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HomeMy WebLinkAbout064-320-035064-320-035 PERMIT#96-2657 DIPPEL, James Fjrua -I.Iq 91 6324 Oberlin Ct., Magalia New Single Family 064-320-035 02.3410 HERRERA, FRANK INAIED 6324 OBERLIN CT., MAGALIA _� CONT: PETKUS BROS. METAL SUNROOM & DECK W/ l 3.1 2 NOTES r RESIDENTIAL PERMIT NO. ! 064-320-035 02-3410 µ HERRERA, FRANK' 6324 OBERLIN CT., MAGALIA CONT: PETKUS BROS. METAL SUNROOM & DECK W/SPA { SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date, Signature s JOB FINALED (Date, Signature J=OK 0 = Not OK . = NotReady�1e Card B-1 Date Card B-1 MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. 1. Zoning Requirements -Setbacks -Easements Footings; Size -Spacing -Marriage Line 2. Soils; Special MH Support Sketch 4. 3. Sewer; Location -Test -Fall -C/O -Concrete Electricity; MH Test 4. Water; Location -Test -Easement Needed (Sketch) Water and Sewer Connected 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 9. 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or/ /" L "ft./ P LPG . License Decals 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements-Setbacks=Easements. 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11.. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verifv #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ELLANEOUS DateCARPORTS, GARAGES (Plans) OK except #'s . Zo54gg Requirements -Setbacks -Easements o g"s; Soils -Size -Depth -Spacing -Connectors -Steel ecks, Girders and/or Joists -Decking -Bracing -Stairs -Rails •4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing U5/Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6.- Caraorts: Windows -.Doors .9. -%6ha: Nail ina-Veneer-Stucco-Mesh 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date& Z10Card B Date Card B-1 Date POOLS (PI ns) 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- Panel boards- Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) I ' Date UNDERFLOOR (Plans) OK except #'s Hangers -Post Caps -Anchors -Connectors 1. Zoning -Setbacks -Easements -Flood -Slope 49. 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 52. 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth Property Line Firewall & Openings 5. Stemwalls, Main; Steel-Blockouts-Wrapped 55. 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 6a. Hold Downs and Special Anchors 58. 7. Slab, Steel -Wrapped Glazing Area -Glass Protection -Skylights -Plastic 8. Piers -Fireplace Ftg.-Steel 61. 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. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Elec. Outlets & Receptacles at Kit. Counter 15. Access & Ventilation Garage Fire Door; Swing -Landing -Closure 16. Insulation 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection Date 78. Card B-1 Date Card B-1 Date 79. Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Insulation -Foam -Looked in Attic 17. Water Htr.; Vent -Access -Combustion Air Baffle _ 18. Water Pipe; Test & Anchor -Nail Protection 82. 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access Clearance Looked under Floor 0 Yes 21. Test Tub & Shower, Second Floor -Tub Access Following Instld./Drive O Yes 0 NoMalks 0 Yes 0 No/Planters 0 Yes 0 No 22. Gas Pipe; Sixe & Anchors 84. 23. Fire Sprinkler; Test 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 89. 24. Fixture & Transformer Clearance -Ins. Protection 90. 25. Elec. Receptacles Spacing -Lights & Switches at Doors 91. 26. Size Boxes & No. of Conductors Stapled 92. 27. Romex Installed Close to Edge of Studs & C.J. 93. Water & Sewer Connected -C/O to Grade -HD Approval 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Energy Compliance Certificate -Other Certificates 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 95. 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 96. 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral ❑ Yes ❑ No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 - - Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 83. Following Instld./Drive O Yes 0 NoMalks 0 Yes 0 No/Planters 0 Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive 9 Oroville, California 95965 •Telephone (530) 538-754�� - �RMITN/� (Rev.12196) APPLICATION AND PI=RMIT CE/ ASSESSOR PARCEL NUMBER - ZONING BUILDING PERMIT 01'54-320-035 - OWNERTELEPHONE SO. FT. OCC. BUILDING VALUATION HETIRE ^ FRANK1073-7099 OWNER'S MAILING ADDRESS 900-00 332 Ll 03EIILTIN CONTRACTORTELEPHONE'S NAME 951 1 � 900, no PETKUS � ` - ��p � v — CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Fee $ 20.00 —Filing Permit Fee $+. ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 13UILDING ADDRESS 3324 0:3F'2LTi1 CT. MAGALIA Energy Plan Checking Fee $ $ PERMIT FEE $ LAT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE Solar or heat pump water heater 23.00 Water piping 15.00 SF ❑ Duplex ❑ Mobilehome ❑ Other Each gas water heater or vent 15.00 SPECIFY TYPE OF WORK Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Mobile Home S G W @20.00 � , � Describe Work: METAL SU%1n00M c�c DECK i-��JP.^ PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service p A OR IFSS 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 fan and effect. License Class — Lic. No. 6 2 0 0Z ER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Main Service TO 46.00 CCU000A NEW CONST. OWEWNG OCCUP. WI0 OR ADONS. ( a ACC. S. SO 3.50FT. ,]Q RESINEW D.' MULTI -OUTLET @G 7.50 aSOINELEo SUS E(, OCCU OUTLET OR FIXTURES aAL @'.50 -BUILDER FIXED APPLNs. OR Ex. Occup. oLnLtTs RESIO. EA 5.00 Temporary Service - 23.00 Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. Mobile Home Facilities 20.00 Misc. Wiring 23.00 ❑ 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 PERMIT FEE $ 19 70 reason WORKERS' COMPENSATION DECLARATION MECHANICAL PERMIT Fling Fee 20.00 Heating 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. Cooling Hood 6.50 Ventilation I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' co ensation insurance carne and policy number are: Carrier s /rV PERMIT FEE $ Mobile Home Installation Fee $ Policy Number '2/3., // — S n (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall Energy Inspection Fee $ OCC CONST. TYPE TO L FEE $ .00/ not employ any person in any manner so as to become subject to workers' compensation laws of California, agree that if I should become subject to the HAZ. I D. FEES o4WVJ o I CDKPASAL PD HD SU workers' ompensa ' provis' of section 3700 of the Labor Code, I shall ermit is hereby issued under the applicable provisions forthw' comply ith ose pr sions. ` Butte County Code and/or yiicate Resolutions to do work Gate D e been paid. above for which feeO2Da _� lure of Appli ❑ Owner Contractor ❑ Agent An OSHA permit is r d for excava ions over 5'0" deep and demolition or construction of structures over 3 stories in height. y PERMIT EXPIRES O tJ� ate Receipt No. c c�aAr- r ' WHITE-D.D.S.-B: D. A ARY•%1 OA-- /P(NK-114SPECTORJ GOLDENROD -APPLICANT 7 J ' COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION ' 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: y i/ t/1 ASSESSOR PARCEL NUMBER 6y 3 2 Proposed Building Use: i 1ln. /1 tlr%(11f' '4C'oume° r Tec nician: Date: /;2—/0 - Items ;2—/a -Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. Plot plans, 3 or 4 sets, signed,�y the preparer of the plans. .:4-2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. . 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 b the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ...................................... ❑ 12. Hazardous Material Form............................................................................... _ ❑ 13. Other R=aining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) Fees as shown on the attached Schedule of Fees Due Sheet ....................................... Statement of Intent for Non -heated and A/C Buildings....................................lap-....... 16 Sanitation and plot plan approval from the Environmental Health Dep rtment in �� IY�ZS City of Chico Plumbing permit .......................................... • f8. California Department of Forestry plan approval paid. Sent_ by- ❑ 19. Planning approval for (A) Use: 01< (B)Parking: (C) arcel Ch ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number.......... .................................... ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ 1. Other: en issued Telephone r rj and hold for pickup. I have been informed of the pp icant:_- is for obtaining a building permit. 1. Index permit application for the aboyve items numbered: 2. Additional items required CtO a TO torso Contractor, designe , o her, as advised cf the bo e data by Contractor, design wnee was advised of the above data by Plans reviewed by: Date: Structural reviewed by: Date: Note transfer by: Date: ct Plan Check Letter . Q• n �o, ail, ❑ counter, by Date: hoc ail, ❑ counter by i.QyDate: Plans approved by: 2�� Dater Structural approved by: Date: Yellow: Building Division r� TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance 0 2 - 3 416 •X Y ' E.H. USE ONLY Ploi Glen Attached Floor Man Attached Sent to ®.O. Sao e 3 5 - Owner Location AP# . Plan Approved for: Sewage Disposal Water Supply: Public ✓ Private Well Clearance for._j_ Wig. Other 7a Hold final for: Final clearance O.K. for: NOTE: Envir lw-ral Health Specialis Date 8/96 -,:� �Ild COUNTY.OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 I SCHEDULE OF FEES DUE OWNER PROPOSED BUILDING USE r I L —(/ -•y1,y DING PERMIT FEES �a , Balance Due ........... $ �� Additional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fee ...... ...$ OOL DISTRICT FEES �)pTdat District Office) (Available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential ...................... x $360.00 = $ Units Commercial (sq. ft.) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... x = $ # Units Amt. Commercial (sq. ft.) ............ —x—=$ Sq. ft. Amt. A.P. # (a y -3.-� DATE RECEIPT # DATE REC. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER 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 th Ian checking p ss APPLICANT DATE Pursuant to Government Co ection 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above -may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) BUTTE. COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM T ` V (One form per Building) School District 7k �'G 15 L� N t t' /Y Building Department No. A.P. Number = 03 Jurisdiction: City County Property Owner t -ral, J-1 K.- H c-3 r r !='fr a Property Location/Address Z (�(.�, I1 h C q i5+ 4 1.- Subdivision .•Subdivision P,7, rG Lot No. �7 Residential Development No of Living Units Commercial/Industrial New Building Department Representative c I ................................................................................................................... Sq. Footage Mobile Home Addition/ 'Supplemental to (Group R) Installation Conversion Permit# ; S ,.. s * '(No"four dation inspection): - Sq. Footage Addition (Including Exterior (Floor Plans reviewed by School District Personnel cation No k'o z4a, 6 g School District certifies that Roofed Areas) N• 03 Date (Applicant) (Street Address) (Phone Number) :2AACIL111,111A_ 1 s15LS / (City) (State) (Zip Code) - has complied with the requirements of Resolution No. by payment of $ representing %' square feet. JrAB 2926 $ - -- - FULL MITIGATION $ ZA C77 f �--- s School District Representative v Date Paid by Check # Remarks: 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 660201a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls 00/981dmm \ \ ,L N q�9�5 v Is a, Y \ •r x PAOreuc Z co c \ fie. -3 / \ o z 0 m s \ y I \ 'J02 CD \ \ t� Iqw Environmental Health MAR 2 7 2003 63.2Y of3,FeLj;t.,,, Chico,'Calitomia 0 6 q 0 —03 L CVA e'1A r� 0 k, kyc� 4, 1 A 4- Environmental Health MAR 2 7 2003 &FD ROOM Chico, CalifomiarAgA)k NF2��i�� 2x6 C,16 % C?— —, MAG � © ..... � lov�o2./.�. v! .. ...5 n n GSL/A eA %J /• �-sws-: Os-a v 54-6 -nrr. "W' - I x 4 id L r - J L`f% 4 l rr w, `' (-YM1 W a LL '. _ JrU_nI'•cCm a�yOPESSIOji N--`---•.:... �� .. .rl =Tx BEAM 1- - _ 4 6 lei O - -- .---'----� � -- -- •--- *^ ST Goo, �'Cs��J UcTks- 7C P- 011 Obo Lj • �� 4 � r < r 5 J.. LU.521 ('TYP) 5 sPl1" @ 5.6 � = 28 � D R0011 1O)-s7 - axX& .I&"cc°r1�si�-.PsoNs (DF Nc. z) 00 MA ' PT :DF 4,5 -FG be 11/1•EA fir aLL'{'rdn1inj r0mber5 A 0 D' O Wti i w.1 FJ 11. waw �� w V.-) w/A.) J yEL s Ph NA OP, M, _......_.........................._._._...--....._..... _.........�_....._ .. i... _............_. i_:__._...._�...._._......._._..... -.. -- ...._............. _.. .. . �oS --- ; '--t2oxzOxlz 3400 SOAMISE ,SVD, RAA)C#Q COP-L6VPr Environmental Health MAR 2 7 2003 Chico, California �nEE&-IAJ C-7 6,4 'qs�pcy jl�Z NO 7' W pt e, S30— $'73 - 20--a 0 9 12 (-Tyr.) bc4- Li577- R)ro#7- WAU S A) 0 1 p 0 ], j ? I Ab G G -7 . (o I.. . ...... (-q 0 4-1,4 t r ------- -- ----- LAND OF NATURAL WEALTH AND BEAU - '` _;3; BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 October 6, 1999 Re: Swimming Pool Safety Act Clarification Of Enforcement In Butte County Effective Date: January -1, 1998 To Whom It May Concern, Assembly Bill No. 3305 was approved by the Governor September 25, 1996, and filed with the Secretary of State September 26, 1996." This bill adds Article 2.5 (sections 115920 through 115927) to Chapter 5 of Part 10 of Division 104 of the Health and Safety Code, and enacts the Swimming Pool Safety Act. (See reverse) The Swimming Pool Safety Act establishes safety standards requiring swimming pool enclosures, safety pool covers, exit alarms, or other means of protection. Each swimming pool 'for which a construction permit is issued on or after January 1, 1998, and that is located at a private, single family home is required to meet these safety standards. The act also requires. any person entering into an agreement to build a swimming pool to give the consumer notice of the requirements of the act, and further charges the building official of the local jurisdiction with interpretation and enforcement of the act. (Section 115927) In order to comply with the Swimming Pool Safety Act in Butte County, a residential pool must be surrounded on all sides by an enclosure that conforms with section 115923, be equipped with an approved safety pool cover (section 115922 b), or other approved means as permitted by 115922 (e). Openings into the enclosure shall be protected as required by 115922 (c) and (d). Please note that unless a residence is to act as one side of this enclosure, installation of exit alarms alone is not considered adequate compliance. This clarification is in response to a number of questions as to the requirements'and interpretation of the Swimming Pool Safety Act in Butte County. Should you have further questions concerning this matter, please contact this office at the address or phone number listed above. Sincerely, Mic ael C. ieira, C.B.O. Manager, Building Inspection CALIFORNIA HEALTH AND SAFETY CODE SECTION 115920-115927 115920. SWIlVIMING POOL SAFETY ACT 115921. As used in this article the following terms have the following meanings: a) "Swimming pool' or "pool' means any structure intended for swimming or recreational bathing that contains water over 18 inches deep. "Swimming pool' includes -in -ground and aboveground structures and includes, but is not limited to, hot -tubs, spas, portable spas, and non-portable wading pools. b) "Public swimming pool" means a swimming pool operated for use of the general public with or without charge, or for the use of the members and guests of a private club. Public swimming pool does not include a swimming pool located on the grounds of a private single-family homes. c) "Enclosure" means a fence, wall, or other barrier that isolates a swimming pool from access to the home. d) "Approved safety pool cover" means a manually or power -operated safety pool cover that meets all of the performance standards of the American Society for Testing and Materials (ASTM), in compliance with standard F1346-91. e) "Exit alarms" means devices that make audible, continuous alarm sounds when any door or window, that permits access from the residence to the pool area that is without any intervening enclosure, is opened or is left ajar. Exit alarms may be battery operated or may be connected to the -electrical wiring of the building. _ . 115922. Commencing January 1, 1998, except as provided in Section 115925, whenever a construction permit is issued for constriction of a new swimming pool at a private single-family home it shall be equipped with at least one of the following safety, features: a) The pool shall be isolated from access to a home by an enclosure that meets the requirements of Section 115923. b) The pool shall be equipped with an approved safety pool cover. c) The residence shall be equipped with exit alarms on those doors providing direct access to the pool. d) All doors providing direct access from the home to the swimming pool shall be equipped with a self-closing, self - latching device with a release mechanism placed no lower that 54 inches above the floor. e) Other means of protection, if the degree of protection afforded is equal to or greater than that afforded by any of the devices set forth in subdivisions a) to d), inclusive, as determined by the building official of the jurisdiction issuing the applicable building permit Any ordinance governing child access to pools adopted by a political subdivision on or before January 1, 1997, is presumed to afford protection that is equal to or greater that afforded by any of the devices set forth in subdivisions a) to d), inclusive. 115923. An enclosure shall have all or the following characteristics: a) Any access gates through the enclosure open away from the swimming pool, and are self-closing with a self -latching device placed no lower than 60 inches above the ground b) A minimum height of 60 inches. c) A maximum vertical clearance from the ground to the bottom of the enclosure of two inches. d) Gaps or voids, if any, do not allow passage of a sphere equal to or greater that four inches in diameter. e) An outside surface free of protrusions, cavities, or other physical characteristics that would serve as handholds or footholds that could enable a child below the age of five years to climb over. 115924. Any person entering into an agreement to build a swimming pool shall give the consumer notice of the requirements of this article. 115925. The requirements of this article shall not apply to any of the following: a) Public swimming pools. b) Hot tubs or spas with locking safety covers that comply with the American Society for Testing Materials -Emergency Performance Specification (ASTM -ES 13-89). c) Any pool with the jurisdiction of any political subdivision that adopts an ordinance for swimming pool safety that includes requirements that are at least as stringent as this article. d) An apartment complex, or any residential setting other than a single-family home. 115926. This article does not apply to any facility regulated by the State Department of Social Services even if the facility is also used as the private residence of the operator. Pool safety in those facilities shall be regulated pursuant to regulations adopted thereof by the State Department of Social Services. 115927. Notwithstanding any other provision of law, this article shall not be subject to further modification or interpretation by any regulatory agency of the state, this modification or interpretation by any regulatory agency of the state, this authority being reserved exclusively to local jurisdictions, as provided for in subdivision (e) of Section 114922 and subdivision (c) of Section 115924. Residential Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Construction Requirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes of alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 1998 California Building Code (1997 U.B.C.), 1998 California Plumbing Code (1997 U.P.C.), 1998 California Mechanical Code (1997 U.M.C.), and the 1998 California Electrical Code (1996 N.E.C.) The following items are separated into two categories (general and specific). The "general" items are for your reference and are not specifically called out on the plans by the plans examiner. These items MUST be complied with, if applicable, and it is the builder's responsibility to comply. The "specific" items have been keyed to the plans. If an item is inadvertently left out of missed, it does not relieve the builder of any responsibility for code requirements, general or specific. GENERAL REQUIREMENTS • Guest rooms and habitable rooms shall have natural light equal to 10% of the floor area and natural ventilation equal to 5% of the floor area (Sec. 1203, U.B.C.) • Provide required room dimensions and ceiling height. (Sec. 310.6, U.B.C.) • Provide lights, switches, and receptacles for maintenance of mechanical equipment. (Sec.306, U.M.C.) • Approved vent and adequate combustion air for gas water heater and/or furnace. (Ch. 7& Ch. 8, U.M.C.) • Provide minimum one Y-0" exterior door. (Sec. 1003.3.1.3,U.B.C.) • Provide adequate clearance and type A flue for fireplace/woodstove. • All stairways to comply with U.B.C. section 1003.3, for rise, run, headroom, width, landings and handrails. • Hallways to be minimum 36" wide (U.B.C. 1004.3.3.2). • Underfloor access and ventilation per Sec.2306.3 & 2306.7, U.B.C. • Attic access and ventilation (UBC section 1505). • Provide approved flashing at all exterior openings. • Provide 18" platform for appliances/equipment in garage capable of producing a flame, spark or glow. • Provide protection of appliances in garage from vehicular damage. • Closet lights per N.E.C. Article 410-8. Page 1 of 3 Owners Name: Building Permit Number: Plans Examiner: Rick Trent • Provide certificates of conformance for all glu-lam beams. • Provide approved spark arrester at all chimneys/type "A" flues. • Provide '/2"x 10" anchor bolts @ 6' o.c. max. and within 12" of all joints. Provide 2"x 2"x 3/16" steel plate washer @ each bolt. (Sec. 1806.6, U.B.C.) • Provide 1- #4 bar top and bottom of footing, U.N.O. (Sec. 1806.7, U.B.C.) • Guardrails to have minimum 36" high top rail, with intermediate rails spaced that a 4" sphere cannot pass through (Sec. 509, U.B.C.) • Veneer per Ch. 14, U.B.C. • Exterior plaster — weep screeds (U.B.C. section 2506.5). • Skylights per Sec. 2409 & 2603.7, U.B.C. • Protect plastic foam insulation per Sec. 2602.4, U.B.C. • Ground fault protection shall be required in al bathrooms, garage, kitchen, wet bar, and exterior receptacles (NEC 210). • Electrical, mechanical, and plumbing construction (not plan reviewed) shall comply with the current editions of the National Electrical Code, Uniform Mechanical Code and Uniform Plumbing Code. • Minimum water closet clearances of 15" from its center to sidewall and 24" front clearance (U.P.C. 408.6). • Minimum shower compartment size of 1024 sq. in. & 30" circle (U.P.C. 412.7). • Provide plumbing fixtures, water closet clearances and shower sizes per U.P.C. SPECIFIC REQUIREMENTS 1. Provide safety glazing in all hazardous locations (U.B.C. section 2406). 2. Garage firewall separation — required on garage side, including supporting walls and posts (U.B.C. section 302.4 exception #3). 3. Install smoke detector's as per the requirements of U.B.C. section 310.9.1. 4. Special roof covering required, class B minimum. 5. Provide 2 separate exits from the third story (U.B.C. section 1004.2.3.2 exception #4). 6. Every bedroom shall have at least one operable window or door. Windows shall have a minimum net clear openable area of 5.7 square feet. Additionally, the window shall have a minimum net clear openable height of 24" and a minimum net clear openable width of 20". The window sill height shall not be more than 44" above the floor (U.B.C. 310.4). COLOR CODE USED ON PLANS Blue = Engineering . Pink = Firewall Green = Braced wall panels Yellow = Important Page 2 of 3 Owners Name: t4` rl' Or^ Building Permit Number: C)2 -yq 10 Plans Examiner: Rick Trent AP# a CDF FIRE SAFE REQUIREMENTS • 6.), 310r70,44K PERMIT # NAM Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. [�J '1272. 00 Maintenance of Defensible Space. To ensure continued 11 maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards i [ 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other appurtenant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. 1273.03 Grade. .Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [ 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. [�J 2. The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [�1 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of .3--. n •F rej V AP # PERMIT # E [ 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no'more than 400 feet apart. 4. [�] 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within SO feet of the building. 1273.11 Gates ] 1. Gate entrances shall be at least two feet wider than the roadway it serves: 2: The gates must be located at, least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [�] 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification Setback for Structure Defensible Space. 1. All parcels 1 acre and larger shall provide a mini- mum 30 foot setback for buildings and accessory;' buildings from ull. property lines and/or the center of the road. 1276.01 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. 1276:02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road, and driveway construction and fuel modification shall be completed prior to completion of road construction )r fi-gal inspection of a building permit. Page 2 of 3' r;;, . 4 Ni o AP # PERMIT # NAME Other Requirements [ ] If Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves If Building Setback 'is Less Than 15 Feet Choose any 3 of the following: - Metal or no doors on side toward property line with insuffi- cient `setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D Glass area not to exceed 10% of wall -area toward property line with insufficient setback - Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other,Butte County Fire Department approved materials 12- 0 Date Signature Page 3 of 3 LOT 34 REVIEWED BY _. �.:BD�E--CpFIf3E.DEPT CALIF - 'DEPT. of FORESTRY— 10 approved - as submitted approved with conditions er attach s et. Ijb,� ?S. (� SE ....//r ,L o� Det 4na.uPe�__ —v ff �o c a 'Wi .got= 3�6- 1 -% LINE -- I . o. DscK- '1 i a _ $En R.o�� ¢ES l DgNGE I • I .rJ4. Qvggli . " 1 60 C//� /I / J 0 / / / /• � / .• � 1p/ \\gyp // �// i ALL Syk - URES AND EQUIPMENT IMCLUD6IVG OVERHANGS SHALL SE LEAK OF ALL EASEMENTS. A SET SACK OF � ROM THE SIDE' Ari? �D FT. FROM THE. REAR PROPERTY. LINES i,40 S0- FT. FROM THE ROAD CENTERLINE SHALL BE CLEAR OF STRUCTURES AND EQUIPMENT EXCF-Pl cOR.A.2-Ff- EAVE OVERHANG N89'20W W SIX 6ri t i J CA 911j'q m M O 25 LOT 34 / - LINE I p1 / 8- 8Eo2���2Es�DSNGE � I 4p 44V LOT 35 �. x GANi1L�gvE2 DAY w •N-4 O / a I 0 0 T. or 4 ap � � � � o.00' , N 89'20'48" W PLANNING DIVISION- BUILDING PLAN APPROVAL uj? Ln Use: O K Date: 1 2-' (I — 0 r2— i�� Parking:__ Landscaping:�,_ COL4 Other - Signature: •Y .. r171 yc I T t. J i �I �L f T- I a V C rl v cr c► I AIL s @pPA'� c Ao d00 R _ I T t. i �I �L AIL s @pPA'� c Ao d00 R _ BUTTE C®UN Y OILING ®EPAR MEI PpRov z'd y6LSS 669 916 uwnHno IUMS eS2:OT 20 LO AOM �I �L BUTTE C®UN Y OILING ®EPAR MEI PpRov z'd y6LSS 669 916 uwnHno IUMS eS2:OT 20 LO AOM CALIFOPN\P , .. . p.gOJ E C T " ' -�gA. K. 4. 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NU...b NA — — — 103 L? ash _to:2..:�....L2dr...:...:...(3)-16dail. .3 5 X6;.. Gri 48. C7)iT10.:.O-Q>M , ...ATTCH.M.�NT j6�: v W 1 NI . LOA-12 . : -T5 .kPR exp- C FLAT 1.5X: i4-;s x i Pene.fratc.on. (4tDS..Table.(, , ............: r _ 2.0. ¢ Ta .......... ... ..... ... _..:.................. _._ ...:..... ._ :........._.. ... o:r....t�i'�Qn.......... TaLL Yip,) - 2g44 %5cret-j To specify your title block on Title: Job # these five lines, use the SETTINGS Dsgnr: Date: 3:13PM, 27 NOV 02 main menu selection, choose the Description Printing & Title Block tab, and ent Scope : 1 your title block information. Rev: 550100 ' User. KW -0602760, Ver 5.5.0, 2SSep-2001 General .Timber Beam Page 1 (y1983-2001 ENERCALC Engineering Software . Description Design Deck Joists 2 X 6 DF # 2 @ 16" O/C General Information -0.037 in Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 2x6 Max Stress Ratio Center Span 8.00 ft .....Lu 0.00 ft Beam Width 1.500 in Left Cantilever ft .....Lu. 0.00 ft Beam Depth 5.500 in Right Cantilever ft .....Lu 0.00 ft Member Type Sawn Douglas Fir - Larch, No.2 Allowable ...Length/Defl 0.8 k Max. Positive Moment Fb Base Allow 875.0 psi 4.000 ft Load Dur. Factor 1.000 Fv Allow 95.0 psi 0.00 k -ft Beam End Fixity Pin -Pin Fc Allow 625.0 psi Repetitive Member Max @ Left Support 0.00 k -ft E 1,600.0 ksi Camber: Full Length Uniform Loads 0.000 in Max @ Right Support 0.00 k -ft Sxx 7.563 in3 Area Center DL 13.30 #/ft LL 53.20 #/ft Max. M allow Left Cantilever DL #/ft LL #/ft @ Right Right Cantilever DL fb 844.16 psi #/ft LL #/ft Left DL Beam Design OK Span= 8.00ft, Beam Width = 1.500in x Depth = 5.5in, Ends are Pin -Pin -0.037 in -0.184 in Deflection . 0.000 in Max Stress Ratio 0.645: 1 4.000 ft ...Length/Deft . 0.0 0.0 ...Length/Deft Maximum Moment 521.24 Right Cantilever... 0.5 k -ft Maximum Shear 1.5 0.4 k Allowable 0.000 in 0.8 k -ft @ Center Allowable ...Length/Defl 0.8 k Max. Positive Moment 0.53 k=ft at 4.000 ft Shear: @ Left 0.27 k Max. Negative Moment 0.00 k -ft at 0.000 ft Stress Calcs @ Right 0.27 k Max @ Left Support 0.00 k -ft Bending Analysis . Camber: @ Left 0.000 in Max @ Right Support 0.00 k -ft Sxx 7.563 in3 Area 8.250 in2 @ Center 0.055 in Max. M allow 0.82 Reactions... Max Moment @ Right 0.000 in fb 844.16 psi fv 42..95 psi Left DL 0.05. k Max 0.27 k Fb 1,308.13 psi Fv 95.00 psi Right DL 0.05 k Max 0.27 k Deflections Deflection -0.037 in -0.184 in Deflection . 0.000 in 0.000 in ...Location 4.000 ft 4.000 ft ...Length/Deft . 0.0 0.0 ...Length/Deft 2,606.2. 521.24 Right Cantilever... Camber( using 1.5' D.L. Defl ) ... Deflection 0.000 in 0.000 in @ Center 0.055 in ...Length/Defl 0.0 0.0 @ Left 0.000 in @ Right 0.000 in Stress Calcs Bending Analysis . Ck 34.680 Le 0.000 ft Sxx 7.563 in3 Area 8.250 in2 Cf 1.300 Rb 0.000 CI 0.000 Max Moment Sxx Read Allowable fb @ Center 0.53 k -ft 4.88 in3 1,308.13 psi @ Left Support 0.00 k -ft 0.00 in3 1,308.13 psi @ Right Support 0.00 k -ft 0.00 in3 1,308.13 psi Shear Analysis @ Left Support @ Right Support Design Shear 0.35 k 0.35 k Area Required 3.730 in2 3.730 in2 Fv: Allowable 95.00 psi 95.00 psi Bearing @ Supports Max. Left Reaction 0.27 k Bearing Length Req'd 0.284 in Max. Right Reaction 0.27 k Bearing Length Req'd 0.284 in To specify your title block on these five lines, use the SETTINGS main menu selection, choose the Printing & Title Block tab, and ent your title block information. User. KW70602760. Ver 5.5.0, (c)1983-2001 ENERCALC Enc Description Title : Dsgnr: Description Scope: General Timber Beam Design Beam 4 x 6 DF # 2 Job # Date: 3:34PM, 27 NOV 02 Page 1 C� • General Information -.- -- ---- -0.026 in Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name .4x6 Max Stress Ratio Center Span 5.50 ft .....Lu 0.00 ft Beam Width 3.500 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 5:500 in Right Cantilever ft .....Lu 0.00 ft Member Type Sawn Douglas Fir - Larch, No.2 Allowable 0.000 in 1.7 k -ft Fb Base Allow 875.0 psi Load Dur. Factor 1.000 Fv Allow 85.0 psi Beam End Fixity Pin -Pin Fc Allow' 625.0 psi 1.10 k Max. Negative Moment E 1,300.0 ksi Full Length Uniform Loads Center DL 80.00 #/ft LL 320.00#/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Beam Design OK Span= 5.50ft, Beam Width = 3.500in x Depth = 5.5in, Ends are Pin -Pin -.- -- ---- -0.026 in . - •.vat rv.a vananc.6.... -0.131 in Deflection "CCU LUdu 0.000 in Max Stress Ratio 0.904 ; 1 2.750 ft ...Length/Deft 0.0 0.0 ...Length/Deft Maximum Moment 505.57 , Right Cantilever... 1.5 k -ft Maximum Shear 1.5 1.4 k Allowable 0.000 in 1.7 k -ft 0.039 in Allowable 0.0 1.6 k Max. Positive Moment 1.51 k -ft at 2.750 ft Shear: @ Left 1.10 k Max. Negative Moment 0.00 k -ft at 0.000 ft Fv: Allowable @ Right 1.10 k Max @ Left Support 0.00 k -ft Camber: @ Left 0.000 in Max @ Right Support 0.00 k -ft Max. Right Reaction 1.10 k Bearing Length Req'd @ Center 0.039 in Max. M allow. - 1.67 Reactions... @ Right 0.000 in fli 1,028.57 psi fv 72.00 psi Left DL 0.22 k Max 1,10 k Fb 1,137.50 psi Fv 85.00 psi Right DL 0.22 k Max 1.10k Deflections --..--. _,-...... Deflection -.- -- ---- -0.026 in . - •.vat rv.a vananc.6.... -0.131 in Deflection "CCU LUdu 0.000 in 1 OEM Loaa 0.000 in ...Location 2.750 ft 2.750 ft ...Length/Deft 0.0 0.0 ...Length/Deft 2,527.8 505.57 , Right Cantilever... 1.51 k -ft 15.96 in3 Camber (using 1.5 * D.L. Defl) ... Deflection 0.000 in 0.000 in @ Center 0.039 in ...Length/Defl 0.0 0.0 @ Left 0.000 in Design Shear 1.39 k @ Right 0.000 in Area Required 16.306 in2 16.306 in2 Stress Calcs Bending Analysis Ck 31.260 Le 0.000 ft Sxx 17.646 in3 Area 19.250 in2 Cf 1.300 Rb 0.000 Cl 0.000 Max Moment Sxx Read Allowable fb @ Center 1.51 k -ft 15.96 in3 1,137.50 psi @ Left Support 0.00 k -ft 0.00 in3 1,137.50 psi @ Right Support 0.00 k -ft 0.00 in3 1,137.50 psi Shear Analysis @ Left Support @ Right Support Design Shear 1.39 k 1.39 k Area Required 16.306 in2 16.306 in2 Fv: Allowable 85.00 psi 85.00 psi Bearing Supports Max. Left Reaction 1.10 k Bearing Length Req'd 0.503 in Max. Right Reaction 1.10 k Bearing Length Req'd 0.503 in To specify your title block on Title : Joti # these five fines, use the SETTINGS Dsgnr: Date: 7:42AM, 2 DEC 02 _ main menu selection, choose the Description Printing & Title Block tab, and ent Scope your title block information. Rev: 550100 User: KW -0602760, Ver 5.5.0, 25 -Sep -2001 General .Timber Beam Page 1 (c)1983-2001 ENERCALC Engineering Software Description Design Beam 4 x 6'DF # 2 Under SPA General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 4x6 Center DL Center Span 4.00 ft .....Lu 0.00 ft Beam Width 3.500 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 5.500 in Right Cantilever ft .....Lu 0.00 ft Member Type Sawn Douglas Fir - Larch, No.2 Summary NBeam Fb Base Allow 875.0 psi Load Dur. Factor 1.000 Fv Allow 85.0 psi Beam End Fixity Pin -Pin Fc Allow 625.0 psi Max Stress Ratio 0.783 : 1 E 1,300.0 ksi Full Length Uniform Loads Center DL 453.00 #/ft LL 97.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Summary NBeam Design OK Span= 4.00ft, Beam Width = 3.500in x Depth = 5.5in, Ends are Pin -Pin Max Stress Ratio 0.783 : 1 Maximum Moment 1.1 k -ft Maximum Shear ` 1.5 1.3 k Allowable 1.7 k -ft Allowable 1.6 k Max. Positive Moment 1.10k -ft at 2.000 ft Shear: @ Left 1.10 k Max. Negative Moment 0.00 k -ft at 4.000 ft @ Right 1.10 k Max @ Left Support 0.00 k -ft Camber: @ Left 0.000 in Max @ Right Support 0.00 k -ft @ Center 0.062 in Max. M allow 1.67 Reactions... @ Right 0.000 in fb 748.05 psi fv 66.51 psi Left DL 0.91 k Max 1.10 k Fb 1,137.50. psi Fv 85.00 psi Right DL 0.91 k Max 1.10k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.041 in -0.050 in Deflection 0.000 in 0.000 in ...Location 2.000 ft 2.000 ft ..Length/Deft 0.0 0.0 ...Length/Deft 1,160.5 955.84 Right Cantilever... Camber( using 1.5 " D.L. Defl ) ... Deflection 0.000 in 0.000 in @ Center 0.062 in ...Length/Deft 0.0 0.0 @ Left 0.000 in @ Right 0.000 in Stress Calcs Bending Analysis Ck 31.260 Le 0.000 ft Sxx 17.646 in3 Area 19.250 in2 Cf 1.300 Rb 0.000 Cl 0.000 Max Moment Sxx Reg' d Allowable fb @ Center 1.10 k -ft 11.60 in3 1,137.50 psi @ Left Support 0.00 k -ft 0.00 in3 1,137.50 psi @ Right Support 0.00 k -ft 0.00 in3 1,137.50 psi Shear Analysis @ Left Support @ Right Support Design Shear 1.28 k 1.28 k Area Required 15.064 in2 15.064 in2 Fv: Allowable 85.00 psi 85.00 psi Bearing @ Supports Max. Left Reaction 1.10 k Bearing Length Req'd 0.503 in Max. Right Reaction 1.10 k Bearing Length Req'd 0.503 in To specify your title block on Title these five lines, use the SETTINGS Dsgnr: main menu selection, choose the Description Printing & Title Block tab, and ent ft .....Lu 0.00 ft your title block information. Scope Rev: 550100 User. KW -0602760, Ver 5.5.0, 25 -Sep -2001 General Timber Beam (c)1983-2001 ENERCALC Engineering Software Description Design Beam 4 x 6 DF # 2 @ Front Wall sm General Information Section Name 4x6 Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity Job # Date: 7:47AM, 2 DEC 02 Page 1 Full Length Uniform Loads Center DL 116.00 #/ft LL 320.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Span= 5.66ft, Beam Width = 3.500in x Depth = 5.5in, Ends are Pin -Pin Max Stress Ratio 0.889 : 1 Maximum Moment 1.7 k -ft Maximum Shear * 1.5 Allowable 1.9 k -ft Allowable Max. Positive Moment 1.71 k -ft at 2.800 It Shear: @ Left Max. Negative Moment 0.00 k -ft at 5.600 ft @ Right Max @ Left Support 0.00 k -ft Camber: @ Left Max @ Right Support 0.00 k -ft Max. M allow 1.92 Reactions... fb 1,162.28 psi fv 79.91 psi Left DL. 0.32 k Fb 1,308.13 psi Fv 97.75 psi Right DL 0.32 k Deflections center span... Calculations are designed to 1997 NDS and 1997 UBC Requirements Deflection Center Span 5.60 ft .....Lu 0.00 ft 3.500 in Left Cantilever ft .....Lu 0.00 ft 5.500 in Right Cantilever ft .....Lu 0.00 ft Sawn Douglas Fir - Larch, No.2 0.000 in @ Right Fb Base Allow 875.0 psi 1.150 Fv Allow 85.0 psi Pin -Pin Fc Allow 625.0 psi Rb 0.000 E 1,300.0 ksi Full Length Uniform Loads Center DL 116.00 #/ft LL 320.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Span= 5.66ft, Beam Width = 3.500in x Depth = 5.5in, Ends are Pin -Pin Max Stress Ratio 0.889 : 1 Maximum Moment 1.7 k -ft Maximum Shear * 1.5 Allowable 1.9 k -ft Allowable Max. Positive Moment 1.71 k -ft at 2.800 It Shear: @ Left Max. Negative Moment 0.00 k -ft at 5.600 ft @ Right Max @ Left Support 0.00 k -ft Camber: @ Left Max @ Right Support 0.00 k -ft Max. M allow 1.92 Reactions... fb 1,162.28 psi fv 79.91 psi Left DL. 0.32 k Fb 1,308.13 psi Fv 97.75 psi Right DL 0.32 k Deflections center span... Dead Load Deflection -0.041 in ...Location 2.800 ft ...Length/Deft 1,651.6 Camber ( using 1.5 • D.L. Defl ) ... @ Center 0.061 in @ Left 0.000 in @ Right .0.000 in Stress Calcs Bending Analysis Ck 29.150 Le 0.000 ft Cf 1.300 Rb 0.000 Max Moment @ Center 1.71 k -ft @ Left Support 0.00 k -ft @ Right Support 0.00 k -ft Shear Analysis @ Left Support Design Shear 1.54 k Area Required 15.736 in2 Fv: Allowable 97.75 psi Bearing @ Supports Max. Left Reaction 1.22 k Max. Right Reaction 1.22 k -0.153 in Deflection 2.800 ft ...Length/Deft 439.42 Right Cantilever... Deflection ...Length/Defl @ Center @ Right Max Max 0.000 in 0.0 0.000 in 0.0 Sxx 17.646 in3 Area 19.250 in2 Cl 0.000 Sxx Reg' d Allowable fb 15.68 in3 1,308.13 psi 0.00 in3 1,308.13 psi 0.00 in3 1,308.13 psi @ Right Support 1.54 k 15.736 in2 97.75 psi Bearing Length Req'd 0.558 in Bearing Length Req'd 0.558 in Beam Design OK 1.5 k 1.9 k 1.22 k 1.22 k 0.000 in 0.061 in 0.000 in 1.22 k 1.22 k 0:000 in 0.0 0.000 in 0.0 rel J't 1. pM ept, ICB® Evaluation Service, Inc. 5360 WORKMAN MILL ROAD • WHITTIER, CALIFORNIA 90601-2299 uvea ' n A subsidiary corporation of the International Conference of Building Officials EVALUATION REPORT ER -4590P Copyright © 2000 ICBG Evaluation Service, Inc. Reissued March 1, 2000 t Filing Category: MISCELLANEOUS STRUCTURES (156) SERIES 230 PATIO ENCLOSURE FOUR SEASONS SOLAR PRODUCTS CORP. 5005 VETERANS MEMORIAL HIGHWAY HOLBROOK, NEW YORK 11741 1.0 SUBJECT Series 230 Patio Enclosure. 2.0 DESCRIPTION 2.1 General: The Series 230 Patio Enclosure is a bearing wall system en- closing the area under attached patio covers complying with Division III of Appendix Chapter 31 of the Uniform Building Code- (UBC). Patio covers utilizing the enclosure system must be capable of resisting lateral loads imposed on the en- closure system. Enclosure walls are constructed in accordance with Sheets No. 1 and 2, and roof panels are constructed in accordance with Sheet No. 3 of the'attached plans, identified as Drawing No. 230 ICBO, dated February 14, 2000. The patio covers may be partially enc osed as specs ie in ivision III of Appen- dix Chapter 31 of the UBC. Required openings must remain open, be covered with insect screen, or be glazed with readily removable translucent; or transparent plastic not exceeding 0.125 inch (3.2 mm) in thickness. Wall panels completing the enclosure must be recognized under a current evaluation re- port. 2.2 Weatherlock II Roof Panels: Weatherlock II panelslare structural roof panels of varied lengths, 48 inches (1220 mm) wide and 3 inches (76 mm) thick. The panels have 0.024 -inch -thick (0.610 mm) alumi- num facings and a nominal 1.5 pcf polystyrene foam plastic core, and are manufactured in accordance with the quality control manual. Sheet No. 3 provides panel details and allow- able spans. Evaluation reports of ICBG Eva is based Evaluation reports are n dation for use of the subject rep This report is based upon indepe, test results and/or other data, but or implied, as to any "Finding"oi 2.3 Identification: An identification tag attached to each Series 230 Patio Enclo- sure bears the name and address of the manufacturer, design loads and evaluation report number (ICBG ES ER -4590P). Weatherlock II panels are labeled with the manufacturer's name and address, the evaluation report number (ICBG ES ER -4590P) and the name of the quality control agency (Southwest Research Institute). 3.0 EVIDENCE SUBMITTED Calculations, plans and data complying with the ICBO ES Ac- ceptance Criteria for Sandwich Panels (AC04), dated July 1996; the ICBO ES Acceptance Criteria for Foam Plastic In- sulation (AC12), dated July 1999; manufacturing standards; a quality control manual; and installation instructions. 4.0 FINDINGS That the Series 230 Patio Enclosure complies with Divi- sion III of Appendix Chapter 31 of the 1997 Uniform Build- ing Code'", subject to the following conditions: 4.1 Installation Is in accordance with the attached plans dated February 14, 2000, and the manufactur- er's instructions. 4.2 Roof live or snow loads are a maximum 38 psf (1820.2 Pa) as noted In the attached plaris. 4.3 Installation is limited to areas subject to maximum basic,wind speeds of 70, 80 and 85 mph, as noted In the attached plans. 4.4 The Weatherlock II panels are produced at 5005 Veterans Memorial Highway, in Holbrook, New York, with inspections by Southwest Research In- stitute (AA -665). This report Is subject to re-examination in two years. Won Service, inc., are issued solely to provide information to Class A members of ICBG, utilizing the code upon which the report: to be construed as representing aesthetics or any other attributes not specifically addressed nor as an endorsement orrecommen- ant tests or other technical data submitted by the applicant. The ICBO Evaluation Service, Inc., technical staff has reviewed the es not possess test facilities to make an independent verification. There is no warranty by ICBG Evaluation Service, Inc., express hermatter in the report oras to anyproduct covered by the report. This disclaimer includes, but is not limited to, merchantability. Page 1 of 1 s,{ When recorded return to: County of Butte Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965-3397 Illi Ill 111 i 1111 l 11 1111 l 1111 l l 11111 2003-001 1 1 03 Recorded Official Records County Of BUTT: CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 12:32PM 21 -Feb -20x3 1 REC FEE 22.N I CONFORM 1.00 1 1 1 1 i I Lisa 1 Page 1 of 6 Space above for Recorder's Use Owner Name:Frank G. Herrera and Dianeg. Herrera, Trustees of the Frank G. and Diane G. Herrera Family Trust Building Permit No: 02-3410 DEED RESTRICTION AND NOTICE OF LIMITED USE FACILITY I. WHEREAS, on this 20th day of February, 2003, Frank G. Herrera and Diane G. Herrera, hereinafter referred to as owner(s), is the record owner of the following real property: 6324 Oberlin Court, Magalia, Ca. APN 064-320-035, and as further set forth in Exhibit "A" attached hereto and hereby incorporated by reference, hereinafter referred to as "the subject property"; and II. WHEREAS, the Building Division of the Butte County Department of Development. Services is acting on behalf of the People of Butte County; and III. WHEREAS, the owner applied to the Building Division for a building permit in order to develop the subject property described above; and IV. WHEREAS, Building Permit No. 02-3410 was applied for on 12.10.02 by the owner in accordance with the provisions of the. Butte County Code and the California Building Code; and V. WHEREAS, the use allowed by Building Permit No. 02-3410 has been reviewed and approved for only the limited purposes set forth below; and VI. WHEREAS, it is intended that this Deed Restriction and Notice of Limited Use Facility shall constitute an enforceable restriction and remain in effect until a new application for a different use has been approved; and VII. WHEREAS, Owner acknowledges that Owner will comply with the limited use restrictions that were incorporated in reviewing and approving Building Permit No. 02-3410 which enabled Owner to undertake the limited use authorized by this permit. NOW, THEREFORE, with the issuance of Building Permit No. 02-3410 to Owner' by Butte County,. Owner hereby affirms Owner's desire to develop a limited use facility, as set forth below, which establishes restrictions on the use and enjoyment of this limited use facility. The undersigned Owner, for himself/herself and for his/her heirs, assigns, and successors in interest, acknowledges and agrees to those restrictions. This limited use facility shall be utilized in compliance with those limitations prescribed by the California Building Code occupancy classification assigned by the building official, except the following uses are not allowed: sleeping. Additionally, (the space will not be heated and or,cooled) (unfinished spaces shall not be occupied until permits are obtained, inspections completed, and approval granted for occupancy). If any provision of these restrictions is held to be invalid or for any reason becomes unenforceable, no other provision shall be thereby affected or impaired. This deed restriction and notice of limited use facility shall remain in full force and effect during the period that this permit, or any modification or amendment thereof, remains effective, and during the period that the development authorized by this permit, or any modification of this development, remains in existence in or upon any part of, and thereby confers benefit upon, the subject property described herein, and to that extent, this deed restriction and notice of limited use facility is hereby acknowledged and .agreed to by Owner to restrict the use and enjoyment of this limited use facility and shall be binding on Owner and all his/her assigns or successors in interest. Owner agrees to record this Deed Restriction and Notice of Limited Use Facility in the Recorder's Office for the County of Butte as soon as possible after the date of execution. This document shall be recorded and returned to the Butte County Department of Development Services, Building Division prior to the issuance of Building Permit No. 02-3410. DATE: _� - _2 I - , 20 lU -3 Owner Signature: ��� _ 1 /V� -rlCAA11Ir 6L 116P P C �P� Print or Type Name of Above Owner Signature:D It.02 Print or Type Name of Above NOTE TO NOTARY PUBLIC: If you are notarizing the signatures of persons, signing on behalf of a corporation, partnership, trust, etc., please use the correct notary jurat (acknowledgment) as explained in your Notary Public Law Book. STATE OF CALIFORNIA SS. COUNTY OF BUTTE On �'a l %(73 before me, patfj &f- , Notary Public, pdrsonally appeared E1prik (T .4-jod 1 %11ge (s. Hetelti- ,p (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 executed the same in htia/hW41eir uthorized capacity(ies), and that by I%Zhok eir ignature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. &A . . _ STATE OF CALIFORNIA COUNTY OF BUTTE 107, Public, personally appeared SS. before me, , Notary , personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Signature (Seal) This is to certify that the Deed Restriction set forth above is hereby acknowledged by the Director of the Department of Development Services and that Butte County consents to its recordation thereof. , IVAMIM r i Yvonn Christo r, Director Department Development Services STATE OF CALIFORNIA SS. COUNTY OF BUTTE On :R I,;L0 03 before Public, perso ally -appeared _yon►1P Notary , personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(A whose name(96 is/subscribed to the within instrument and acknowledged to me that Vshe/tWy executed the same in I &er/theif authorized capacity(jes`j, and that by hK/her/tWir signature(Ol on the instrument the personV, or the entity upon behalf of which the person�6 acted, executed the instrument. ALICE ANN MEFFORD Commission s 1365M Z Notary Public - California Butte County My Conan; Expims Jul 22, 2006 WITNESS my hand and official seal. ignature (Seal) EXHIBIT "A" ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE UNINCORPORATED AREA OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, BEING. MORE PARTICULARLY DESCRIBED AS FOLLOWS: PARCEL I. LOT 35, AS SHOWN ON THAT CERTAIN MAP ENTITLED "PARADISE PINES UNIT NO. 4", FILED IN THE OFFICE OF THE COUNTY RECORDER OF BUTTE COUNTY, CALIFORNIA, IN BOOK 35 OF MAPS, PAGE 97 98 99 AND 101. , 100 CERTIFICATE OF CORRECTION RECORDED DECEMBER 2, 1970, IN BOOK 1648, PAGE 4, OFFICIAL RECORDS OF BUTTE COUNTY. EXCEPTING THEREFROM ALL MINERALS, OIL, GAS, ASPHALTUM AND OTHER HYDROCARBON SUBSTANCES, WITH PROVISION THAT ANY AND ALL MINING OPERATIONS SHALL BE DONE FROM ORIFICES OUTSIDE THE SURFACE AREA OF THE LAND HEREIN DESCRIBED, AND THAT NO DAMAGES SHALL BE DONE TO THE SURFACES OF SAID LAND. AP # 064-320-035 PARCEL IL A NON-EXCLUSIVE EASEMENT OVER LOTS A, B, C AND D (COMMON AREAS) OF PARADISE PINES UNIT 5 AND OVER LOT A OF PARADISE PINES UNIT 4, FOR INGRESS, EGRESS ND THE USES AND PURPOSES SET FORTH IN THE DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS, AMENDMENTS THERETO AND THE DECLARATION OF ANNEXATION FOR PARADISE PINES UNIT 4. When recorded return to: County of Butte Department of Development Services - Building Division 7 County Center Drive Oroville, CA 95965-3397 I CaPY of Document Recorded 21 -Feb -2003 2003-0011103 Has not been compared with original BUTTE COUNTY RECORDER Space above for Recorder's Use Owner Name:Frank G. Herrera and Diane g. Herrera, Trustees of the Frank G. and Diane G. Herrera Family Trust r Building Permit No: 02-3410 DEED RESTRICTION AND NOTICE OF LIMITED USE FACILITY I. WHEREAS,.on this 20th day of February, 2003, Frank G. Herrera and Diane G. Herrera, hereinafter referred to as owner(s), is the record owner of .the following real property: 6324 Oberlin Court, Magalia, Ca. APN 064-320-035, and as further set forth in Exhibit "A" attached hereto and hereby incorporated by reference, hereinafter referred to as "the subject property"; and II. WHEREAS, the Building 'Division of the Butte County Department of Development Services is acting on behalf of the People of Butte County; and III. WHEREAS, the owner applied to the Building Division for a building permit in order to develop the subject property described above; and IV. WHEREAS, Building Permit No. 02-3410 was applied for on 12.10.02 by the owner in accordance with the provisions of the Butte County Code and the California Building Code; and V. WHEREAS, the use allowed by Building Permit No. 02-3410 has been reviewed and approved for only the limited purposes set forth below; and VI. WHEREAS, it is intended that this Deed Restriction and Notice of Limited Use Facility shall constitute an enforceable restriction and remain in effect until a new application for a different use has been approved; and VII. WHEREAS, Owner acknowledges that Owner will comply with the limited use restrictions that were incorporated in reviewing and approving Building Permit No. 02-3410 which enabled Owner to undertake the limited use authorized by this permit. NOW, THEREFORE, with the issuance of Building Permit No. 02-3410 to Owner by Butte County, Owner hereby affirms Owner's desire to develop a limited use facility, as set forth below, which establishes restrictions on the use and enjoyment of this limited use facility. The undersigned Owner, for himself/herself and for his/her heirs, assigns, and successors in interest, acknowledges and agrees to those restrictions. This limited use facility shall be utilized in compliance with those limitations prescribed by the California Building Code occupancy classification assigned by the building official, except the following uses are not allowed: sleeping.. Additionally, (the space will not be heated and or cooled) (unfinished spaces shall not be occupied until permits are obtained, inspections completed, and approval granted for occupancy). If any provision of these restrictions is held to be invalid or for any reason becomes unenforceable, no other provision shall be thereby affected or impaired. This deed restriction and notice of limited use facility shall remain in full force and effect during the period that this permit, or any modification or amendment thereof, remains effective, and during the period that the development authorized by this permit, or any modification of this development, remains in existence in or upon any part of, and thereby confers benefit upon, the subject property described herein, and to that extent, this deed restriction and notice of limited use facility is hereby acknowledged and agreed to by Owner to restrict the use and enjoyment of this limited use facility and shall be binding on Owner and all his/her assigns or successors in interest. Owner agrees to record this Deed Restriction and Notice of Limited Use Facility in the Recorder's Office for the County of Butte as soon as possible after the date of execution. This document shall be recorded and returned to the Butte County Department of Development Services, Building Division prior to the issuance of Building Permit No. 02-3410. DATE: - ,� _ , 20 03 Owner Signature: Print or Type Name of Above Owner Signature: /Anut eG—, Ale Pee �i 3 Print or Type Name of Above NOTE TO NOTARY PUBLIC: If you are notarizing the signatures on behalf of a corporation, partnership, trust, etc., please use the (acknowledgment) as explained in your Notary Public Law Book. STATE OF CALIFORNIA SS. COUNTY OF BUTTE of persons, signing correct notary jurat On 2 I Q before me, P tri &` , Notary Public, p rsonally appeared ZEK pej k [z83f &L ' Rfi- v► ,/ - Ic i �2rP ,P (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 ftdWV4xecuted the same in hiWhWAteir uthorized capacity(ies), and that by Ihf eir ignature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. s , . _ e/Zi4- STATE OF CALIFORNIA COUNTY OF BUTTE On Public, personally appeared before me, SS. Notary , personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Signature (Seal) This is to certify that the Deed Restriction set forth above is hereby acknowledged by the Director of the Department of Development Services and that Butte County consents to its recordation thereof. , IM i. Yvonn t 60Christo r, Director Depa ment Development Services STATE OF CALIFORNIA SS.. COUNTY OF BUTTE On &&qgtjj oft 61-0 O before Public, persorfally appeared yj Notary personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(A whose name( is/subscribed to the within instrument and acknowledged to me that Vshe/tWy executed the same in I}id/her/th f authorized capacity(jes`j, and that by /her/fir signature(4 on the instrument the personV, or the entity upon behalf of which the persono acted, executed the instrument. WITNESS my hand and official seal. ��Z2— C�S ALICE ANN MEFFORD Commission 81365836 Z S Notary Public - California f Butte County My Comm, Expires Jul 22, 2008 (Seal) EXHIBIT "A" ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE UNINCORPORATED AREA OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: PARCL LOT 35, AS SHOWN ON THAT CERTAIN MAP ENTITLED ''PARADISE PINES UNIT NO. 4", FILED IN THE OFFICE OF THE COUNTY RECORDER OF BUTTE COUNTY, CALWORNIA, IN BOOK 35 OF MAPS AND 101. ,PAGE 97, 98, 99, 100 CERTIFICATE OF CORRECTION RECORDED DECEMBER -2,-1970, IN BOO 1648, PAGE 4, OFFICIAL RECORDS OF BUTTE COUNTY. K EXCEPTING THEREFROM ALL MINERALS, OIL, GAS. OTHER HYDROCARBON SUBSTANCES, WITH ASPHALTUM AND PROVISION THAT ANY AND ALL MINING OPERATIONS SHALL BE DONE FROM ORIFICES SURFACE AREA OF THE LAND HEREIN DESCRIBED, AND AT TS E THE DAMAGES SHALL BE DONE TO THE SURFACES OF SAID LAND. AP # 064-320-035 PARCEL II: A NON-EXCLUSIVE EASEMENT OVER LOTS A, B, C AND D (COMMON AREAS) OF PARADISE PINES UNIT 5 AND OVER LOT A OF PARADISE PINES UNIT 4, FOR INGRESS, EGRESS ND THE USES AND PURPOSES SET FORTH IN THE DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS, AMENDMENTS THERETO AND THE DECLARATION OF ANNEXATION FNS' PARADISE PINES UNIT 4. OR pry r RECORDING REQUESTED BY Law Offices of BLAHA, HARTFORD & PERRY, APC. WHEN RECORDED MAIL DOCUMENT TO r Name FRANK G. HERRERA Address DIANE G. HERRERA 18505 Milmar Boulevard L Castro Valley, CA 94546 MAIL TAX STATEMENTS TO r Name Address SAME AS ABOVE 1 999—m�b42246 Recorded Official Records CountyBUTTEOf •CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant J 09:02AN 01 -Oct -1999 REC FEE 10.00 CONFORM .00 Vickie Page 1 of 2 .- SI'aC:: F.BO�'E THIS'.L*.rE 1'tJF YC.CngDr;v, r L rcr ----- .._-_- TRUST TRANSFER DEED APN: 064320-035 The undersigned Grantor(s) declare(s) under penalty of perjury that the following is true and correct: Documentary transfer tax is $ -0- ( ) computed on full value of property conveyed, or ( ) computed on full value less value of liens and encumbrances remaining at time of sale. ( ) Unincorporated area: ( ) City of and This is a Trust Transfer under §62 of the Revenue and Taxation Code and Grantor(s) has (have) checked the applicable exclusion: ( X) Transfer toa revocable trust; ( .) Transfer to a short-term trust not exceeding 12 years with trustor holding the reversion.; ( ) Transfer to a trust where the trustor or the trustor's spouse is the sole beneficiary; ( ) Change of trustee holding title; ( ) Transfer from trust to trustor or trustor's spouse where prior transfer to trust was excluded from reappraisal and for a valuable consideration, receipt of which is acknowledged. ( I Other: GRANTOR(S): FRANK G. HERRERA AND DIANE G. HERRERA, HUSBAND AND WIFE hereby GRANT(S) to FRANK G. HERRERA and DIANE G. HERRERA, Trustees of the FRANK G. AND DIANE G. HERRERA FAMILY TRUST the real property commonly known as 6324 Oberlin Court, City of unincorporated area of Magalia, County of Butte, State of California, described as: See Exhibit "A" Dated iA2 State of Cal.La - ) ss, County of On Y before me, Notary Public, personally appeared (proved to me by satisfactory evidence) to be the person(s) whose name(sbscribed to a within Instrument, and haLsue to acknowledged to me that hefthtlCthey>xecuted the same in .hieir uthorized capacity(ies), and that by eii gnature(s) on the instrument the person(s), or the entity upon beha of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. r 40YARY P BLIC FRANK G. HERRERA DIANE G. HERRERA KH1.Y:M. BERMUDA Commission # 1214256 = Notary Public - Catiftxnia z Alameda County My Comm. FRFs Mart$;XXi i EXHIBIT "A" ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE UNINCORPORATED AREA OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: PARCEL I: LOT 35, AS SHOWN ON THAT CERTAIN MAP ENTITLED "PARADISE PINES UNIT NO. 4", FILED IN THE OFFICE OF THE COUNTY RECORDER OF BUTTE COUNTY, CAIJ ORNIA, IN BOOK 35 OF MAPS, PAGE 97, 98 99 100 AND 101. CERTIFICATE OF CORRECTION RECORDED DECEMBER 2, 1970, IN BOOK 1648, PAGE 4, OFFICIAL RECORDS OF BUTTE COUNTY. EXCEPTING THEREFROM ALL MINERALS, OIL, GAS, ASPHALTUM AND OTHER HYDROCARBON SUBSTANCES, WITH PROVISION THAT ANY AND ALL MINING OPERATIONS SHALL BE DONE FROM ORIFICES OUTSIDE THE SURFACE AREA OF THE LAND HEREIN DESCRIBED, AND THAT NO DAMAGES SHALL BE DONE TO THE SURFACES OF SAID LAND. AP # 064-320-035 PARCEL II: A NON-EXCLUSIVE EASEMENT OVER LOTS A, B, C AND D (COMMON AREAS) OF PARADISE PINES UNIT 5 AND OVER LOT A OF PARADISE PINES UNIT 4, FOR INGRESS, EGRESS ND THE USES AND PURPOSES SET FORTH IN THE DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS, AMENDMENTS THERETO AND THE DECLARATION OF ANNEXATION FOR PARADISE PINES UNIT 4. � J^ I COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 064-320-035 R-1 ZONING BUILDING PERMIT " OWNER JAMES DIPPEL TELEPNONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS PO BOX 21 MAGALIA 95954 CONTRACTOR'S NAME TELEPHONE ' CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuatlon $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ BUILDINGADDRESS ' 6324 OBERLIN CT. Energy Plan Checking Fee $ $ MAGALIA PERMIT FEE $ LOTNO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF 6 Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat um water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: RENEWAL FOR PERMIT # 96-2657 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS1G W 020.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service 2OOoon OR mss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: . ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: 110 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.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if 1 should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date )Siatre of Applicant - ❑ Owner ❑ Contractor O Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. s0 OR ADONS. ( 6 ACC. BLOS. 3.5¢FT. NEW SIU T. muLT oLm,T @7,50 aPs cAlE oim� UR. T, , o0 OUTLET OR FIXTURES x. Occup. sAL @ .so Ex. Occup. DnUXTLEEDTS .a.1 EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 326.25 HA2. 0. FEES IMP FLOOD COF PARCEL Po ND ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date agIo Receipt No. WHITE-O.O.S.-B.O. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT I Uri f„NZ REST ENTIAL k4 �� ✓ 064-320-035 PERMIT#96-2657 DIPPEL, James 6324 Oberlin Ct., Magalia New,Single Family 04 - 4 V •� �� P `ll 4 k; i OFFICE COPY � 7 1, J Address— ! O �n r GAS Date Meter By 4 til g� '9 }j ELECTRIC Date J 4 Meter By GAS i Date L } Meter BY ELECTRIC pate Meter BY r; R . . I; z a r JOR FINALED (Date) i SI`gnature V 10 ` MISCELLANEOUS ' O=Not OKNot .` Ap `=Not MOBILE HOMES Readyble ; Date MOBILE HOME UTILITIES (Plans) OK except #'s, '> 3. Decks; Girders and/or Joists-Decking-BracingStairs-Rails 1. Zoning Requirements - Setbacks - Easements 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg: Bracing - 2. Soils; Special MH Support Sketch---�--�` 5.Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 3. Sewer; Location -Test -Fall -CIO -Concrete 6. Carports; Windows -Doors 4. Water, Location -Test -Easement Needed (Sketch) 7. Electric \ 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses v 6. Gas; Location -Test -Wrap; / /°L'ft. 9. Siding; Nailing -Veneer -Stucco -Mesh / /Nat. or/ /"L°ft./ /LPG �. 10. Roof; Shthg-Roofing 7. Well Clearance & Disconnect 11. Ext.; Steps -Doors -Landings 8. Utility Clearance '1+ Date Date Card B-1 Date -Card B-1 Date Card B-1 \ Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'sl l+ -_1 1 1" Zoning Requirements- Setbacks Easements �- 2. Footings; Size -Spacing -Marriage Line I 3. Gas; MH Test -Demand -Valve -Connector t 4. Electricity; MH Test -Crossovers -Breakers -Clearances, . ; 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged : 9. Tie Downs -Type -Installation Cert. _ 10. Exits; Insp.-Sketch 11. Cert of Occupancy ` Date Card B-1 Date Card B-1 Date Card B-1 - Date - - Card B-1 \ lv C -o -w\~v MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings;Soils-Size-DepthSpacing-ConnectorsSteel,, 3. Decks; Girders and/or Joists-Decking-BracingStairs-Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg: Bracing - 5.Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric \ 8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses v 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness .\ Dead Men-Uning � 4. Elec.; Receptacles and Lighting, Distance -GA 5. Elec.; Pool Lighting; 15 Volts-GFI `. 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/6 -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/S Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 /4 -c -c- C>_J ✓= OK O = Not No OK RESIDENTIAL (Single & Duplex) - = Not Applicable * = Not Readv except #'s 2. Fig., Main; Soils-Elec. Gn4d.-/ /ZC' tg. Depth Fig. Garage; Soils-Steel-Elec. Grpd/ ,(Lt Ftg. Depth \ 4. Ftg. Porches & Decks; Soils -Steel-/ P Ftg. Depth walls -,."In; Steel-Blockouts-Wrapped Ste alts, Garage; Steel-Blockouts-Wrapped 6 old Downs and Special Anchors 7. SlabZ' teel-Wrapped 84,P1115rs-Fireplace Ftg.-Steel W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10 �UF. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11;._Wter Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 1?.�enums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15_,1ccess & Ventilation 16. Insulation Date ' // (�� Card B-1 (moi Date Card B-1 Date C -1 Date Card E-1 Date MB (Permit) OK except #'s 17 er .; Vent -Access -Combustion Air Baffle 1 r Pipe; Test & Anchor -Nail Protection 19 .W.V.; Test Fittings & Anchor -Nail Protection 129retfower Pan; Test, First Floor -Tub Access 'ivi. Tost Tub & Shower, Second Floor -Tub Access Pipe; Sixe & Anchors Date "j Card B-1 E? ) Date Card B-1 Date Card B-1 Date Card B-1 Date HANICAL (Permit) OK except #'s 35 Ducts Insulation & Support 3 . Ven an, Exhaust above insulation 37 ondensate Drain & Overflow, Size & Grade 38.,fienance-Vent Access -Comb. Air -Return Air Vent 115 outlet 3 . Attic Access & Platform if Furnace in Attic Date 'l. '7 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date tRAMING (Plans) OK except #'s Materials & Anchors 41f!! 1Studs-Nailing Spacing & Braces -Plates -Sound 4 ea?Kq Walls over Girders & Floor Nailina 43!D Stop in Walls (rat proof) Fire St s, Furred Ceilings -Stairs -Chasers -Tubs 45 ders & Beams -Size & Bearing Date FRAMING (Continued) 018. Hygers=Post Caps -Anchors -Connectors 49TCling. Joist-Rftr. Ties-Purlin-roff Brac.-Truss-Shting: Rfng. 7 Firep�s or Type A Flue -Fireplace Throat clearance 49 ss; Size & Romex Protection -Draft Stop -Ins. Baffles indows or Exiting Doors -Sill Hgt. & Dimensions 5 arab Fire Protection Framing 52—PI'perty Line Firewall & Openings xt. Doors -One 3' -Check Garage 3rd Story, 2 Exits bb- 'tytPod on Roof Overhanq-Attic Vents -Rafter Outriaaers Veneer )rip Screed -Fd. Vents-Underflr. Access 98! ng Area -Glass Protection- kylights-Pia tic Shear Walls; Nailing -Bolts Brace Wall Panels ' 6YInsulation-Walls-Ceilings r*I 62. Infiltration -Walls -Windows Date 312 Card B-1&_,, Date Card B-1 Date Car9111Date Card B-1 Date an,) OK except #'s S - oor & Sidelight Protection -Landings 4 moke Detector T>5. Furn , ents-Clearance-Comb, Air-Conector- n Garage; Above Floor -Ducts -Meth. Protection 66. X67. Bath Fixtures & Tub Access -Spa 68' rim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70 - eart 71 ec. ood Panel, Int. & Ext. 72�-it. Fixt ance; Ground. -Air ingClearance 73 a .& Rece ticales at ' er eFire Door; Swin - din -Closure 75. A.C. Duct jr.LGarage-Da m er 76.tc; V Clearance -Comb. Air Connecto 1 rage; Above Floor -Meth. Protection Plb., Elec. & Mech. Equip. Listed for Location 98-'Ev ece tacles in Garage Protection Ins rFoam-Looked in is 8 . Gu i s & Deck Construction -Post Caps 8 . dn. VBents & Crawl Hole Door Drainage & a rth ClearartajoEttolZed under Floor 82,.tp�ovaing Instld./Drive 0 Yes4'NoANalks 0 Yes R'No/Planters Q Yes gPdC Or Stucco Brown -Finish A.C. qajLDsconnect, Electrical -Plumbing 8 Roof, Pibg-Ap enings V� elr5sconnect, Electrical, Plumbing . Exte ' .nm, G.F.I. Receptacle -Underground @8-VeoWedOrilhrought House Gas -Electric W— Energy Compliance Certificate -Other Certificates :1—/ y --i-? t 7S Dat— 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: Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date LECTRICAL (Permit) OK except #'s 23 ix e & Transformer Clearance -Ins. Protection 24. le : Receptacles Spacing -Lights & Switches at Doors 2 ize Boxes & No. of Conductors Stapled 2 . omex Installed Close to Edge of Studs & C.J. 27. quip. Ground made up w/Mech Fastners-Bond Gas & Water 28. ppliance Circuts in Kitchen & ConclSize GFI 29. Subfeed Wire Size / ' / ga. Cu or AI . Wire Size / ga u or AI 30. Range Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or AI Insulated Neutral Q Yes 0 No 3 . Service -Riser Conductors & Ground -Main Disconect r 3 Equip. Clearances Panels-Motors-Mech. Epuip. 33. Clothes Closet Light -Shower Light -Spa Light 34.f5'moke Detector Date "j Card B-1 E? ) Date Card B-1 Date Card B-1 Date Card B-1 Date HANICAL (Permit) OK except #'s 35 Ducts Insulation & Support 3 . Ven an, Exhaust above insulation 37 ondensate Drain & Overflow, Size & Grade 38.,fienance-Vent Access -Comb. Air -Return Air Vent 115 outlet 3 . Attic Access & Platform if Furnace in Attic Date 'l. '7 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date tRAMING (Plans) OK except #'s Materials & Anchors 41f!! 1Studs-Nailing Spacing & Braces -Plates -Sound 4 ea?Kq Walls over Girders & Floor Nailina 43!D Stop in Walls (rat proof) Fire St s, Furred Ceilings -Stairs -Chasers -Tubs 45 ders & Beams -Size & Bearing Date FRAMING (Continued) 018. Hygers=Post Caps -Anchors -Connectors 49TCling. Joist-Rftr. Ties-Purlin-roff Brac.-Truss-Shting: Rfng. 7 Firep�s or Type A Flue -Fireplace Throat clearance 49 ss; Size & Romex Protection -Draft Stop -Ins. Baffles indows or Exiting Doors -Sill Hgt. & Dimensions 5 arab Fire Protection Framing 52—PI'perty Line Firewall & Openings xt. Doors -One 3' -Check Garage 3rd Story, 2 Exits bb- 'tytPod on Roof Overhanq-Attic Vents -Rafter Outriaaers Veneer )rip Screed -Fd. Vents-Underflr. Access 98! ng Area -Glass Protection- kylights-Pia tic Shear Walls; Nailing -Bolts Brace Wall Panels ' 6YInsulation-Walls-Ceilings r*I 62. Infiltration -Walls -Windows Date 312 Card B-1&_,, Date Card B-1 Date Car9111Date Card B-1 Date an,) OK except #'s S - oor & Sidelight Protection -Landings 4 moke Detector T>5. Furn , ents-Clearance-Comb, Air-Conector- n Garage; Above Floor -Ducts -Meth. Protection 66. X67. Bath Fixtures & Tub Access -Spa 68' rim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70 - eart 71 ec. ood Panel, Int. & Ext. 72�-it. Fixt ance; Ground. -Air ingClearance 73 a .& Rece ticales at ' er eFire Door; Swin - din -Closure 75. A.C. Duct jr.LGarage-Da m er 76.tc; V Clearance -Comb. Air Connecto 1 rage; Above Floor -Meth. Protection Plb., Elec. & Mech. Equip. Listed for Location 98-'Ev ece tacles in Garage Protection Ins rFoam-Looked in is 8 . Gu i s & Deck Construction -Post Caps 8 . dn. VBents & Crawl Hole Door Drainage & a rth ClearartajoEttolZed under Floor 82,.tp�ovaing Instld./Drive 0 Yes4'NoANalks 0 Yes R'No/Planters Q Yes gPdC Or Stucco Brown -Finish A.C. qajLDsconnect, Electrical -Plumbing 8 Roof, Pibg-Ap enings V� elr5sconnect, Electrical, Plumbing . Exte ' .nm, G.F.I. Receptacle -Underground @8-VeoWedOrilhrought House Gas -Electric W— Energy Compliance Certificate -Other Certificates :1—/ y --i-? t 7S Dat— 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: LOERKE INSULATION CO., INC. INSULATION CERTIFICATE Lot 35 Oberlin ;2, ! Magalia Number and Streetity Butte County Subdivision Lot Number DESCRIPTION OF INSTALLATION 1. ROOF Material Brand Name Thickness (inches) Thermal Resistance (R -Value) 2. CEILING Batt or Blanket Type Fiberglass Batts Brand Name Schuller Int. Thickness (inches) . 13.0 Thermal Resistance (R -Value) R 38 Loose Fill Type Fiberglass Brand Name Schuller Int. Contractor/s min. installed weight/ft sq. .823 Ib. Minimum Thickness 16.3 inches. Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) R 38 3. EXTERIOR WALL Material Fiberglass Batts Thickness (inches) 3.5 4. RAISED FLOOR Material Fiberglass Batts Thickness (inches) 6.75 5. SLAB FLOOR / PERIMETER Material Thickness Perimeter Insulation Depth (inches) 6. FOUNDATION WALL Material Thickness (inches) DECLARATION Brand Name Schuller Int. Thermal Resistance (R -Value) R 13 Brand Name Schuller Int. Thermal Resistance (R -Value) R19 Brand Name Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Value) I hereby certify that the above insulation was installed in the building at the above location in conformance With the current Energy Efficient Standards for residential buildings (Title 24,Part 6, California Code of Regulations) as indicated on the Certificate of compliance, where applicable. C.L.#499150 4-30-97 LOERKE INSULATION CO., INC. them #s igA ure,atensta mg Subcontractor Co. Name)r General Contractor (Co. Name) Or Owner 7lq g Item #s ig ature, Item 9s Signature, Date nsta ing Subcontractor(Co. Name)Or General Contractor (Co. ame) Or Owner Installing Subcontractor Co. Name Or General Contractor (Co. ame) Or Owner �Df COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PERMIT 9-6 -`��� ASSESSOR PARCEL NUMBER 064-320-035 ZONING R-1 BUILDING PERMIT OWNER JAMES DIPPEL TELEPHONE SQ. FT. OCC. BUILDING VALUATION 1515 R 81 810.00 OWNERS MAILING ADDRESS PO BOX 21 MAGALIA, 95954 489 U 8,802.00 CONTRACTORS NAME _'S 872NE0450 108 coc7 1,404.00 198 OPET 1,386.00 CONTRACTORS MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ 93.402.00 Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ 612.50 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 398.12 Energy Plan Checking Fee $ 23.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDINGADDRESS 6324 OBERLIN (;T- PERMITFEE $ 1053.62 PLUMBINGPERMIT Filing Fee 20.00 Each Trap 9 7.00 63.00 LOT NO. SUBDNISS It PARCEL MAP Solar Or heat pump water heater 23.00 Water piping 15.00 15.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each gas water heater or vent 15.00 15.00 Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: - Mobile Home S I G W .15.00 @20.00 PERMITFEE S 143.00 Contractor ELECTRICAL PERMIT Filina Fee 20:00 Main Service000V OR LESS ( 200A OR LESS ) 23.00 93-00 Main Service ( 200A TO 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class .29Lic. No. �j� SOS OWNER -BUILDER •D GLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUP. OR ADONS. ( 8 ACC. BLUE. ) s0. 3.50 FT.70.13 NEW CONST. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS ) 97.50 ( POWER APPARATUS ) 8 SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) 1 20 S Z. ISL FIXED APPWS. OR EX. Occup. ( OUTLETS (RESID.) EA) 5.00 Temporary Service 23.00 9-1 nn Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ 136.13 Contractor WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier ,S MECHANICAL PERMIT Filing Fee 20.00 H ng 0 Cooling Hood 6.50 6-50 Ventilation PERMITFEE $ 70-00 Contractor Policy Number AW.- 4!50_: 1 g? (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X _ Date 1//per/�p _ Sign re f Applicant -,Q O XContractor C1Agen An SH permit is required for cavations over 50" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee Is 46.00 OCC CONST. TYPE TOTAL FEE $ 428.75 HAZ. FEE FLOOD /((// CD PD HD 5SU This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have BY PERMITEXPIRESON applicable provisions Resolutions to do work been paid. Dat Q l 8 / (A.) /��, p/ Rece4tV 5-Dr^�� - 2W13 Q'� / �� = c�, WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT t M COUNTYOF BUTTE - DEPARTMENTOFDE.�/ELOPMENTSERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVftE';�ALIFORNIA 95965 -TELEPHONE (916) 538-7541 1 PERMIT APPLICATION DATA SHEET i Jill Al /G 6V-320 - 039- OWNER A. P. No. Proposed Building Use `� Q'L S Building Inspector C_ Date // 2 j 9.(0 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECENED BY 1, All items have been submitted . ........................................ 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... e 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. Hazardous Material Form . ..................................... 6. Energy Design Compliance and supporting documentation . .................. /Z-�"y ✓� 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 4192. Engineered truss details and layout in duplicate (required prior to plan check). ... . Mobilehome a d_ nufacturer's installation instructions, 2 sets. ........... Fees of $ 1 . Z ' . ................ ...................Impact fees as shown on attached schedule. s`California Department of Forestry plan approva fees. 13. Flood elevation letter (100 year flood)Ly lifo n gineer. .... . 14. Sanitation and. plot plan approval Health Department. . 15. ,City of Chico plumbing permit . ......................................... 161' Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: . ........ Contact Land Development about (A) Improvements (B) Drainage. ........... Driveway permit (construction approval required prior to occupancy). ....... : . 20. Pre -inspection for PR'"le�O" `�O� p required. . . to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . ............... 22. Certificate of Workmans Compensation Insurance . .......................... —Owner—Builder Verification (Given to owner Mail to owner _�. ........... 4. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan check list . ..................................................... 33. 34. Whe y •ti issue the errr�it, ro ess as follows: Mail to w er. Mail to contractor. Telephone �� c ' �yd and hold for pickup at C: �/ L �— office. Deliver with inspector. Other Parcel Creatio Acreage Applicant Date Copy of,Haz-Mat form sent Health Dept: Fire Dept. Air Pollution Dater ; Copy of plans sent Health Dept. "`Fire Dept. Other Date By The following data must .be submitted pri%t er it iss a e: (Circle new item not checled above). 1. Index permit for above items No. 2. Additional items required: E f, Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ ail n by _ Date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works A `# . E.H. USE ONLY 1' i~S� � � Plot PLn Atdched ♦ ' ? Floor PLc Attached ` Sit to s.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance 0.3 Owner��ation AP# PP g Po Supply: Plan Approved for: Sewage Disposal �l/ Water Su 1 : Public Private Well L T Clearance for; -3 bedroom mobile home. Other �_.�•�,T /���t�t it's Hold final for: Final clearance O.K. for: OVI 1 4gtk ?-Z-/ alist V Date - 2/01) C O UNI'Y OF B li ITE DEPARTMENT OF DEVELOPIMENT SERVICES - BUILDING DIVLSION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 OWNER c� �"� �' ,4A e, A.P. -6 y - .32 PROPOSED BUILDING USE DATE # -DATE REC77 1` ; • t r .. M �, • SCHOOL DISTRICT FEES ,. Aj o ' -• ' '^u'y' - ��� , .. (paid at District Office) y } -'t 7• P SOI L / � �'tG t - -1 �-'+wY^RG t�t.: V. • r r ., t � s . , r K .i .aMr� .y, j� x 2. SHERIFF' FEES (paid at Buildin Division) , K ';r _ Q' (/mss. j ; 4 ,*z ;w .• _ Residential.:.. z unit amt. - -- Commercial (sq.ft.). z 3. URBAN AREA FEES ,paid at Building Division) - Residential (per unit). z _$ #11331tS amt. Commercial (sq.ft.). z _$ sq.ft. amt. 4. RECREATION DISTRICT FEES (paid at District Office) ` 5. THEMALITO DRAINAGE DISTRICT FEES $400.00 (paid at Building Division) 6. SRA FIRE INSPECTION AND PLAN CK $89.00 (paid at Building Division) Z/ ,- 7. NATER TENDER FEES (BATTALION #) = s $200.00 (paid at Building Division) 8. CSA 87 TRAFITC FEE $2500.00 (paid at Building Division) 9. OTHER At time of permit application. I was advised the above fees are required to be paid prior to issuance of the permit. 4PPLICANT 1 DATE 0 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION: FORM (One Form Per Building) School District P/a 440113 C- Building Department No. A.P. Number Jurisdiction: City C21-'-�'-County Property Owner 0.6 1 Property Location/Address Subdivison Lot No. Residential Development No. o Living MHI Units Commercial/Industrial X New Building Department Representative Sq. Footage / Addition (Group R) Sq. Footage Addition (Floor Plans reviewed by School District Personnel) (Including Exterior Roofed Areas) Z Date District Identification No. School District certifies that (Applic t) has complied with the requirements of Resolution No. representing Z -5/E --square feet. Paid by Check # 410 a9' Remarks: Bank Number Paid by Cash by payment of $ �� AB 2926 $ FULL MITIGATION $ Date If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeformmkl (11/94)dmm t. 30 FiEl✓{lMMUG RECMb i to u is E�11TUr And when recorded mail to: Building Division #7 County Center Drive Oroville, Ca. 9965 1� .96-0474741 Rec Fee 9.00 I Check 9.00 Recorded I Official RecordB I County of 1 4 Butte I Candace J. Grubbs I Recorder I I 8:00am 19 -Dec -96 I NVTC FN 2 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 in the County of Butte. State of California. described as follows: Date: XPROPERTY OWNERS: - cTG•rre5 G, /3;,." e_1 UJ State of Califo. nia ) County of ) / On L/'7 before me, o -y, •-��/ ��� vow personally appeared /I' personally 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(ics), 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. , �ueluunulluuetuueluluuuuulll111I11+Inuuleluluuuue® WITNESS my hand and official seal. 01`f ss 29EAL M�M DONALD DRIVON Z Signature O� ir p' NOTARY PUBLIC - CALIFORNIA Signature al: Q COUNT/ OF BUTTE P61y conunbesban EXPWes Sept. 24, 1997 = pIPIfIPP1IfFti PPJPILY�IPIIPIR9R11€IAP11914P4PfppffitPl�® 3.29- 0 NOTE TO RECORDER: DO NOT RECORD THIS SIDE AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT Instructions for recording Agricultural Statement of Acknowledgement: i Insert the legal description of the property in the space provided on the other side of this form. The legal description is the narrative description of the property - which will be on vour deed. If you don't have access to the deed. the Recorders Office can provide this information. ( The description may be handwritten or typed in the space provided or attached on a separate sheet if more space is required). Property owners must sign in the presence of a Notary Public and have the form notarized. Make a copy of the form and then take the original and copy to the Recorder's Office at 25 County Center Drive, Oroville (the Administration Center building). The Recorder will record both the original and copy. They will keep the original and return the copy to you. Just bring the copy back to the Building Division at 7 County Center Drive. RECORDER'S FEES: $6.00 - 1st. Page $3.00 - Each Additional Page RECORDER'S OFFICE HOURS: 9:00a m. - 3:00p.m. (Monday - Thursday). OVER 0 DESCRIPTION ALL THAT CERTAIN REAL PROPERTY SITUATE IN -THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: PARCEL I: LOT 35, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PARADISE PINES UNIT NO. 4", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 1, 1970, IN BOOK 35 OF MAPS, AT PAGE(S) 97 THRU 101. CERTIFICATE OF CORRECTION RECORDED DECEMBER 2, 1970, IN BOOK 1648, PAGE 41 OFFICIAL RECORDS. EXCEPTING THEREFROM ALL MINERALS, OIL, GAS, ASPHALTUM AND OTHER HYDROCARBON SUBSTANCES, WITH PROVISION THAT ANY AND. ALL MINING OPERATIONS SHALL BE DONE FROM ORIFICES OUTSIDE THE SURFACE AREA OF THE LAND DESCRIBED HEREIN, AND THAT NO DAMAGE SHALL BE DONE TO THE SURFACE OF SAID LAND. I PARCEL II: A NON-EXCLUSIVE EASEMENT OVER LOTS A, B, C AND D (THE COMMON AREAS) OF.SAID PARADISE PINES UNIT NO. 5, AND THE LOT A OF PARADISE PINES UNIT NO. 41 FOR INGRESS, EGRESS AND THE USES AND PURPOSES SET FORTH IN THE DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS, AMENDMENTS THERETO AND THE DECLARATION OF ANNEXATION FOR PARADISE PINES UNIT NO. 4. r LINE — / DECK- _ i / APPROVEIS / Butte County Environmental Health ------------ ate 3- BEDQL�oM RE�i/DENGE p1 w Oy �p Signire I L O T 35 Environmental Health I CRNtIL.EVE2 8Ay APR 1 6 1996 Chico, California ��. OPS• / /� _ /GI20t'2 '. t, / tiD % / \ 10 / k'D 10 %0. N 89'20'48" W 1. 0 0 t / , LOT 36 George R. Kellogg Plan Check Engineer cc: Frank Ty os FLT Engineering 5790 Clark Rbad Paradise, CA 95969 ,. utte oun _ _ LAi\1D G NIATURA 11 VV E•4 T'r' A^du 3_A`j BUILDING DIVISION • i DEPARTMENT OF DEVELOPMENT SERVICES James Dlppel 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 P.O. Box 21 TELEPHONE: (916) 538-7541 FAX: (916) 538-2140 Magalia, CA 95954 Re: Single Family Residence Date: 12/16/96 A.P. No. 064-320-035 Permit #96-2657 With reference to the above subject, attached is: [x] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans [ ] Other: Action Required: [x] Comply with plan check list .[x] Resubmit Plans with revisions as requested [ ] Resubmit calculations with revisions as requested [ ] Return originally submitted material Should you have any questions, don't hesitate to contact me at (916) 538-7541 Monday through Thursday between 1:00 PM and 4:00 PM. Sincerely,z//11 / George R. Kellogg Plan Check Engineer cc: Frank Ty os FLT Engineering 5790 Clark Rbad Paradise, CA 95969 PLAN CHECK LIST F] Permit Applicant: James Dippel Date 12/16/96f6 Permit #96-2657 Plans for the above referenced project were reviewed by this office. Please provide additional information and/or make revisions to plans, specifications, or calculations as follows: The cripple wall above the foundation in the rear of the house is greater than 14 inches so qualifies as a story for bracing purposes (Section 2326.11.5 of UBC). Therefore, a interidr braced wall panel is required on a foundation underfloor where bracing is further than 34 ft. apart (see master bedroom/living room area). Provide such bracing as required by Code or engineering showing lateral loads are distributed adequately by other means. Where stem walls are greater than 32 inches in height or act as retaining walls provide adequate Pr steel reinforcing for lateral loads. Check for this situation in the garage area. >e:��Detail 1 on sheet 3 does not match the situation where exterior cripple walls exist. Provide details, with the load transfer connections shown, where brace wall panels are used. Show the locations of all brace wall panels proposed for cripple walls. Revise house sections to show cripple walls and extended stem walls as they are actually to be built. Section D on sheet 4 appears to be keyed in incorrectly, please check and revise as necessary. RESIDENTIAL PLAN CHECIONG GUIDE SINGLE FAMILY, DUPLEX AND NIISCELLANEOUS ONLY OWNER: �J �i �P, BUILDINGP ER: 6 - 24p 6 7 PLAN -CHECKER: A - P. NUMBER: GENERAL: r . Zoning requirements: (side yards and number of permitted living units). /-5- ,2-' S - Valuation. Plans signed by designer. Proper description of work on application. Existing violations on property. Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). x Recorded notice of violation. PLOT PLAN: Complete parcel size and dimensions. ® _Setbacks, side yards, easements, etc. Other buildings or structures. Grading, fills and/or drainage. Flood hazard Special conditions on creation map (Noise, S.R.A., Fire Sprinklers, Water Tender, Trees, etc.). PU,E .7. F.AU. & F.A.S. road setback Building or utilities across lot lines (Record form). FLOOR PLAN: Complete to scale plan with dimensions. ,Y. Required windows for light and ventilation (Section 1203). X' Required windows for second exit (Section 310.4). Skylights (Section 2409 & 2603.7). Glazing in Hazardous Locations (Section 2406). Required room sizes, ceiling heights (Section 310.6). ✓ G.F.C. i. n baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210).. r � ® Lights, switches, receptacles and exterior receptacles for maintenance of mechanical equipment. Lecaticr, cf :va!er healers,eanRser nd coolingequipment, other electrical or gas equipment. Garage firewall, door size (Section 302.4). Minimum of one 3'0" exterior door (Section 1004.6). y2'* Fireplace and wood stove location, alcoves and clearance. X Smoke detectors (Section 310.9.1). Plumbing fixtures, water close, clearances and shower size. STRUCTURAL DETAILS: ;?I.1. Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). ! C%Pp e (Ala ' •2. Standard bracing or engineered design (Section 2326.11.3). � Clerestory requiring balloon framing and/or engineering. 2 3 Zi/ f! �� /Y Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. ;rjakr,r Elevations and wall construction details complete enough to construct build' Roof construction details complete enough to construct building. % Rafter ties or bearing ridge beam. Fireplace construction details and calc. if necessary. Garage door and/or porch header sizes. Stud heights. Adobe soils - special foundation design. Retaining walls requiring design. 1 Special Inspection requirements. j. 19 MISCELLANEOUS ITEMS TO LOOK OUT FOR: Stairway details: landings, rise and run, head clearance, handrails (Section 1006). Guardrail details (Section 509). Brick or stone veneer (Section 1403). Exterior plaster - weep screeds (Section 2506). �! Proper roof pitch for roof covering (Section 1501). . Roof covering type - (fire hazard). ,7! Foam insulation - protection. 8� 36" halls and stairways. Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts. Two exits on three - story dwellings (Section 1003). Underfloor access and ventilation (Section 2317.7). ' J Attic access and ventilation (Section 1505). jai : Combustion air for fuel burning appliances - L.P.G. requirements. IA* Noise requirements on duplexes. Energy design. Flashing at all -exterior openings. C.D.F. responsible area requirements. JANUARY 1996 3.3 LAND DEVELOPMENT BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Building Permit No. c�(O S 61 -►2, ex G1 /4-bY S 6E/e vi_ Li v1A16 7/evr rOWNEs ►'c NAMERS poeVfles NUMBER: D(Qq— 31;20 PRINT LASTJNAUE FIRST COUNTY ZONING DESIGNATION: FLOOD ZONE: FLOOD MAP: APPROVED: CONDITIONALLY APPROVED: V RESOLVE PROBLEMS PRIOR TO APPROVAL: - PARCEL CREATION BY DEEDS OR MAP DEED INFORMATION: DATE OF CREATION. DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED:- YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES- NO COMMENTS/CONDITIONS: MAP INFORMATION: DATE OF RECORDING %��/ �70 LOT 35 BOOK -35— PAGE 7 COMPLIANCE WITH OLD SUBDIV ION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BU/LD/NG DIVISION UNLESS OTHERWISE NOTED. 1. Maintain a 50 ft. building setback from centerline of road. 2. Maintain a 2 S ft.building setback from right-of-way/eer&erline of C.y L — 10 S 3. Comply with Zoning code for building setback from road. 4. Maintain a 100 ft. leachfield setback from all existing wells. 5. Maintain a ft. leachfield setback from 6. Pay water tender fees in the amount of $_ to Battalion Number of the Butte County Fire Department. X.-7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. _ 8. Connect to a public water supply. 9. Connect to a public sewer system. 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes; NFPA.Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, `serves the parcel. 11. Pay'T.D.D. (Thermalito Drainage District) fee in the amount of $ _ 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) 13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. _ 14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning Division. _ 15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. 16. Deer Mitigation fees are to be paid, if such -fees have been adopted by the Butte County Board of Supervisors. - X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the -provisions of Chapter 3, Article II of the Butte County Code. _ 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet.the emission requirements of the California Clean Air Act of 1988 as amended. _ 20. If any cultural resources are encountered. -during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a prfessional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 21. 5��' �S�" 198 PO YL LOCA -T) 04 22 23 24. 25 26 RECEIVED N 0 V 2 6. t9 �;Luu; .... -,�1 ft LAND ME*W, ftM1' SIG LD 7/96 CAWP51 \FORMS.K\BLDGPERM.CLR 75 -If. XZ. Z'ff IV (j)oh VA V Jill-, J: v 4 A...e ii of 77 / Sa V" -7 !4 U _aRIVI 7 .raga aZ9 OZ ' : Alt 11 00CIP —7. _W. 6C. 00 A/ ------ /'51 .Jig foo- E UDosP 40" 17 7 f Rj 1Y Ri 7 1 F C70AI r 0010V PA. \4 to ----�- I �h .6. � �•a��� � �o;� y •r �i�'fX��•'����\ � coo �\;� .4 N A 1 'ALI P Ilk Z �ti l w /• - :• t ��,� 'rir.I�� v I; ' ('d` �fjitJ"ol�,'�} � �. f�i���`.i� � ;�1 • �' � .. .r . I. .. �'+ j,ti•i�}'!` �i '1� a:�. tlr:1.: �_ �'i "•7�.•.,. .. •• •t':jj.�;j,'� r• :tr. ��, + ,'y'-.' i n�•iJJ. ti;., h!�..rr:.. •,{.•�... f; t }f.ri �,: 1.• •� i''�. � •1• .a ,♦°••, :• ,.,,{I;. 4,• ti Mti 1, o��' �. (•.. 7• to t • \Qr .. �1 y .e, ♦ 1:'�w,\f�'1 n 1 'y,. { �i17".•l/ r 311iN t.. �� 1. ti; Y L �� •JS•♦1',F,�. y\r•1,�1i i,i'.+� j�,.. p'�Jy-'. 1 .. .. �'. 1 i': •�. . /•�•rdY,� ,/.f� n .,� , • .. ,:( �:..�, j1L•L,';, 1 ♦1. r.tu.' w-' ,r t,.. :f �+' .�•.I. � ,i• ' .. . \ •1 ..lid`.,•`' � • j. .. � . .�- , m Bil. all tltoea publ'ie utility saaoment• and, recteat anal arasmints 1yicS vithla a pqr Usit tion of Sacti6na 24, 25 and 26, T23N, RM fEN, n Within 3a mapsd f' pttna'St 7., a shown an the mbp of said subdivision, in Hook 39 anpa of tsooid .at papa 97 thra* 101, County Of Butte, Scale of Gallifornia. thsr�tfsem all those publtc utility ea4e■a�ta Mad rocrsstioasl• zxcapti g • iasepoiats as shown oq tha Pray O!' eaeamanis lyiOS within exist"&' drsltmus said jjf #divisim. Also 0=60402 %&"-f— all those public utility assdd subdAVUUo within the building setback "Sao as shoes on the sap Also exaaptins. thereftas all of Lot A as shown on t e a+ap of said subdivirioa. . rafraa all the lollovieg4starib�d Public atility wNrate Also mceepeig8 tM ' and raermatioual "Semaoto as ohova on the sap Of aid subdivialoi►t 1). nt certain 20•goot public utility gas of and racs+saLa+el sasemeti�t I lying 10 teat oa eacb olds and nontiguous to Lota,6 through 42.08 ahwra o0 Cho asp Of sala subdiviai'oM. 2) 'ghees certain rights of vsy. and sasemsnts . #bc ingress 4" egress on, Over dad ao;rcits the Mortheasterly 20.00 feet of Los 192 ehsloagh'195 for • aoasaun dsiisttray r,Xpesae: '1 Bald map shoving tbs saseaeetblla 1loska 7 Countys �UscceraD ive, rarills,of Tutee County pepartoent j A •.-':.•,--,xw+...............-:..,r.,.ymrc.at.r+v..ev..•r!•-.--.u-,va,n.. • ' ,j .. . , 1, w �'• ; • .k°AR h"ti '; t', ? e•�\Pr+• nqq.��[ 01 IM ., ,• ., , .,' . ' z, •: • ... is •';. :�•��� ��ai; T. TO: Building Department FROM: Encroachment Permit Section RE: 'Driveway Clearance ei agoo e K (3 Z `f ��/.. 4 o n r location Driveway permit t, G / 37 4 si ature AP # has been issued for the above property. date 4,6 4X6 44- peoi I 1 1 1 r ix 19 86 _ -7.2 _. . QRo-F SSio _ 1 GI C y , T I ) f -20v--, r U TU qT C r '_P� T-° �� CAL PCS_, f (7, -Yr) 2 0 �4 2 0, Y, 12 (-Tyr.) 4- PLA; hol r _ pZ 31410 l ." TE C®1.1NTY 3'DILDING DEPARTMEM s : Cn Rte`/PtN fwE N -r - -7. (o SOLID KICK -7 SUBJECT TO NOTE 5c Nk 8 ATTACH BASE TO CONCRETE SLAB 11TT}I HILT11 /K4INK BOLT 2" D OR EQUAL PER I.C.B.O. ES. REPORT J4627 AT 16' O.C. ALSO (1) ANCHOR ON ; EACH SIDE OF KIC VERTICAL MULLION. , EXISTING CONCRETE SLAB IN GOOD CONDITION 3 1/2' MINIMUM #12 PAN HEAD WOOD SCREWS 1 1/2' MIN. INTO SOLID WOOD OF STRUCTURE (16' O.C.) J8 x 1/2' SHEET METAL SCREWS 3' O.C. TYP. INSULATED WALL PANEL NOTE EAVE HEADER SHALL EXTEND A MINIMUM OF ROOF PER (3) BAYS. SPLICES SHALL OCCUR AT SUPPORT PATIO COVER RECOGNIZED I ROES. REPORT LOCATIONS. PIECE 10, 16 g 14 SPLICE 1 FT. MAbMUM ROOF LOCATIONS SHALL OCCUR AT ALTERNATE OVER HANG FRONT g (SEE NOTE 7) SUPPORT LOCATIONS SUCH THAT A MINIMUM GABLE ENDS 4'-0 1/2' LAP OF THE DIFFERENT SECTIONS 17- _ ._.- WALL OCCUR. WHERE POSSIBLE, SAVE HEADER T • • - .- . - MEMBERS SHALL BE FULL LENGTH. LC.80. Q RECOGNIZED PATIO COVER ROOF (NOTE 7) /OPEN AWA - RWIE UNR LENGTH FRONT ELEVATION (WITH OUT TRANSOMS) 1/4-20 MK PRO SELF DRILLING SCREWS AT 3' O.C. EACH FACE FAVE TO HEAD. mmm (a g)/Ii1. LUO. ES. RECOGNIZED PAIW COVOt -n ONE OF THESE NON-BEARING WALLS MAY BE ENCLOSED WITH FULL HE09 WALL PANES (SEE NOTE 5c) r. ONNCY PERW3 FF DOORS— -- I -- _ -- MAI- PANELS gf7HG MALL FILER PANI - (NOTE x & 8) (NOTE 5e R 8) FRONT ELEVATION (WITH TRANSOMS OR PANELS ABOVE WINDOWS) 16 IN MAK METRIC CONVERSIONS 6 PL Ilb = 4.45 Newtons (WmmHEIGHT W� 1 ri = 6.89 kPo PANELS) 1 = 25.4 mm I6•-0• LAX. JZOPEN 15 ► 16 LOAD MWdNG C�►+T) WALL PROJEC110N ` ��. Q 2'-3' per• ,fib KICK -PNM 8'-0 1/2' 4 HEIGHT / ¢ �o• o �, . L x 1/2• METAL SCREWS 15 (4) EACH VERTICAL CHANNEL 2'-4' oPBONAI S1 t 2' MIN `+ :- « BAY WALL CORNER) .'.� . - '�-�: L (N7t}f 4S CORNER) -` EMBEDMENT ; ' NOTE NO ROOF OVERHANG UNIT LENGM (WIN GABLES) ALLOWED WHERE BAY WINDO'N OCCURS. SECTION I PLAN VIEW SECTION I (WITH OPTIONAL GLAZED1xn. 8 x 1/2' SELF DRwNG NO. 8 x 1/2' SELF DRILING KICK PANELS & TRANSOMS) SCREWS AT 8' O.C. SCREWS AT 8' O.C. (TfPICA Ram &OUT) a1 % (M / (Mk INSIDE &OUT)V 11 E--O.C.--1 O.C.--j SECTION uJ_ No 8x1/2;saFORTUINc _.__._...__SECTION _F_.._ ............... -.-.--._-SECTION _---H_ SCREIVS AT 8_ O.C. ECTION B�("' INsroE g STANDARD 'H" `- OPTIONAL HEAVY 'H" SECTION C SECTION E SECTION G SECTION 'TWO. 8 x 1/2" SELF DF11M SCREWS AT 8' O.C. (iYPI A INSIDE g OUT) SECTION L LCJLO. ES RECOGNM PATIO WAR NXx7F (NOTE 7) 8'-2 1/4' NDW :; RDOE MAX. 1-5-1 1/4' O.C. f 5 Duets:: -0 61 1 —4(HO E 10) 18'' MAX. PROJECTION GABLE END ELEVATION GENERAL NOTES AND SPECIFICATIONS 1. These standard plans show members, connections, and allowable loads for the product, and assume that the connections at the base and wall are secured to adequate structural components of the existing structure as indicated in the details. 2. In order for an existing slab to be used, R shall be in good condition with no evidence of extensive crocking, water seepage or unstable foundation .characteristics. Minimum thickness ,shall be 3-1/2 inches. 3. Mechanical Fasteners: a. Sheet Metal screws to be HRti-Kwk pro -self drilling . stainless steel or equal. b. Anchor bolls into concrete slab shall be 1/4" diameter x 2-1/4' Hg6 Kwik Bolt A. Provide 2' min edge distance. 4. AD structural members including headers, vertical mullions and comer posts shown on these plans shall be aluminum alloy and temper 6005-T5, except as noted otherwise. 5. When used as a patio cover (asrovided for under appendix Chapter 31 ofthe 1997 UBC code: a. It may be supported on a new or existing non -engineered concrete slab on grade. If such non -engineered slab is utilized then the allowable load is limned by such slab as indicated in load tables. b. The 'use of such patio rooms are fimited to recreational and outdoor Irving purposes only and are not to be used as carport, garage, storage or habitable rooms. c. 'Open area of the longest wall and one additional wall shall be a minimum of 65% of the area below a height of 6' - B" for each wall. 'Open area' is defined as area with insect screening or readily removable plastic glazing not to exceed 1/8' in thickness. The.third wag may be solid or glazed with glass. d. All other requirements of appendix Chapter 31 'Patio covers' enclosures' of the 1997 UBC shag be adhered to. 6. Aluminum connections must be protected from direct contact with dissimilar materials such as steel dx concrete. In accordance with Chapter 20 Section 2011.6.2 of the the Uniform Building Code. 7. This patio system may be installed under Four Seasons Weatherlock g roof panels with roof H -beams recognized for enclosures per Chapter 31 (Appendix) of the 1997 Uniform Building Code. 8. Solid wall panels shown on details shag comply with an I.C.B.O. report currently recognized by the I.C.B.O. Evaluation Service Inc. All exterior areas of solid walls which are subject to water intrusion shag be fully caulked. 9. Each patio system shag have a permanently affixed identification tog rating the following: a. Name, and address of manufacturer b. Design loads c. Current I.C.B.O. Evaluation Service Report Number 10. A 6'-0' max width tempered glass or plastic slidiing door may be installed in any non-bearing wag, provided that the wag is not being used to satisfy the OPEN AREA' requirements of note 5C. REVISIONY UPDATED NOTES 5, 6, 7 PC a; N Q'i w O o Cn W d O o C3 J w 0 a w 0 'CZ; w o O rn w US `o VV`V11 0 W �l i • • E S E3 1 �= :MM DRAWN BY' RC CHECKED BY CM DATE 2/14/00 EVALUATION REPORT # 4590P DWG II 230ICB097 PAGE 1 OF 3 J G 11 T/8' ice' WIN I ^` ONE OF THESE NON-BEARING WALLS MAY BE ENCLOSED WITH FULL HE09 WALL PANES (SEE NOTE 5c) r. ONNCY PERW3 FF DOORS— -- I -- _ -- MAI- PANELS gf7HG MALL FILER PANI - (NOTE x & 8) (NOTE 5e R 8) FRONT ELEVATION (WITH TRANSOMS OR PANELS ABOVE WINDOWS) 16 IN MAK METRIC CONVERSIONS 6 PL Ilb = 4.45 Newtons (WmmHEIGHT W� 1 ri = 6.89 kPo PANELS) 1 = 25.4 mm I6•-0• LAX. JZOPEN 15 ► 16 LOAD MWdNG C�►+T) WALL PROJEC110N ` ��. Q 2'-3' per• ,fib KICK -PNM 8'-0 1/2' 4 HEIGHT / ¢ �o• o �, . L x 1/2• METAL SCREWS 15 (4) EACH VERTICAL CHANNEL 2'-4' oPBONAI S1 t 2' MIN `+ :- « BAY WALL CORNER) .'.� . - '�-�: L (N7t}f 4S CORNER) -` EMBEDMENT ; ' NOTE NO ROOF OVERHANG UNIT LENGM (WIN GABLES) ALLOWED WHERE BAY WINDO'N OCCURS. SECTION I PLAN VIEW SECTION I (WITH OPTIONAL GLAZED1xn. 8 x 1/2' SELF DRwNG NO. 8 x 1/2' SELF DRILING KICK PANELS & TRANSOMS) SCREWS AT 8' O.C. SCREWS AT 8' O.C. (TfPICA Ram &OUT) a1 % (M / (Mk INSIDE &OUT)V 11 E--O.C.--1 O.C.--j SECTION uJ_ No 8x1/2;saFORTUINc _.__._...__SECTION _F_.._ ............... -.-.--._-SECTION _---H_ SCREIVS AT 8_ O.C. ECTION B�("' INsroE g STANDARD 'H" `- OPTIONAL HEAVY 'H" SECTION C SECTION E SECTION G SECTION 'TWO. 8 x 1/2" SELF DF11M SCREWS AT 8' O.C. (iYPI A INSIDE g OUT) SECTION L LCJLO. ES RECOGNM PATIO WAR NXx7F (NOTE 7) 8'-2 1/4' NDW :; RDOE MAX. 1-5-1 1/4' O.C. f 5 Duets:: -0 61 1 —4(HO E 10) 18'' MAX. PROJECTION GABLE END ELEVATION GENERAL NOTES AND SPECIFICATIONS 1. These standard plans show members, connections, and allowable loads for the product, and assume that the connections at the base and wall are secured to adequate structural components of the existing structure as indicated in the details. 2. In order for an existing slab to be used, R shall be in good condition with no evidence of extensive crocking, water seepage or unstable foundation .characteristics. Minimum thickness ,shall be 3-1/2 inches. 3. Mechanical Fasteners: a. Sheet Metal screws to be HRti-Kwk pro -self drilling . stainless steel or equal. b. Anchor bolls into concrete slab shall be 1/4" diameter x 2-1/4' Hg6 Kwik Bolt A. Provide 2' min edge distance. 4. AD structural members including headers, vertical mullions and comer posts shown on these plans shall be aluminum alloy and temper 6005-T5, except as noted otherwise. 5. When used as a patio cover (asrovided for under appendix Chapter 31 ofthe 1997 UBC code: a. It may be supported on a new or existing non -engineered concrete slab on grade. If such non -engineered slab is utilized then the allowable load is limned by such slab as indicated in load tables. b. The 'use of such patio rooms are fimited to recreational and outdoor Irving purposes only and are not to be used as carport, garage, storage or habitable rooms. c. 'Open area of the longest wall and one additional wall shall be a minimum of 65% of the area below a height of 6' - B" for each wall. 'Open area' is defined as area with insect screening or readily removable plastic glazing not to exceed 1/8' in thickness. The.third wag may be solid or glazed with glass. d. All other requirements of appendix Chapter 31 'Patio covers' enclosures' of the 1997 UBC shag be adhered to. 6. Aluminum connections must be protected from direct contact with dissimilar materials such as steel dx concrete. In accordance with Chapter 20 Section 2011.6.2 of the the Uniform Building Code. 7. This patio system may be installed under Four Seasons Weatherlock g roof panels with roof H -beams recognized for enclosures per Chapter 31 (Appendix) of the 1997 Uniform Building Code. 8. Solid wall panels shown on details shag comply with an I.C.B.O. report currently recognized by the I.C.B.O. Evaluation Service Inc. All exterior areas of solid walls which are subject to water intrusion shag be fully caulked. 9. Each patio system shag have a permanently affixed identification tog rating the following: a. Name, and address of manufacturer b. Design loads c. Current I.C.B.O. Evaluation Service Report Number 10. A 6'-0' max width tempered glass or plastic slidiing door may be installed in any non-bearing wag, provided that the wag is not being used to satisfy the OPEN AREA' requirements of note 5C. REVISIONY UPDATED NOTES 5, 6, 7 PC a; N Q'i w O o Cn W d O o C3 J w 0 a w 0 'CZ; w o O rn w US `o VV`V11 0 W �l i • • E S E3 1 �= :MM DRAWN BY' RC CHECKED BY CM DATE 2/14/00 EVALUATION REPORT # 4590P DWG II 230ICB097 PAGE 1 OF 3 SERIES 230 PATIO SUNR00115 1.� x.ABLE OF 10Oa►M1 ALLOWABLE ROOF LIVE IAADS FOR WALLS ROOF SPAN OrER NANO . ROOF LIVE LOAD WIND L,W (NOTE 8,0 1< (NOTE A) STD H W H MAX LOAD FOR NON -ENGINEERED SLAB PSF (NOTE C, D & E) 8' 1' 70 UPH 38 33 80 NPt1 --- 38 38 10' 1' 70 NPH 31 27 80 MPH _ 31 1r 1' 70 NPH 26 23 80 NPN -- ze •• 14' V 70 MPH 23 +-- 20 8010'It 23 BM 15 1' 70 MPH 20 18 80 MPH 20 Note A: Note B: Note c: Note D. Note E WALL EXTRUSIONS (!)OR\J ' wind loads assume Exposure C. (FOR MATERIAL SEE NOTE 4) Allowable patio cora roof bads are bosed on the 8 X 1/2'-, supportieg stnxiare. limits of the roof panels must FACTORY ASSEMBLED 12 O.C. determined per recognized LC.B.O. ES. Elevation Report FIELD INSTALLED Allovable axial bads are based on 4'-0 1/2' windows (2) 18 X 1 SMS on each side of the mullion. Combination exceeding CONNECTING 7 TO 15 k 15 this limit must be reviewed by a profession! When hansom window is ed bsand panel, the FASTENING DETAIL OF -�- standard cave member X10to shshaA be s r replaced by cave member it I. WINDOW TO VERTICAL LLI Where boy .;odors are used, the nonnso tram window . H MUON unit CIA maximum front elevation he;ght of W-11 1/21 / 2 stall be used when the rind load requirements. ars 80 or 85 mph, Exposure C. At beations where 85 mph, Exposrue C wind occurs, the lovable Eve food shall be limited to ttase 3.03 .500 a eon emineered slab and have o maximum front height 1.1 j----2.900 ,-4.744- 4 r-.190 'H' CHANNEL OO TYP. WALL = .050 .812 �_ .8251 .438--I E- WINDOW JAMB, LEFT �TYP..WALL = .062 j 3.020 2.8190 __I_ HEAVY 'H'' DEEP ELECTRIC 'H' CHANNEL TYP. WALL = .080 O TYP. WALL = .070 ®WINDOW JAMB, RIGHT TYP. WALL = .062 2.89 1.313 .300 14 WINDOW HEADER TYP. WALL = .065 0 3' SILL - THERMAL 9 TYP. WALL = .055• 10. 8 x 1' SCREWS FROM ITEMS 7 k 8 ATTACH HERE (SEE NOTE) 1.313 .500 ' 1.075i - ..500 2.713 2.213 .384 '_L500 .1 15 WINDOW SILL TYP. -WALL = .065 2.713 _1 _ 1.r81 I .625 1 3.510 {---3.510---� 90 CORNER (DK?. WALL = .065 4 WINDOW HEADER WINDOW JAMB )PEN AREA_1q 3'-10' WINDOW - -- . _ ...._ ....._ .... SILL ,314 - TO TAN .530 \ 1.038 6 45' CORNER TYP. WALL = .050 10 EAVE 11 SAVE' (ALTERNATE) TYP. WALL = .055 0 TYP. WALL = .060 2.8911-1 1.000 3.00 16 TRANSOM HEAD TYP. WALL = .055 EXISTING SELF SUPPORTING ROOF (NOTE 7)_ NO. 12 PANHEAD WOOD SCREWS . 1 1/2' MIN INTO SOLID WOOD OF EXISTING STRUCTURE. (2 AT EACH VERTICAL MLtt LpH.) . REVISION 39434 * I tlt y �btDz_ �Q O 0f CP ALTERNATE EAVE DETAILE-4 C3 w FOR PORCH ENCLOSURES A Z 00 N0. 8 X 1/2' SELF o DRILLING SCREWS 4-2D SELc O 4 PER H -CHANNEL 1/ DRILLING SCIREOPS g 3' O.C. BETW;7 © H=CHANNELS a o (INSIDE do OUT, Oca fn w � 1 OR �o v � 2. OTH 85 • BSIDS o NO 8 X 1/2' SELF a W DRILLING SCREWS AT -UO 8' O.C. TO WINDOW a i JAMB AND HEAD AT E V- P4w .227 (INSIDE do OUT) .�z. TYPICAL 230 WINDOW :1w FASTENING DETAIL NOTE HEAD do SILL ITEMS 14 AND 15 ATTACH TO JAMBS ITEMS 7 AND 8 F -12i TWO NO. 8 x 1' SHEET METAL SCREWS AT EACH CORNER OF WINDOW'. J,A03 ARE THEN FASTENED TO VERTICAL MULLIONS. 1.010 r0 1ph IN I 17 SLIDING DOOR JAMB ADAPTER TYP. WALL = .050 MATERIAL 6063-T5 3• FT SWING DOOR 18 JAMB / HEAD TYP. WALL = .060 .500 II -� 1.216 f-- @ -- 19 CENTER BAR TYP. WALL = .050 MATERIAL 6063 -TS 1 690 1 _ - .813 �-- 20 L -ANGLE TYP. WALL = .050 MATERIAL 6063-T5 'DRAWN BY ' RC CHECKED BY - cm DATE EVALUATION REPORT # 4590P DWG 123013097 PAGE 2 OF 3 a }GENERAL NOTES dr SPECIFICATIONS . 1. These standard plane thaw roof panala, members, conneetiom and allowable design bods for the product and assume that the eonnecUons at ridge and cave are secured to adequate structural components as Indicated H Lha detoita. 2. Mechanical fastenars: a.' Sheet natal screws to be KIG—Kwik Pro self drilling stainless steel or equal. b. Anchor bolts at ridge shag be 1/4' x 2' minimum length log bolts, end must penetrate existing support structura by a minimum of 1 1/2'. c. Shuctural roof H -Beams shag be aluminum alloy and tamper 6005-T6, fastened to roof panels, as shown len these plans. 3. All steal in contact with aluminum shopbe hot dp galvanized or electroplated. Aluminum M contact ■ ped rood, concrete or masonry shag be coated in accordance With section 2011.6. 4. This pa8o corer sydarn may be hirawlad on any Pala ami system recognized by the 1097 Uniform Budding Code. o. The use of such patio rooms are pmRed to recreatlonal and outdoor owing purposes onyl And are eat to be used as Carport, garage, storage or habitable mama. L All oti erroquirom nts of appandir chapter 31 'Patio Covers' of the 1997 UBC shag be adhered to. C. Each Palle system shoo have a permanently affixed IdanUflcation tag Wring Hro following ab) Name add ne of manufaeb. e Currarrt LC9.0 evaluation ser,!. report number. 5. Ag exterior roams subject to water intrusion shag be fully caulked. ALLOWABLE DESIGN LOADS FOR FOUR SEASONS WEATHERLOCK -11 ROOF PANELS WITH ROOF H—BEAMS DULSIfON 1I ViPPORM PANEL SPAN (FEET) ALLDWAE9E WAD (PSF7 ( 1 MM) 6.23 925 1025 11.25 1225 13 25 14.25 1525 I L25 P' IAA 24 21 IS 18 15 13 12 11 10 1 L/240 37 31 27 124 22 1 20 118 17 15 1I g VASO 50 41 3e 1 32 29 27 24 22 20 o r L/120 77 62 55" 49 44 40 30 33 30 CONVERSION FACTORS tlb - 4.45 Newtons 1 pal - 699 kPa 1' - 25.4. mm TYPICAL CROSS SECTION WFATHERLOCK 0 ROOF PANELS RiDGE DML EXISTING ROOF H—BEAMS SUPPORT STRUCTURE EkVE DET L UNSUPPORTED PANEL SPAN WALL STRUCTURE CONCRETE SLAB AS PER NOTE 4 OR FOUNDATION 46 1/8-- 45 3/8- FOAM r� ~ AS FOAM PER SPEC NGLUE JOINT LALUMINUM SION TYPICAL,. BOTH SIDES AS PER SPEC 3 AS PER SPEC, 1 (DROOF PANNEL SPECIFMONS. 1) ALUMINUM: ALLOY 3105 H-254 .024' EMBOSSED 1MCKHESS .0225 BARE THICKNESS. 2) FOAM: 15{ DENSITY EPS (EXPANDED POLYSTYRENE) IiSUTATKK 3) CLUE: �ERA71NONAL EVALUATION SERVICE COMMITTEE REPORT NO. NER-451. AS MANUFACTURED BY MORTON IKTERNATIONAL INC. CHIC" ILL NOES. 46 7/8' a FASTENERS )•-23 7/16' 1 rA,,.T.b S PER I _+-T 1 1 I 1 7/8' APPROX. BOLT O.C. FASTENERS AS PER NOTE 2a- A FASTENERS AS PER NOTE 22. SEE BOLT O.0 AT LEFT: SECTION N FOUR SEASONS WEATHER LOCK 11 EAVE DETAIL ROOF SCREWS 112 x 3 3/4' / FASTENERS 2y SELF TAPPING WITH v B1R`1SUIN2IESS S TEIIWASHES 'OEAM IL GUTT FASiENERS AS PER NOTE' 2a. 2 INTO EACH H—BEAM. SECTION - 0 FOUR SEASONS WEATHER LOCK 11 ROOF PANELS H—BEAM DETr11L FULL PANEL FULL PANEL. 1-45F AM 4FO3AM •� FASTENERS AS PER NOTE 2a 8. O.C. STAGGERED SIDE 70 1 /-.(1) 1.563 !•--- .693 3.956 2985 RIDGE 2 TYP. WALL - .055 MATFRLAL 6063 -TS 2 SEALANT (EXTERIOR ONLY) EXISTING SUPPORT - STRUCTURE FASCIA FRS INTO RIDGE ® FASCIA EXTRUSION ( 1 - - — — an r1i-_Ds.._.._ KtViJIUIV 18 x 1/2' P' SELF—TAPPING SCREWS 12' O.C. ON ENDS 1 (NOTE 2a) �) I WALL STRUCTURE 1I g BELOW (NOTE 4)I I o _46 EACH PANEL 11 ROOF SCREWS AJ: P WASHERS 12' O.C. I ON END WALLS 1 1 II FASCIA FITS OVER QED OF GUTTER 6' TO 12- ROOF OVERMG— F— ON TYPICAL iNSTALLAZON OH—BEAM TYP. WAIL - .080 MATERIAL 6005 T6 GUTTER FRONT FOUR SEASONS WEATHERLOCK 11 ROOF PANEL INSTALLATION ATION KtViJIUIV WITH ROOF H—BEAMS (PLAN VIEW) 4 +8 x i/2' SELF—TAPPLNG SCREWS TCP k 2 BOTTOM INTO H-BFJJIS r(NOiE 2a) 1 �8 x 1/2' SELF TAPPING SCREWS s 1/2, O.C. %(9 PER PANEL TOP k BOTTOM) /-(NOTE 2a) CH: ART PUPDAT:ED M ROOF LENGTH Ee x 1/2' SELF TAPPING SCREWS 11' O.0 TOP k BOTTOM OF GUTTER (5 PER PANEL; (NOTE 2a; 1 1.125 T 3.720 3.040 ®FASCIA TIP. WALL - .055 MATERIAL 6063—i5 FRONT ELEVATION F— 256 T I 9A5 ROOF SCREWS k WASHERS 14' O.C. ON FRONT WALT. (4 PER PANEL) 2.900 3.030 GUTTER 5 1YP. WALL .065 MATERIAL 6063-75 0 ?� 0 U C a Cq ~ p O .moi �. .+ �•. rc C C W In a O � tAfW2 a C �g 0 DRAWN BY RC CHECKED BY CM DATE 2/14/00 EVALUAT5 REPORT # 4590P DWG It 2301CM7 PAGE 3 OF 3 II 1 /—ROOF H—BEAMS 1I g 7/8' O.G o _46 EACH PANEL 1 I .1 Id EXTEWOR SEWS I 1 c FULLY CAULKED (NOTE 5) ' q II .I� ROOF LENGTH Ee x 1/2' SELF TAPPING SCREWS 11' O.0 TOP k BOTTOM OF GUTTER (5 PER PANEL; (NOTE 2a; 1 1.125 T 3.720 3.040 ®FASCIA TIP. WALL - .055 MATERIAL 6063—i5 FRONT ELEVATION F— 256 T I 9A5 ROOF SCREWS k WASHERS 14' O.C. ON FRONT WALT. (4 PER PANEL) 2.900 3.030 GUTTER 5 1YP. WALL .065 MATERIAL 6063-75 0 ?� 0 U C a Cq ~ p O .moi �. .+ �•. rc C C W In a O � tAfW2 a C �g 0 DRAWN BY RC CHECKED BY CM DATE 2/14/00 EVALUAT5 REPORT # 4590P DWG It 2301CM7 PAGE 3 OF 3