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069-310-035
69-31-35 71156-91B,E'FINKELSON, John5400 High Rocks Ct, lle.Cont: Better-Builder' (new garage) G� ' 6e-31-35 Permit#1157-91B,P: (mh on perm f dn) 9 69-- -3 I Permit#1563-91B �� M (retain ing wa11) ____ ,69 31-35 2215- 1B FINKELSON, John 5400 High Rocks Ct, Qroville (new deck)MH L 069-31-0-035 950B } FINKELSON, Jack & Marjorie , 5400-High Rocks Ct, Oroville contr:. North-,State, Builders patio cover/mh o � f t RESIDENTIAL 069-31-0-035 92-3050B FINKELSON, Jack & Marjorie 5400 High Rocks Ct, Oroville contr: North State Builders j patio cover/mh -4 JOB FINALE Signature V=OK O = Not OK Not = Not Ready, - MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s \ 1. Zoning Requirements -Setbacks -Easements \ F Date Card B-1 Date Card B-1 ISCELLANEOUS Date DECj2,WQLLM, CARPORTS, GARAGES, (Plans)OK except #'s Z ing Requirements -Setbacks -Easements Footings; Soils-Size-Depth-Spacing-Connectors-Steel -9-ECcks; Griders and/or Joists -Decking -Bracing -Stairs -Rails -"4--VVbod Awn.; Posts-Beams-Rftrs.-Connectors S .-Rfg.-Bracing Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures Carports; Windows-Doors —7-Electric -&.-'Frmg; Sils-Anchors-Studs-Rftrs-Trusses —9 -Siding; Nailing -Veneer -Stucco -Mesh -154.-Roof; Shthg-Roofing �L Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures: Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. _ Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /"L"ft. / /"Nat. or/ P L" ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card 13-1. Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ISCELLANEOUS Date DECj2,WQLLM, CARPORTS, GARAGES, (Plans)OK except #'s Z ing Requirements -Setbacks -Easements Footings; Soils-Size-Depth-Spacing-Connectors-Steel -9-ECcks; Griders and/or Joists -Decking -Bracing -Stairs -Rails -"4--VVbod Awn.; Posts-Beams-Rftrs.-Connectors S .-Rfg.-Bracing Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures Carports; Windows-Doors —7-Electric -&.-'Frmg; Sils-Anchors-Studs-Rftrs-Trusses —9 -Siding; Nailing -Veneer -Stucco -Mesh -154.-Roof; Shthg-Roofing �L Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures: Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. _ Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 S J=OK O = Not OK = Not Applicable Not Ready RESIDENTIAL (; ' = Date UNDERFLOOR (Plans) OK except tf's 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel- Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except k's 16. Water Htr.: Vent -Access -Combustion Air -Baffle ---------- ---- ------------------------------ 17. Water Pipe: Test & Anchor-Nai I Protection -------- ----- ----------------------------- 18. D.W.V.; Test -Fittings & Anchor -Nail Protection ------- ----- --- - ------------------ - -19. Shower Pan: Test, First Floor -Tub Access ---- - - -- 20. Test Tub & Shower, Second Floor -Tub Access ------------------------------------------- 21. Gas Pipe: Size & Anchors ------------------------------------------------------------------ -- Date Card B-1 Date Card B-1 --------------------- -------------------- ------------------------ Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except ft's 22. Fixture & Transformer Clearance -Ins. Protection ---------------------------------------------------------------- 23. Elec.. Receptacles Spacing -Lights & Switches at Doors --------- ---- -------------------------------------------- 24. Size Boxes & No. of Conductors -Stapled -------------------------------- ------------------------------------------ 25. Romex Installed Close to Edge of Studs & C.J. ------------------------------------------------------------------------- 26. Equip. Ground made "up w!Mech. Fastners-Bond Gas & Water ----------------------------------------- 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI - ---------------------------------------------- 28. Subfeed Wire Size / r ga. Cu or AI-A.C. Wire Size / / ga. Cu or AI 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No ---- ------- ------------------------------------- 30. ---------- ----------- -- --- - - - 30. Service -Riser Conductors & Ground -Main Disconnect ------------- -------------------------------- 31. Equip. Clearances Panels-Motors-Mech. Equip. ------------- - -- -------------------------- -- ---- - -- 32. Clothes Closet Light -Shower Light -Spa Light ---------- ------------------------------------ 33. Smoke Detector -------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 -------------------------- ------------------------------------------------------- Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except h's 34. A.C. Ducts Insulation & Support ------------- -------------------------------------------------------------------- 35. Vent Fan: Exhaust above insulation --------------------------------------------------------------- 36. Condensate Drain & Overflow: Size & Grade 37. Furnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet 38. Attic Access & Platform if Furnance in Attic ------------- ------------------------------------------------------------------ Date Card B-1 Date Card B-1 -------------- ------------ --- -- ---- -- - ------ ----------- ------------ ----------- Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 39. Sils. Proper Material & Anchors --- ---- - --- ---- ---- - - - - -- - - ---------- - --- ------------------- ------------------ --- 40. Walls Studs -Nailing. Spacing & Bracing -Plates -Sound ------------ ------------------------------------------------------------ 41. Bearing Walls over Girders & Floor Nailing ---------------------------------------------- 42. Draft Stop t proof) ----------- ------------in-Walls------(ra--------------------------------------------- 43. Fire Stops: Furred Ceilings -Stairs -Chases -Tub 44. Headers & Beam -Size & Bearing 'Ingle & Duplex) 'Date FRAMING -(Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Ring. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions _ 50. Garage Fire Protection Framing - 51. Property Line Firewall & Openings 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits --------------------------- - 53.---- Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection ----------------- - 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers ---------------- --- _ 55. Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access _ 57. Glazing Area -Glass Protection -Skylights -Plastic Shear Walls; Nailing -Bolts 59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows - -- - ------------------- Date Card B-1 Date Card B-1 ----------------------------- - Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except 4's 61. Ext. Steps -Door & Sidelight Protection -Landings ----------------- 62. Smoke Detector------------- _ 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Meeh. Protection -------------- 64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & S_ubpanel: Breaker Sizes & Labels ----------- 67. Stairs &Rails _------- _ 68. Fireplace or Stove: C16arances-Hearth -------------- ------------------------- 69. Elec. Outlets at Wood Panel: Int. & Ext. ----------------------------- 70. ---------------------------70. Kit.Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance 71. Elec. Outlets & Receptacles at Kit. Counter -------------- -------------- -------- - -- - - - - ----- 72. Garage Fire _Door; Swing -Landing -Closer 73. A.C. Duct in Garage -Damper ---------------------------------------- - - 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage: Above Floor-Mech. Protection ------------------------------------- 75. Plb.. Elec. & Mech. Equip. Listed for Location 76. Elec. Receptacles in Garage: (G.F.I.)-Romex Protection ------------------------------------------ 7r. Insulation -Foam -Looked in Attic ❑ Yes 78. -Guard -Rails & Deck -Const ruction- Post Caps 79. Fdn Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instld.: Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters EI -Yes ❑ No 81. Stucco: Brown -Finish 82. A.C. Unit Disconnect. Electrical, Plumbing - - - -- - ------------ ------------- ----9--pP -- p - 83. Vents Above Roof: Plb A liance-Fire lace. -Clearance to Openings 84. Water Well: Disconnect, Electrical, Plumbing -------------- -------------------------- -- -- 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground ----------- ------------------------------- ------ 86. Ventilation Throughout House ------- ---- ------------------------------ 87. Glass Protection - - - - ----------------- 88. Corrections from Previous Inspections ----- - ------------- -- -- - - - - - - -- -------------------------- 89. Gas Test -Meters Tagged; Gas -Electric - - ----- --------------------------- 90. Water & Sewer Connected -C/O to Grade -HD Approval 91. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card _B- 1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: / COUNTY DE BUTTE • BUILDING DEPT A96 2 b IOU ZOA-PJB COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, Cali:orria 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 069-310-035-000 ZONING - or X BUILDING PERMIT !:I OWNER Jack &Marjorie Finkelson TELEP ONE 589-4356 - SO. FT. OCC. BUILDING VALUA ON OWNER'S MAILING ADDRESS 5400 High Rock Ct, oroville, CA 95966 208 13.OD 2,704.00 CONTRA C TOR'S NAME North State Builders TELEPHONE 343-7956 CONTRACTOR'S MAILING ADDRESS 3029A Esplanade, Chico, CA 95926 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is 2,704.00 LENDER'S MAILING ADDRESS Filing Fee $ 15.00 Permit Fee $ 45.00 ARCHITECT OR ENGINEER Robert Haussler LICENSE NO. SE698 Plan Checking Fee $ 22.50 ARCHITECT OR ENGINEER'S MAILING ADDRESS P.O.Box 669, Templeton, CA 93465 Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS , A0 e ek Permit fee $ 82.50 Q� gS9Z! PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NQo •//J ME � SUBDIVISIO;er PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S I G I W @ 15.00 TYPE OF WORK NewXg Addition[- Remodel❑ Utilities❑ Installation[] Other ❑ Describe work: Install 8' x 261 patio cover front _ deck. Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600v OR 200A OR LESS 18.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license Is In full force and effect. License .do. 424499Classification Bl,C-61,C-43 ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ 1 am exempt under Sec. , Business and Professions Code for this reason Main service 200A TO IOOOAI 37.50 NEW CONST. ( DWELLING OCCUP.N\ 3.54 sq.ft. OR ADDNS. l ACC. BLDGS. / NEW CONSTR. MULTI -OUT LET NON.RESID BRANCH CIRC ITS @ 5•00 POWER APPARATUS e (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES AO 76a FIXED APPLNS. OR Ex. Occup. OUTLETS (RESID.) EA.1 I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring '15.00 Permit Fee $ — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 15.00 Heating Cooling Hood 6.50 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of, this permit. X -- Date $/ 11 /012 n �— Signature of Applicant — Owner ❑ Contractor K Agent ❑ An OSHA ion of structures tover 3gstor�esoinehe excavations over 5'0" deep and demolition or construct- Mobile Home Installation Fee $ Energy Inspection Fee $ OCC 1 CONST TYPE I TOTAL FEE $ 82,50 I HAI DFEES IMP FLOOD CDF PARCEL PO HD ISSUE This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. TOF PUBLIC WORKS By2;gEDate? �- �_ PER EXPIRESDate ��- .- � p Receipt No. 12-301/ WHIT!-D.P.W., YELLOW -ASS C$30 R, PINK -INSPECTOR, GOLDENROD -APPLICANT I '�-�ir�s, �, ,Lrrrl'"fi.t'�. T.ti�'� ./S'JYY it �t' '�'i�^"f•'.n(.. �.., ,��..•1�r, ;�": COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 t PERMIT'APPLI"CATION DATA SHEET OWNER A C �- r N ke1s�N P. No.661' 3/O �0-:35- Proposed Building Use PATI s COQC-e- `" Building Inspector Date S i �- At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1, All items have been submitted . ........................................ 2. 3. 4. ' 5. 6. 7. 8. h. 9. 10. 11. 12. 13. Y AI 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. 32. 33. 34. Plot plans, 3/4 sets, signed by preparer of plans . .......................... Complete plans, 3/4 sets, signed by preparer of plans . ...................... Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. Hazardous Material Form . ............................................ Energy Design Compliance and supporting documentation . .................. Statement of Intent for Non -Heated and A/C Buildings . ..................... . Engineered truss details and layout in duplicate (required prior to plan check). .... Mobilehome data and manufacturer's installation instructions, 2 sets. ........... Feesof$ .......................................... Impact fees as shown on attached schedule . .............................. California Department of Forestry plan approval/fees. ....................... . Flood elevation letter (100 year flo99d) by California Engineer . ................. . Sanitation and plot plan approvalG10?�'Py,0 Health Department. ............. City of Chico plumbing permit . ........................................ . Plot plan and business license approval from City of Biggs/Gridley. ............. Planning approval for (A) Use: (B) Parking: Contact Land Development about (A) Improvements (B) Drainage. .......... 4`= Driveway permit (construction approval required prior to occupancy). . . Pre -Inspection request Pre -inspection for required. -- .. to Building Inspector I (Date) Contractor's license information. (No., Name Style, Classification) . .............. t Certificate of Workmans Compensation Insurance. Owner -Builder Verification (Given to owner , Mail to owner _)....... ... . Recorded copy of Agricultural Acknowledgement Statement . .................. Letter of signature authorization . ....................................... . Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . Letter of intent on building use . ........................................ . Mobilehome utility clearance . .......................................... Documentation of legal access . ........................................ Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... Existing violations/expired permits . ...................................... Plan check list . ..................................................... When you issue the permit, process as follows: Mail to owner. f/Wlail to contractor. Telephone and hold for pickup at office. Deliver with inspector. Other Parcel Creation Acreage Applicant WAS S ft; ( Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date filly `. The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter byex/Date Plans checked by Date Plans approved by ,L` i`� Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works 1)A - F ?z rt.ur PLAN r -o'" PEW APPLICATION 11MOUGH: e OUNTY OF (3uT TE NORTH STATE BUILDERS (Div. of North Sleflo Aluminum, Inc.) 3029A ESPLANADE *CHICO, CA 95926 Tplp- pholle: (9 16) 343-7956 9 rax: (9 16) 343-1776 of"'-fliow. SIM NIGH Roct< c -- 9 W - 3 it) - 035-- coo . ... . - .-- T __�--pkavi uE 5 2- PAnCEL H: 069 I I n I FWKEI-S.O.W. SAME ............. Milk tone I'Q111,1111rd. IN. S —JA.tL Aff rcHtEh. Thu an Gkv< ke% cm the job at all times a32 -d it WN make 01An es or alteretj,,psAW on'" Without t4s Dqp&rtmeut:: 00®or NQU: An*teMeb & Workmanship Shah, Be In Awordanoe with Re00VUz6d Good Practl(Mg Md OfaQuaUt-vfros, Mbedfor :the,pecined use In the UnIfOAn Building, Plumbing & meohaaWS61 Codes and t : he N&Uonal MWWOW Code. : F A A 11-r L oc6bor of stra, .4ures:: equi: M6 rit shat i be as: sh ..rherlit Mo at UE HOME ,. � v ^ / 69-31-35 - 2215-91B ' _ FI0KELS00, Jnbo � 5400 8iub Rocks Ct, OrovilIe (new deck)MR ^ ` � ' ` ^ ^ ( ^ J =.OK O =Not OK f =Not Applicable ' =Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /"L"ft. / /"Nat. or/ /"L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date _ Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 I MISCELLANEOUS Date ; DECKS; COVERS, CARPORTS, GARAGES, (Plans)OK except #'s Zoning Requirements -Setbacks -Easements 4,2'1Foojipgs; Soils -Size -Depth -Spacing -Connectors -Steel ecks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing . 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. f; Shthg-Roofing Ext.; Steps -Doors -Landings Date 2 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date OOOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability _ 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. _ Boxes-Enclosures-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 ✓=OK O = Not OK = Not Applicable RESIDENTIAL (; Not R dy .• "' Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel -Bloc kouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit),OK except u's 16. Water Htr.: Vent -Access -Combustion Air -Baffle ---------- --- - -------------------------- 17. Water Pipe; Test & Anchor -Nail Protection ------------ 18. D.W.V ; Test -Fittings & Anchor -Nail Protection -------------------- ---------------------- 19. Shower Pan; Test. First Floor -Tub Access -------------- ------------------------ 20. Test Tub & Shower. Second Floor -Tub Access --------------------------------------- 21. Gas Pipe: Size & Anchors Date Card B-1 Date Card B-1 ----------------------------------------- ------------------------ Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except ft's 22. Fixture & Transformer Clearance -Ins. Protection .---------------- --------------------------------------------------- 23. Elec. Receptacles Spacing -Lights & Switches at Doors ------------- ----------- - ---------------------------------- ------- 24. Size Boxes & No. of Conductors -Stapled - ------------------------- ---- 25. Romex Installed Close to Edge of Studs & C.J. ----------------------------------------------------------------------------------- 26. Equip. Ground made up w!Mech. Fastners-Bond Gas & Water ---------- - ---------------------------------------------------------------- 27. 2 Appliance Circuts in Kitchen & Conductor SizerGFI ------------------------------I------------------- --- 28. Subfeed Wire Size r r ga. Cu or AI-A.C. Wire Size ! / ga. Cu or At 29. Range Circ. / / ga. Cu or AI -Oven Circ. / ! ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No ----------------------------------------------- 30. Service -Riser Conductors & Ground -Main Disconnect ------------- -------------------------------------------- -31.--Equip -Cleara-nces Panel s-Motors-Mech. Equip --------------------- 32. Clothes Closet Light -Shower Light -Spa Light ------------------------------- ----------- -------------------- 33. Smoke Detector --------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 -------------------------- ----- ---------------------------------------------------------------- Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except ti's 34. A.C. Ducts Insulation & Support --------------------------------------------------------------------------------- 35. Vent Fan: Exhaust above insulation ------------ --------------------------------------------------------------- 36. Condensate Drain & Overflow; Size & Grade --- --------------------------------------------------------- 37. ---------------------------------------------------.37. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet ------------------------------------ --------- - -------------------------- --- 38 Attic Access & Platform if Furnance in Attic ---------------------------------- - -- - --- --- -- ---------- -------------------------- Date ------ -- ---------- - Date Card B-1 Date Card B-1 - ------------------------------------------------------------------- ---------- Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except h's 39. Sils. Proper Material & Anchors ------- ----------------------------------------------------------------- 40. Walls Studs -Nailing. Spacing & Bracing -Plates -Sound ----------------------------------------------------•-- 41. Bearing Walls over Girders & Floor Nailing - ---------------------------------------------- 42. Draft Stop in Walls (rat proof) -------- --------------------------------------- ---------------------------------- -------------- 43. Fire Stops: Furred Ceilings -Stairs -Chases -Tub 44. Headers & Beam -Size & Bearing • ,tet, 'ingle & Duplex) Date FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. ties-Purlin-roof BraF:Truss-Shthng.-Rfng. 47. Fireplace Ties or Type A Flue -Fireplace Thr'oa'.-clearance 48. Attic Access: Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing 51. Property Line Firewall & Openings _ 52 Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits -------------------- ----------- 53. Stairs: Width -Headroom -Rise -Run -Landing -Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers -----------_ 55. Siding -Nailing Veneer 56.- Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Walls: Nailing -Bolts 59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows ----------------------- -------- Date Card B-1 Date Card B-1 ----------------------------- - Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except k's 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector --------------------- 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection ----------------- - - 64. Bedroom Exiting ----------- - 65. -G F.I -& Bath Fixtures & Tub Access -Spa ------------- 66.. Elec. Trim & Subpanel; Breaker Sizes & Labels ---------- --------------------------- 67. Stairs & Rails --------------------------- -------- 68. Fireplace or Stove: Clearances -Hearth 69. Elec. Outlets at Wood Panel; Int. & Ext. ------------------------------ 70. --------...-----------------70. Kit.Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance ------------------------------ _. ---- - 71.--Elec.-Outlets & Receptacles at Kit. Counter 72. Garage Fire Door: Swing Landin Closer ------------------------ 73.--A.C.-Duct in Garage -Damper 74. Wtr. Htr Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage: Above Floor-Mech. Protection 75. Plb.. Elec. & Mech. Equip. Listed for Location ----------------------------------- 76. Elec. Receptacles in Garage: (G.F.I.)-Romex Protection -------------- 7;'. -Insulation -Foam -Looked in Attic C1Yes -------------------------- - - 78. Guard Rails & Deck Construction -Post Caps ------------------------------------------- 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instld.: Drive ❑ Yes ❑ No: Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No --------------------------------------------- 81. Stucco_ Brown -Finish 82. A.C. Unit: Disconnect. Electrical, Plumbing ------------------------------- PP P 83. Vents Above Roof: Plb9 A liance-Fire lace. -Clearance to Openings --------------- 84. Water Well; Disconnect, Electrical, Plumbing - - -------------------------------- -- 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground -------------------------- - 86 Ventilation Throughout House - ---- - -- - - -- ...---- ------------------- --------------- 87. Glass Protection --------------------------------------- ---------- ---------- 88. Corrections from Previous Inspections ----------..---------------------------- ------ 89. Gas Test -Meters Tagged; Gas-Electric --------------------------------------------------- _____________ 90. Water & Sewer Connected -C/O to Grade -HD Approval 91. Energy Compliance Certificate -Other Certificates ----------------------- ---------------------------------- Da-le --------------------------------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' PUBLIC WORKS 7 '- 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 -r 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE f 4gelS0h 4� OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office ,y when correction of work is completed. If you have any question pertaining to this 3 matter, or need additional explanation, please co act this office immediately. s Date Z� �i inspectorA/e - COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County;,Center_Drive • Oroville, California 95965 - Telephone: 916/538-7541 _ APPLICATION -AND PERMIT ASSESSOR PARCEL NUMBER 69-31-35 ZONING RT1 1 11 BUILDING PERMIT OWNER HN FINK LSON TELEPHONE SQ. FT. OCC. BUILDING VALUATION 197 0 1344 OWNER'S MAILING ADDRESS 400'HIGH ROCKS CT OROVILLE 95966 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER NONE UNKNOWN Total Valuation Is Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ 23.50 ARCHITECT OR ENGINEER NQNF LICENSE NO. Plan Checking Fee SEE #1157-91s .00 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADD 0ESS HIGH ROCKS CT OROVILLE Permit tee $ 33.50 PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome}Q Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S G W O,OOea TYPE OF WORK New ❑ Addition RP Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: T)FCK `EE " �'—^' _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification. N- I as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ontract- ors.(Sec. 7044) ors. ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING oCCUP.ad OR ACDNS. (ACC. BLDGS. ,/:¢sgft NEW CONSTRFSID. BRANCH NON•R ESID BRANCH CIRC ITS .2.50 ea POWER APPARATUS e\ (SINGLE OUTLET CIR. / Ex. Occup(OUTLETS OR FIXTURES 20080t eALO 301 Ex. Occup. ou LETS (ED PRESID )REAJ 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. IVirin 9 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling g Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all. liabilities, judgments, costs, and expenses which may in any way accrue against said Count consequence of the granting of this permit. s X Date �' Si �eof Applicant — Owner Contractor ❑ AgentEl An OSHA permit is required for excavations over 5.0" deep and demolition or construct- ion Of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ 33.50 HALcuA PARK I SCHL I FLD I cDF I PAR I Po I H IssuE. This permit is hereby issued unaer the applicable provi- sions of the Butte County. Code and/or resolutions to do work indicated abo a for which fees have been paid. DI E OR UBLIC WORKS B D�ate PE IT EXPIRE Date /A 1 Gam.-.....�_.- Receipt No. q / e dd WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT (i+t "-' i^y:'�..w^i+.weRc�l+f q...—.1.,...7.;r•=a.�q+fL'�`�'bi�TVI'l''��ry ""ti +±. T' �'. ��t+"...+NR+=•�'.�i`''��e '.'"' :ry,�"'"._F:r:',wt. i COUNTY OF BUTTE. PARTMENT O.�PUBLIC WORKS -BUILDING DIVISION 7 COUNTY CENTER-p'RIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 R - - RMIT APPLICATION DATAjS.HEET Permit No. OWNER ( r N�el SY% A. P. No. .3S Proposed Building Use Building Inspector Date z C� At time of permit application, I was advised the following data must be submitted prior to permit processing and/or�issuance: DATE RECEIVED AOPROVED 1. All items have been submitted . .................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans ........ 3. Complete plans in duplicate/triplicate, signed by preparer. of plans . . 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form ......................................... . 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehi�me installation data including manufacturer's installation - instructions ........................... .......:.................. 10. Fees of $� t 11. Chico Urban Area fees paid .................. )I 12. Park fees paid .................................................... - - 13• School District fees paid .............. 14. Sanitation approval from Health Department 15. City of Chico plumbing permit ...................................... 16., Plot played business license approval from City of (see City tfor other requirements) - 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for requiredPre-Inspec. request to r' Building Inspector �� (Date) 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificat6 of Workmans Compensation Insurance .................. 23. Owner -Builder Verification (Given to owner t Mail to owner ❑) ..... 24. Recorded,copy of Agricultural Acknowledgment Statement ......... 's 25. Letter of signature authorization .................................... X 26. s. 27. , t When you issue the permit, process as follows:_MaiI to owner. Mail to contractor. Telephone and -hold for pi kup at office. Deliver w/inspector. Other_— \ 79-1 a Applicant Date Copy of Hdz-Matiform sent Health Dept, / p � � Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By. The following data must be submitted prior to permit issuance: (Circle new item not checked above), 1. Index permit for above items No, 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phone_--nail—counter by date Contractor, designer, owner, was advised of above required data by —phone _maII—counter by date Plans checked by_ Date Plans approved b Date Sets of plans on hold in File cabinet AP folder Copy—DPW COUNTY OF BUTTE - Department of Public Works 7 County Cienter Drive, Oroville, CA 95965 Phone: 916-538-7541 OWNER -BUILDER VERIFICATION Attention Property Owner: An 'owner -builder" building permit has been applied for in your name and bearing your signature: Please conplete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued}until this verification is received. I 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) 2. I (have/have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractors License No. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name Address City Phone Contractors License No. 5. I wit= provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address Phone Type of Work Signed: Property Owner 929.a4,,z zlzze,� Social Security umber Date 7 - ,2- - .9 / NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 o- the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Canter Drive - Orovllle, Callfornla 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT AS39330M PARCEL N NI BUILDING PERMIT OWNER -oJ -r`NI�Ct� �N : E HON SO. FT. OCC. BUILDING VALUATION �f J OWNER'S M 1 ING ADORESS r/ /F SyUo k/ pOS l - (j �C GT CONTRAC OR'S AM,p - - 0 wA) C TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is 3 C Filing Fee $ 10.00 LENDER'S MAILING ADDRESS - - Permit Fee $ 23, ARCHITECT OR ENGINEE 0 - /_e LICENSE NO. Plan Checking Fee SC 1/J C 7-q/ $ —0— 0—ARCHITECT Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ -373.5-0 PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE 9,F STRUCTURE SF ❑ Duplex❑ Mobilehom�J(. Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home I S I G JW I. 10-00ea TYPE OF WORK New ❑ Addition rRemodeI Utilities ❑ Installation ❑ Other ❑ Describe work: ��C h �� aL P'e<-(VI Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions Of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification. ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt -under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.eI OR AD DNS. (ACC. BLDGS. ) , /zQsgft NEW CONSTR ULTI.OUTLET NO N.R ESID BRANCH CIRC ITS 2,50 ea POWER APPARATUS e (SINGLE OUTLET CIR. ) Ex. Occup(OUTLETS OR FIXTURES 20®302 eAL(Paoe FIXED APLNS. Ex. Occup. OUTLETS (RESID )REA.) 1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Iyirin 9 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such Provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling g I Hood 3.00 I Ventilation Permit Fee $ Contractor I,certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONSTTYPE TOTAL FEE $ HAL I CUA 1 PARK SCHL FLD I CDF I PAR PO i HD• ISSUE This permit is hereby issued unser sions of the Butte County. Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do have been paid. WORKS Date �33stories Receipt No. 4/`/F — 3�; lr� [ .UNITE-D.P.W.. YELLOW-ASeE3so R. PINK -INSPECTOR. GOLDENROD -APPLICANT j. __..._..! .......__ UNIT' 4C _..___. 77, . o R=Z2 L'8 b. 20'_. ILA cj:. b....-. -SET-e P c < iT_wA,1 • S " r-. 43 ,x. c K > °; p�,�vn l T A �� - Z 2O• I X00 m \ \\ 61 �f 1' ►� 3 f �Yp^ 1 � � 0 V\ OC( M0 \ - 2s I.t!::k of 5 -ft. fromthewza,C�) prbpIt .ty nas and a setback,, of 50ft. from the road .. JS C,12,.. `L- centerline shall be clear o ; struc�s or equipment ex - --- fo- a 2, ft. e;ave overhang. r lotf�•(Jr✓. �Q,Q,lut-;0�-lt-ll 6Cxg�nn2�rlCv I � I .5 Fa• 6-3 Al B8' 2 0' o0 M_5 N r Y C'o,y�Qr�-c7✓ia� TEST FO 12 E f/oME �ffD 8 - 29 - 75 o o. D • 1 g1.11:'li," fMoln X1!!11 amu!! pIE,Fi.V��'1�111 /- 'v�l!! %'f,:•„ .. �+ fia Nome Systems, Inc. Rancho Cordova, CA 95670 (916) 635-5332 FAX (9 16) 635-7054 60'-0 ----- --- o- 10'-10" I I I I 9' 7" B-4" 1 I' 0" I I OPT. BUFFET 10T WH SHELF (OPT CAa O I W II 0 I 00 O = MASTER W = BATH i II UTILITY ITF OPT. �--- KITCHEN M FRPACER�PANTRY SPACE WALK-IN PANTR I ARDROBE CD L -- OPTIONAL N w ENTERTAINMENT CENTER Ny, > J 0 Z' ur4 2 N > -a a J O O o MASTER BEDROOM Plan 183 fia Nome Systems, Inc. Rancho Cordova, CA 95670 (916) 635-5332 FAX (9 16) 635-7054 60'-0 ----- --- o- 10'-10" I I I I OPT. BUFFET 10T DINING BEDROOM 2 LINEN Y GUEST 1 CLOSET--z_-_L--J OPTIONAL •• ENTERTAINMENT CENTER LIVING ROOM = BEDROOM 3 OPT DEN • � I I I I I ' I 25-11" 15'-I I" Approx. S.F. 1608 "PLUS" Features EXTERIOR. CONSTRUCTION • 6" save standard, 28 wiles (16" eave optional) • 4/12 roof pitch (nominal) • Exterior tri -color trim on front and entry sides • Detachable hitch • 30 Ib. shingle roof • Front roof overhang • Decorative cottage outswing exterior doors • Residential, painted hardboard 1/2" siding • Exterior porch lights at all exterior doors • Fiberglass Class "A" shingles 9/90 INSULATION • Floor R-7 • Sidewall KR -7 • Roof R-14 blown Rockwool APPLIANCE AND ELECTRICAL • 100 AfiIP electrical service • 30 gallon electric water heater • Gas downflow furnace MASTER BEDROOM • Delight carpet • Painted chair rail moulding • Spacious cathedral ceiling • Large walk-in wardrobe (most models) • Decorative draperies on traverse rods With the value, the quality and the price for you LIVING ROOM. DINING ROOM. DEN • Spacious cathedral ceiling • Decorative Draperies on traverse rod • Delight carpet • Deluxe chandelier • Beautiful painted chair rail moulding MASTER AND GUEST BATHS • Garden Tub with separate stall shower (Master Bath) (some models) • ABS tub with shower head (guest bath) • Beautiful self edge laminated countertops • Decorative no wax vinyl flooring • Standard base shelves in cabinets • Textured ceilings UTILITY ROOM • Decorative no wax vinyl flooring • Convenient overhead shelf above washer and dryer area • Textured ceilings PLUS ADDITIONS • Decorative gypsum wall paneling throughout • Blown acoustical ceilings • Passage doors simulated oak with metal hardware • Ask your dealer or sales counselor about the additional standard features Due to continuing progressive product improvement, prices and specifications are subject to change without prior notice. These homes conform to all FHA standards in effect at time of manufacture. Square footage is measured on the basis of exterior wall and is an approximate figure. Length indi- cated in floor plans is floor length only. Add four feet to arrive at overall length when hitch must be in- cluded in your calculations. Renderings and diagrams shown here are meant to be representative may vary in some details. All dimensions are nominal. Ask your dealer for specifics. KITCHEN • Spacious cathedral ceiling • Decorative no wax vinyl flooring • Nominal 14 cubic foot single door refrigerator • 30" free standing gas range • Powered range hood with light • Spacious two cell porcelain sink • Base shelving in all cabinets • Painted cabinet interiors on overheads Textured ceilings CUSTOMIZED OPTIONS • Optional 1/2" sheetrock textured and painted walls • Oak cabinet system (per model) • Optional fireplace • China Buffet • Optional bookcase/entertainment center • Walk -a -Bay Windows—Tower II windows • Optional pantry and freezer space • All electric home • Redwood entry porch • Residential roof dormers • Starlite window dormer (per model) NOTE: Many additional options/features available. Ask your dealer/sales counselor. CAMU / Home Systems. Inc. 11320 Amalgam P.O. Box 265 Rancho Cordova, CA 95670 Ph. (916) 635-5332 FAX (916) 635-7054 • MODEL NO. BOX SIZE LtIVE LOAD P.L.F. ✓' B=�F z s3 2 MAX I I A -HALF 1 MULTI-WIDESMOBILE HOMES REQUIRE ADDITIONAL SUPPORTS AT BEARING p" �pi_p'� I6i_z�IG)�-GI's I POINTS ALONG -THE CENTERLINE. THE SUPPORTS (JACKS) MUST HAVE A CAPACITY THAT WILL SUPPORT THE RIDGE BEAM LOADS. DTHE CHART INDICATES THE RIDGE BEAM LOADS IN POUNDS, & THE LO- G a I CATIONS FOR FOOTINGS 3 SUPPORTS AT BEARING POINTS ALONG THE CENTER - 123 LINE. THE SIZE OF FOOTINGS ARE SHOWN IN SQUARE INCHES FOR VARIOUS f B- F ( SOIL CONDITIONS. 16 I S q A SUPPORT PIER SHOULD BE SELECTED FOR EACH LOCATION. INDICATED FOR — YOUR MODEL. THE CAPACITY OF THE SUPPORT PIER SHALL BE EQUAL TO OR GREATER THAN THE POUNDS REQUIRED IN THE RIDGE BEAM LOADS COLUMN OF THE CHART. �� II —' - -' FOR ADDITIONAL FOOTING REQUIREMENTS REFER TO THE HOME SYSTEMS INC. O 1 HOME INSTALLATION MANUAL. It C) PIERS i FOOTING REQUIREMENTS (� FEDEW M/!LIFAMRED HOUSING CONSTRUCTION A B C D E F 8 .H I U SAFETY STANDARDS, LV LOAD IN POUNDS 96 7d8 55�� APR23' SOIL 1000 71.9 I /_� low, 2 CAPACITY 1500 4-79. _7_76 (o37G79 FOOTING 2000 Q SQ. IN. 2500 eP 2 g 4 6& '3S2 408 320 J� C4' FTG. 15,/0E 2?"SQ 35'�Q. 3►"s�. 3�"sly. 2q"sQ. .' :. NOTE: THERE.SHALL BE A-24" MAX. OVERHANG IN WHICH THE ADDITIONAL LOADS WILL BE ADDED TO THE LOADING AT EACH ENDWALL THAT IS EFFECTED. fiw1fomeSrtems,1nc Date sin nTLE: . CDAN (:HART m E-0 Z.f f D 'o, Lor -IL 1 �3 41r3 30Y& .7t h N 3C)Y4- 30i�1 I w w w I Y •• Y Y Y ~ � � r r w w w w Y Y Y Y ewi.��w xl� �mmxmwmx��. r Y w Y w r w Y Y � I • n:l. Refer to sheet !1? for sues of r,dgc pea,• column supports and interior pier supports Crawl Space Venting Requirements Requirement call for IS S per ?5 LF of foundation wall. Standard vent sizes 6 14, 4 x 14, 8 x 14. EXAMPLE: Nome 44 x 27. 142 LF (Periweter foundation) 142 ; 25. 5.68 x IS -8.52 SF (Rea.) 6 x 14 vent- .583 SF 8.52 ; .583. 14,6 - 15 vents req. Crawl Space Access An access opening of 18' x 24'. Minimum must be provided for, through the founda- tion or perimeter wall. If through wall, bottom Of opening must be a minimtn of above ground level. Under Floor Plumbing Runs Installed at site. Slope toward drain outlet when making installation (4' per ft. min.) drain line may run either dir- ection as long as slope toward outlet i•. maintained. i. Foundation Approvals The foundation system must be designed by a professional engineer or architect. And approved by the local auLbority having jurisdiction lir areas where ha.ne Is to tc installed. KBHS will supply one approved system. Although any system designed by a profes. sional engineer or architect and approved by the local authority may be used. 4. 'lot e:Overall length should be ti less than that of home length. home systems, Inc. nn11t• �Dur.ATLU, LA,DL,F, ..-'1 CKO -jj SC ill �l'•�. Siiil_ OF � I�D� LOT 470 ._...__...�.__.. — U..N.. -�I T= ' — .4_.. C ........�haly �s,rt. ,� ,�4r NOTE. All AaterW - n 1 -Good Practices a"-_�-__-.......,:....... �;r�7ogniz!"l7 �7. . Specified use it, the r.. pre for the Sp _ .. ........._....._....:.-. .-. . c�� a quality p ... Uniform Build!, Plumbing & Mo-thani�cal Ce>da�� . end the National Eiertrical Cock. C o J ,mrs salt of pians ond pecifi W101Is MUS] U Mt on A0 ic�l, -3%t 61, firnAs Utl= Of is € n!cawft, : 1dl( C'AlA�f Q�1� ;'�?: N� p�y? J y � L- fop rail to be 36 in. high with a.be nat over 9 in, apart. •-T)tL6 ZS I_ L —81( Max. Rise —IL i'v"in. Run Run rn s4� :' .tie to -too. 3i01, Max.yler r-c-� �.t�.c,��,,,...; i?8tW88t1 I�r est & s; aliest r etrun. hctNdrarls, lcev�fvh15, pm WC 3366 �-I,4Mt�,.M pECK N p CA ., t�?r '�' cpcNTrt�U �Aorr• ��NP�� - 8' (carr• 2' �, ,. _ . - Op rail to be 36 in. high �. y— i•+termediate rails to be not �i W h; -®r 9 in. apart. �Q� 2L�► 2x 8 2 of: 2 "ac �;�p� Xis • • ' +x- F �1 0t 2 cow— mkx SgMU _ iol-- h �.`� :tib"• f -� PLyL 50�-1A ec:t612p�� _ E`tp' 2jt(�CCR ]CP is . Max, r'-_' roe 4 -- - � c Nolte - - - .. - . • • roti RESIDENTIAL 69-31-35- - - 1156-91B,E rr.- FINKELSON, John 5400 High Rocks Ct,. Oroville Cont: Better Builders (new garage) JOB FINALE Signature J=OK w O=NdtOK Not = Not Readyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2 Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) S. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. 'Gas; Location -Test -Wrap: / /"L"ft. / P'Na(. or/ P L" ft./ /"LPG 7. Utility Clearance Date Card B-1 Date Card B-1 Date Card 8-1 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 -Fail -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card 8-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS COVERS, CARPORT �GAfiAG- (Plans)OK except #'s Zo Requirements -Setbacks- asements . Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Coonectors Shthg.-Rfg.-Bracing 5. Alum. Awn. _Colum ns -Connections -Splice -Decal -Enclosures 6. Ca ; Windows -Doors iectric . Frmg; Sils-Anchors-Studs-Rftrs-Tosses' BKSiding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 1 Ext.; Steps -Doors -Landings D Card B-1 r Date /LJ Card 13-1 D2!" Card B-1 Date - Card B-1 Date POOLS (Plans) OK except #s 1. Setbacks -Easements 2 Soils: Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Data Card B-1 Date Card B-1 Date ^Card'8-1 Date Card B-1 OK O = %oi OK - = Not Applicable RESIDENTIAL (Single & Duplex) • = Not Ready Date UNDERFLOOR (Plans) OK except #'s Date FRAMING (Continued) 1. Zoning -Setbacks -Easements -Flood -Slope 45. Hangers -Post Caps -Anchors -Connectors 2. Fig., Main; Soils-Elec. Grnd.-/ /" Fig. Depth 46. Cing. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Ring. 3. Fig., Garage; Soils-Steel-Elec. Grnd.-/ /" Fig. Depth 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 4. Fig., Porches & Decks; Soils -Steel-/ /Fig. Depth 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5. Stemwalls, Main; Steel-Blockouts-Wrapped 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 6. Stemwalls, Garage; Steel- Bloc kouts-Wrapped 50. Garage Fire Protection Framing 6a. Hold Downs and Special Anchors 51. Property Line Firewall &Openings 7. Slab; Steel -Wrapped 52. Ext. Doors -One T -Check Garage -3rd Story, 2 Exits 8. Piers -Fireplace Ftg.-Steel 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 9, D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 10. Gas Pipe: Size -Anchors 55. Siding -Nailing Veneer 11. Water Pipe; Test -Anchor -Regulator -Service Test 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 12. Electric; Underground 57. Glazing Area -Glass Protection -Skylights -Plastic. 13. Pienums & Ducts; Clearance -Material -Support -Ins. 58. Shear Walls; Nailing -Bolts 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 59. Insulation -Walls -Ceilings 15. Insulation 60. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Date Card B-1 Date Card B-1 16. Water Htr.: Vent -Access -Combustion Air -Baffle Date FINAL (Plans) OK except #'s 17. Water Pipe; Test & Anchor -Nail Protection 61. Ext. Steps -Door & Sidelight Protection -Landings 18. D.W.V.; Test -Fittings & Anchor -Nail Protection 62. Smoke Detector 19. Shower Pan; Test, First Floor -Tub Access 63. Furnace; Vents -Clearance -Comb. Air -Connector - 20. Test Tub & Shower, Second Floor -Tub Access In Garage; Above Floor-Ducts-Mech. Protection 21. Gas Pipe; Size & Anchors 64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub Access -Spa Date Card B-1 Date Card B-1 66. Elec. Trim & Subpanel; Breaker Sizes & Labels Date Card B-1 Date Card B-1 67. Stairs & Rails Date ELECTRICAL (Permit) OK except #'s 68. Fireplace or Stove; Clearances -Hearth 22. Fixture & Transformer Clearance -Ins. Protection 69. Elec. Outlets at Wood Panel; Int. & Ext. 23. Elec. Receptacles Spacing -Lights & Switches at Doors 70. Kit.Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance 24. Size Boxes & No. of Conductors -Stapled 71. Elec. Outlets & Receptacles at Kit. Counter 25. Romex Installed Close to Edge of Studs & C.J. 72. Garage Fire Door; Swing -Landing -Closer 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 73. A.C. Duct in Garage -Damper 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. In Garage; Above Floor-Mech. Protection Cu or At 75. Plb., Elec. & Mech. Equip. Listed for Location 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or AI. 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protection Insulated Neutral ❑ Yes ❑ No 77. Insulation -Foam -Looked in Attic ❑ Yes 30. Service -Riser Conductors & Ground -Main Disconnect 78. Guard Rails & Deck Construction -Post Caps 31. Equip. Clearances Panels-Motors-Mech. Equip. 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth 32. Clothes Closet Light -Shower Light -Spa Light Clearance Looked under Floor ❑ Yes 33. Smoke Detector 80. Following instld.: Drive ❑ Yes ❑ No; Walks ❑ Yes 0 No; Planters ❑ Yes ❑ No Date Card B-1 Date Card B-1 81. Stucco; Brown -Finish Date Card B-1 Date Card B-1 82. A.C. Unit: Disconnect, Electrical, Plumbing Date MECHANICAL (Permit) OK except #'s 83. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 34. A.C. Ducts Insulation &Support 84. Water Well; Disconnect, Electrical, Plumbing 35. Vent Fan; Exhaust above insulation 85. Exterior Elec. Trim: G.F.I. Receptacle -Underground 36. Condensate Drain &Overflow: Size &Grade 86. Ventilation Throughout House 37. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 87. Glass Protection 38. Attic Access & Platform if Furnance in Attic 88. Corrections from Previous Inspections 89. Gas Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval Date Card B-1 Date Card B-1 91. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s Date Card B-1 Date Card B-1 39. Sils. Proper Material & Anchors Date Card B -t Date Card B-1 40. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound Date Card B-1 Date Card B-1 41. Bearing Walls over Girders & Floor Nailing Comments at Final: 42. Draft Stop in Walls (rat proof) 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44. Headers & Beam -Size & Bearing (NOTE: An entry must be made each time you visit job site) IT y COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE ER r , t PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter or need additional explanation, please contact this office immediately. "t I� ✓i (' � T C / � !�i'v lam. � OJ� � r< - , s t l'u ' Y4 s:S tt .`Q 4R y r� 'A Date �� Inspector AYE - 'T 1 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 -APPLICATION AND PERMIT . 1 ASSESSOR PARCEL NUMBER . 69-31-35 ZONING, R -i - I BUILDI ERMIT OWNER John P. Finkelson TEL:EPHbNE 272-2102 SO. FT. OCC, BUILDING VALUATION 49 ?4 6160 OWNER'S MAILING ADDRESS 10187 Grinding Rock Road, Grass Valley 95949 CONTRACTOR'S NAME Better Builders TELEPHONE 589-2574 CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER None UNKNOWN Total Valuation $ 6160 Filing Fee g 1$ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER None LICENSE NO. Plan Checking Fee $ 25 Energy Plan Checking Fee $ ' ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 5400 High Rocks Court Oroville Permit fee $ 103,75 PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO.SUBDIVISION `4 -7 NAME L— 2 q C PARCEL MAP le '- L) Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other det garage SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 0.00ea TYPE OF WORK NewLn Addition❑ Remodel[] Utilities[] Installation[- Other❑ Describe work: Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare uDOw penalty of perjury (check One): I am licensed under provisions of Chapt. 9, Div. 3 of the. Business and Professions Code and my license is in full for a ad effect. License No. L &Z.2S Classification. ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.e,` OR ADDNS. ACC. BLDGS. / , h2sq ft 12.00 NEW CONSTRL MULTI -OUT LET U TI -OUTLET NON-RESID BRANCH CIRC ITS 2,50 ea /POWER APPARATUS 6 (SINGLE OUTLET CIR. ) Ex. Occup OUTLETS OR FIXTURES zo®soa SALO 30 FIXED APPLNS. OR Ex. Occup. OUTLETS IRESIO.1 EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ 22.00 Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ave placed on file with the County of Butte Building Department M-1-1 Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ 1 shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling g Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue againstsaidCou in onse uence of the granting of this permit. ,� X___ .// L �. Date /' /�" -,�r Signature of Applicant — Owner ❑ Contractor ❑ Agent P�__ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ - 125.75 HAL CUA PARK SCHL _ FLD CDF PAR VPDAJ HD. ISSUE: This permit is hereby issued unoer the applicable provi- sions of the Butte County. Code and/or resolutions to do work indicated ab ve for which fees have been paid. R. OR F BLIC WORKS By Date o PERMIT EXPIRES/Date Receipt No. 88694 WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT inBU- C 0 TE DE ASRIMENT OF PUBLIC WORKS - BUILDING DIVISION 41 7"COWNTY CENTER 1DRIVE - OROVILL CALIFORNIA 95965 -TELEPHONE: 916/538-7 1� PERMIT APPLIGATION DATA SHEET Permit No. OWNER FIm —A. P. No. -69r- 3/-3-5 Proposed Building Use Building Inspector /?0 Date At time of permit' applicatior��;l was advised the following data must be submitted prior to p�rmit processinq and/or iss'Uance:,' DATE RECEIVED T APPROVED 2. Plot plans in duplicate/triplicate, signed by preparer of plans ........ 3. Complete plans in duplicate/triplicate, signed by,preparer.of plans 4. Complete engineered plans and calcs, with wet signature on plans 6. Energy Design Complia.nce and supporting,,,Pocumentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to 'plan check) structions .................................. ------ 10. Fees of $ ------11. Chico Urban Area fees p................................ ----�-12. Park fees paid ... .....-�.�.............�......................... ` . id ^^ School pa .............. ' --1�i�.14 Soni�tionepprova|from Health Department 5. City of Chico plumbing permit..................................... -�_-_-16i Plot plan and business license approval from City of ' (see Qty for other requirements) . ----_� 17. Planning approval for (A) Uoe:-__----_(B) Parking:----__---' ...... 18. Improvements may be ' . Contact Land Development Section OPVV _-�--- 19. Driveway permit (nonatruct)nn approval required prior to occupancy) - 20. Pre -Inspection for roqyired . . . pm'm»n»^. request to �����------ ou/m/no/novovm,(Date) _--__ 21. Contractor's license information (No.. Nome Style, C|aguificatiun) ... -----_' 22. Certificate of VVorkmons Compensation Insurance .................. __---- 23. Owner -Builder Verification (Given to owner o. Mail to owner o)..... ----_-' 24. Recorded copy of Agricultural Acknowledgment Statement ... .. .... --_--_ 26. Letter of'oignotura authorization ........ .. .......... .. .. .. .. .. ..... - _----'26. -27. ' ' When you issue the ponni1, process as follows: —Mail to owner. -------_Mbi| to contractor. "+x . Telephone and hold for pickup —office. Oe|ivervv/inapectoc � +k,. _____ Otho Applicant- —Date � . ~~ .^ NCopyofHuz-K8atform sent —Health Dept. —Fire Dept. ----Air Pollution Date ' Cupyufp|annnon1 -__-_Hna|�hOop�� -_--_FiroDopL —Other _--__-_ De By— The following data yThefn||owingdatn must be submitted prior to permit issuance: (Circle new item not checked above),���-- 1, Index permit for above items NO. ��. 2. Additional itemsrequired: esigner, owner, was advised of above required data byj_�/_/phone__rnai I —counter by NU) ..dateA1Z9 esigner, owner, was advised of above required data by—phone—mall—L-counter by date _!V2j9J__ , � , Sets of plans on hold in —File cabinet _AP folder COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Orovlller California 95965 - Telephone: 916/538-7541 �- APPLICATION AND PERMIT A33ES30RP RCEL NUM, g �?' �� ZONING . BUILDING PERMIT OWNER n, ,t 7 ' J\ ��� /V TELEPHONE as S0. FT. OCC BUILDING VALUATION OWN,F'R 3�MAILING AD`DR7ESS� y� �!' 77/l//1 0` / ' / ✓ /' O J V CO T ACTOR•9 NAM TELEPHONE CONTRACTOR'S MAILING A`OORESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ 4LENDER'S MAILING ADDRESS Filing Fee $ 10.00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE No. Plan Checking Fee $ r ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS n Co HV C— Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2,00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping ' 5.00 Each qas water heater or vent 5,00 USE OF STRUCTUR.,�EE�- �— SFO Duplex[]Mobilehome❑ Other O / ('O//T44 SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 10.00 ea TYPE OF WORK Ne Addition Remodel❑ Utilities ❑ Installation❑ Other ❑ Describe work: Permit Fee s Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service X000 AMP 1 OR LESS 10.00 CONTRACTORS LICENSE LAW I declare under penalty of perjury p y p ) y (check one): ❑ 1 am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification. I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract - ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service EA. AOO'L 100 AMP 2.50 NEW CONST. DWELLING OCCUP.. OR AODNS. ACC. SLOGS. , ftsgft NEw CONSTR.U TI -OUTLET NON.RESID BRANCH CIRCUITS) 2.50 ea POWER APPARATUS e (SINGLE OUTLET CIR, Ex, OCCU OUTLETS OR FIXTURES P 20050* .ALO 30 FIXED APPLNS. OR EX. OCCUp. OUTLETS IR ESIO,I EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15,00 Misc. Wiring 15.00 Permit Fee $ • WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FilirgFee 10.00 Heating Cooling Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify, and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required For excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee S occ CONST TYPE TOTAL FEE $ p�� / HAZ CUA -1 PARK SCHL FLO. COF PAR Po ) Ho. IssUE This permit -is hereby issued unser the applicable provi- sions of the Butte County. Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date PERMIT EXPIRES Date Receipt No..--& Z::� '? �L WHITE-o.P.w., YELLOW-A3et3soR. INR-INSPtCTOP, GaLOENIIOO-APPLICANT LOT 470 z. NIT 4C ihi$; sett vt piorxs cLRd sPec:Hh .:,,figns Mull 't.._... _._.......-:.:.-.......__......:_...-.........:- .ep= on the job a* cell Limas erd it is WpOwfal tx easy cE,c:x-.99s or a0areir.,m on some wi#hotti men permission from As Deportmm* � PaW Varld. Count`+ 4 Buff* RT NOTE—All Materials & Wor" .. r;shio Shall :Be in.0 Accordance with Recognizod Good Practice axi CIA a quality prescribed for the Specified use i1n thF/ o.. z s ° Uniform Building, Plumbing & Mechenical M R 1e 6. 2 0 ._..__ aid the Ngterv��l' ' ,-_c; cFFI-e7 N 3 7,,11 wA'+i r? I 10N. K -- �� • P�zxn isr .1156 9' x Mobs, I ��-• ? Z 20' 4 V 0 SAPS \ 1 7' Firl l� DING ®EPA.RIVEW ProlkROVED 1 A setback of _5 'ft. fron, the N B8 ° 2 0, 00"x ..,ProPorty lines and a sotback ' P, U. A S s M.5 N 7- of of 50ft. from the read .centerline shall be clear of FF�'ZYYIIT',I ISCe-9 I f? 6 structures or equipment except -for a 2 ft. eave overhang- ? d-CCL l o� 0.11 eq�,YriQM� Lor 47o 8 - 29 - 78 0 o. D }� 4'i-�M:� irAi: G' ti ... )'t 1n`� aK" /,t..; '� •'4 iit� Ar; iii I+(} Al ; l rr-lr4 J� •-e►;�t� is 1str7*ili t-�.:o'!d'�� �e�! . r r .'V.,i .�% r. m 30. u '0 zz� 1-4 SLI/ne2 S� AlTAC F—D DETAIL COQ 6,AXA65: KC—TPcIN)MG WALL w Int 5U2ciAeg--- 1 LJ ; �,'W NNG ®EPARTM .®/.► I'd ! [, 2/6 8Es - Lel7j 10/0 m U) \ /2 \ \' SEE 447-02il/AT6- 9(!54DuJ r • � �� 2.2 ��D- U rrCelle. W,46 _ 0 40006 -Gy -ro /W/ffc/' U/UD/STLlRB6,0 SOIL VM7. RE�it/�; ° Lffi� 240/0//t/ 1PROClIV6 i,VK 6f%CC 56,�f6 /S c4aEa 7 S 9 T/DSS - �o,� h/ 6W 6� f7E/2 7ylti 17Z' 6 � V DEPARTMENt IP� �'P- 7/rZ/9o- Provide %z" X 10" anchor bolts. 6' 10-C- max. and with - 12" of ioints. Tr Uu :S CALOc OSE Low-SLrpE U1 ���I.ICPcT10(V �(Z t SEE UE TRIC (<tLT.-ZNATIVC)AT T-A(.HECD II D pz�o,j mal L - SPECIAL ROOF COVERING P2QUIRED. SEE ATTACHED SHEET. ZONE _ ,C;�LASG C... k;�l N I= � 1"f2USS f3C CII 32 :5118 cc)OJNJ-`i Ii.DING DEPA:iRTMiEN 4PPROVED 4�G e r ci — - - --- — - --- f3C CII 32 :5118 cc)OJNJ-`i Ii.DING DEPA:iRTMiEN 4PPROVED 4�G — ------------ KC)or ?LAW ice oe W UO -,D 1-040CW 'SOLT POW WtIr Im co pir k2!V2.4 CONST ALL UVA5 7 m :QLyckc- AMA. MLAARW Pow CAP aAL coot fvm 51 m cane m z --I m gym-, *&AMMAG COw Ar/w UAPVOO*O --KX.46 IMP PLATE CAVE CLOS.` W Off r)t-vw-- S�Wclux. iys3c- W cols' S"C- 10 0 00 '%CAPAG7E0ffTAIftL-- Q 6 -man T pefz-PrugS CALCS Awo SK 2 OC " x.33 06c, Oft C 3� FZ U&MT eCO'D - LP 0002. YY»XIJ - or IVT'54�- �j f2 SEE ffOUNIDA-060 OCTNUS AITA-GiC-D WAM MILDING DEPARTMENI, WPPRO"VE D ................ ............:....:...:............... t,W(-06-1951 10:16 FROM 'TRUSI.tW-L-CH. 714 631 5106 'TO 0 co ; �+ 4D o 07 N C • a m p n 1 0) \ m A N r Q 1N w s 1 o (j} N a TT r" LHS PLUM4'26.........F..02.,.. mm i 1 • ��/r� v rv4; ARnQ Xv N x XA _ jjTOdl 01 www Am .1 of tu••1 m w. =n • { M w _[ b4ov1 Z p D /� p v m oo� WWI WORM7 b�vro� 4� a o0 1 p� oom rse' �0 ro AN ,1 0o 1 oo, m w /� 1►a 1 y c co U E w 3 O 0 Co) I STATE OF CALIF �iAI )ss. COUNTY OF tSU � � t I On APRIL 22, 1,991 before me, the undersigned, a Notary Public in and for said State, personalty appeased ALBERT JOHNSON personally known to me (or proved to me on the basis of the oath of ALBERT JOHNSON a credible witnesswho is personally known to me) to be the person whose name is subscribed to the within instrument, as a witness thereto, who being by me duly sworn, deposed and said: That he/she resides inBUTTE COUNTY that he/she was present and saw JOHN P. FINKELS01 MARJORIE G. FINKELSON known to him/her to be the same person(s) described in and VQA executed the within instrument, as a party(ies) thereto, sign, � and deliver the same and that said.party(ies) duly acknowlecla in the presence of said affiant, that he/she/they executed She same, and that said affiant, thereupon at the party's(ies') requfMe subscribed his/her name as a witness thereto. WITNESS m'y'ha official seal. Signatufe1001— OFFICIAL SEAL JESSIE HART nOTART pUDIJC — CALtFORMA COUNTY OF BUTTE Comm. Exp. August 26, 1991 (This area for official notarial seal) `. FOR .RESI:DI:NTIAL 1)UL'LOPMFNT _ 'Section 26-8,1� of the Butteflounty C(5de requires this acknowledgement a recorded prior to issuance of a building permit. , 91.-15506 The property described herein is adjacent 91-015506 ; Rec Fee .5.00 to land or i nchded' within an area zoned Recorded' Check 5.00. ror agricultural`, purposes, and residents of this property.'may be subject to incon- � Official Records -; veniences or discomfort arising from the County of use of agricultural chemicals, including, Butte I .-Candace J. Grubbs ; but not limited to herbicides, pesticides, '' Recorder ; and fertilizers; and from the pursuit ; • 2:05pm 22 -Apr -91 ; ` of agricultural operations including, XX 1 but not limited to cultivation, plowing, Spraying, pruning, and harvesting which 1 occasionally generate dusb, smoke, noise, and odor. Butte County has established ngr•icul-- Lural zones.which have as a priority use for within said productive agricultural purposes, and restidollis zones and on adjacent property or disconform from normal, necessary farm should be prepared to accept such ittccttrvett i epic c operations. A.11. that real property situate in the County of Butte, State of Californ.i.a, dc�ti -r i be -d ;i�. follows:_-��. �, LEGAL DESCRIPTION LOT 470., AS SHOWN ON THAT CERTAIN MAP ENTITLED, "KELLY RIDGE ESTATES UNIT NO. 4C.", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MAY 21 1978, IN BOOK 66 OF MAPS, AT PAGES 9, 10, 11, 12 AND 13. _ --- Date: q— / �' �/ - PROPERTY OWNE : WITNESSED ALBERT JOHNSOW Scute of. On this the day of v,/ 19J?/ before inc, SS. the undersigned Notary Public,,personal`ly appeared County of _ V -e_) , . Present A.P. No, a -3)- V3 Personally known to rpe . [:] Proved to me on the basis of satisfactory ev,idenie. to be the person(s) whose name(s) subscribed to the within instrument and ackqzledged that 'Pr.&A a + H i %AQxIu,t$l rposes therein contained. IN WITNV.S.S i�F`rrnt+nr ir�;N6R�sf!»Y�t'h4nd and official seal. .J.ANIE STfV•E#$ NOTARY PUBLIC .-CA„L•tFAJt # CouNTY,OF-BH,TTF Comm. ExR-§910f.1J,, ;0993 11 otary Public END OF D®CUMEfff I _ ... ... ......... .. ..._...._...��. ..... . ..._.... ..aw.-.1•i.a:I�tiiiitN.i�`�r�!•�Jh/:7:`i.�.. ..M��n�pwy. ' ` ' U Vr— .. .. .. ... .. r �� v J � (�. s..,•,}..,, �`� p � � .:;,. .,. ��: f DRAWING TITLE INDEX PAGE N0. LITERATURE FLUOR PLAN 1 PLAN APPROVAL 2 SPAN CHART 3 CROSS SECTION 4 FOUNDATION LAYOUT 5 FOUNDATION TYPICAL 6 FOOTING SIZE. PIER SPACING 7 8 FOUNDATION SYSTEMS FOUNDATION DETAILS 9 GARAGE ATTACHMENT/DORMER 10 GARAGE 11 SITE INSTALLED EAVES .12 13 I LEGEND MANUFACTURER CERTIFIES COMPLIANCE TO THE NATIONAL MANUFACTURED HOUSING CONSTRUCTION b SAFETY STANDARDS ACT -OF 1974 (HUD TITLE VI). DESIGN APPROVAL AND INPLANT CONSTRUC- TION INSPECTION PERFORMED BY PFS CORPORATION. ALL HOMES BEAR THE RED METAL HUD LABEL AS SUCH CERTIFACATION. oQp�SESSIp,�,! I I Home Systems, Inc. INDEX • 1: RESIDENTIAL X69-31-35 1563-91B FINKELSON, John 5400 High Rocks Ct, Oroville Cont: Better Builders (retaining wall) sC�3l g� l ' r r r r. rJOB FINALE i Signature r v=OK O =Not OK , ' = Not Readyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /" L" ft. / /"Nat. or/ /"L"ft./ /"LPG 7. Utility Clearance Date Card B-1 Date Card B-1 Date . Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs: Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sits-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-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 J=OK O = Not OK - = Not Applicable Not Ready RESIDENTIAL (; ' = Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel -Bloc kouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. Gas Pipe; Size -Anchors 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 16. Water Htr.; Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchor -Nail Protection 18. D.W.V.; Test -Fittings & Anchor -Nail Protection 19. Shower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe; Size & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 23. Elec. Receptacles Spacing -Lights & Switches at Doors 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or At 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral 0 Yes No 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Clothes Closet Light -Shower Light -Spa Light 33. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 34. A.C. Ducts Insulation & Support 35. Vent Fan; Exhaust above insulation 36. Condensate Drain & Overflow; Size & Grade 37. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 38. Attic Access & Platform if Furnance in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 39. Sils, Proper Material & Anchors 40. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 41. Bearing Walls over Girders & Floor Nailing 42. Draft Stop in Walls (rat proof) 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44. Headers & Beam -Size & Bearinq jingle & Dupldx) Date FRAMING (Continued) - 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. ties -Pu rlin -roof Brac-Truss-Shthng.-Rfng. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing 51. Property Line Firewall & Openings 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55. Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Walls; Nailing -Bolts 59. Insulation -Walls -Ceilings 60. 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 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel; Breaker Sizes & Labels 67. Stairs & Rails 68. Fireplace or Stove; Clearances -Hearth 69. Elec. Outlets at Wood Panel; Int. & Ext. 70. Kit.Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance 71. Elec. Outlets & Receptacles at Kit. Counter 72. Garage Fire Door; Swing -Landing -Closer 73. A.C. Duct in Garage -Damper 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor-Mech. Protection 75. Plb., Elec. & Mech. Equip. Listed for Location 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protection 77. Insulation -Foam -Looked in Attic O Yes 78. Guard Rails & Deck Construction -Post Caps 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor o Yes 80. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes I] No; Planters ❑ Yes ❑ No 81. Stucco; Brown -Finish 82. A.C. Unit; Disconnect, Electrical, Plumbing 83. Vents Above Roof; Plbg.-Appliance-Fireplace: Clearance to Openings 84. Water Well; Disconnect, Electrical, Plumbing 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 86. Ventilation Throughout House 87. Glass Protection 88. Corrections from Previous Inspections 89. Gas Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval 91. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: (NOTE: An entry must be made each time you visit job site) COUNTY OF BUTTE - DEPARTIVIU.T OF, PUBLIC WORKS c +- NO. " ouf 4l -Center DriveOroville, California 95965 - Telephone: 916/538-7541 ' APPLICATION AND PERMIT ASSESSOR ARCEL NUMBF,.R 69-31-35 ZONING _ BUILDING PERMIT OWNER John Finkelson TELEPHONE 272-2102 SQ. FT. OCC, BUILDING VALUATION 300 3,000 OWNER'S MAILING ADDRESS 540 Hi h oc Court, Oroville CONTRALTO 'S NAME Rpt-tpr Builder.-, TELEPHONE 589-2574 CONTRACTOR'S MAILING ADDRESS Ro Fireplace CONSTRUCTI N LENDER Norip UNKNOWN Total Valuation Is Filing Fee $ 10.00 LENDER'S MAILING: ADDRESS _ Permit Fee $ 38.50 ARCHITECT OR CN ;WEEP, Frank LICENSE NO. T 32434 Plan Checking Fee $ 19.25 LJ Energy Plan Checking Fee $ ARCHITECT R EN NEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 54no High Rocks Coiirt, Oroville Permit fee V 67.79 PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAMEPARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SFE] Duplex❑ Mobilehome❑ Other retain-inG: wall SP CI FY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 10.00 ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation El Other Describe work: retaining Wall on property line _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare uDder penalty of perjury (check one): I lam licensed under provisions of Chapt. 9, Div. 3 of the Business d Professions Code and my license is in full fo and effect. License No. 3- � Classification. El 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.81 OR ADDNS. ( ACC. BLDGS. / I /20sgft - NEW CONSTR. ULTI.OLIT LET NON.RESID BRANCH CIRCU, TO 2.SOea POWER APPARATUS tr (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 0C j 9AL0 90 DAL@20 G 30 FIXED APLNS. Ex. Occup. OUTLETS P(RESID )REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. �Virin 9 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ Thi permit is for $100.00 (valuation) or less. a/ have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject ( to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling g Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating I to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against aid Co ty in consequence of the granting of this permit. ` s /� /� %� _ Date Signature of Applicant - Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep demolition or construct- ion of structures overr�3 stories i height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE .7 TOTAL FEE E $ 67. 7 5 HAz. CUA PARK SCHL FLD . PAR PD i I E This p it is hereby issued uroer the applicable provi- Bions f the Butte ou 3 . Code and/or resolutions to do icat d ab e f r which fees have been paid. IRE T OF PUBLIC WORKS work 7�, Bye D to PER T EXP116L Date Receipt No. 8 -/ < WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT •rte r ; 'g•• 1^rr.�r rnr ."7Af � i '^1'f � ���' � `� / Y1'•t . •,p �' 41 1 ...- .COUNTY OF BUTTE.Z o .,o x, RTMENT OF PUBLIC WORKS -BUILDING DIVISION 7 OO-UNT :CENTER DRIVE - OROVILU CALIFORNIA 95965 - TELEPHONE: 916/538-7541 (/I PERMIT APPLItATtON DATA SHEET r f�J C�VI ►v �( )vC�Sa� Permit No. OWNER A. P. No. Proposed Building Use ���/"���'y�;��1 Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: f DATE RECEIVED APPROVED 1. All items have been submitted . .................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans ........ 3. Complete plans in duplicate/triplicate, signed by preparer. of plans . . 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation a instructions....................................................... 10. Fees of $ 11. Chico Urban Area fees paid ....................................... 12. Park fees paid........................................ 13. c " �S hool�Disct fees paid ..... • ... • ... . Sanitation approval from�i Health Department 5. City of Chico plumbirig permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required Pre-Inspec. reques Building Inspector 21. Contractor's license information "(No., Name Style, Classifications ... 22.,Certificate of Workmans Compensation Insurance .................. 23. Owner -Builder Verification -('Given to owner ❑, Mail to owner ❑) ..... 24. Recorded copy of Agricultural Acknowledgment Statement ......... 25. Letter of signature authorization ................................... 26. 27 When ou issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone Sen o %yand hold for pickup at C9 office. Deliver w/inspector. Other Y Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phone---inail_co ter by ..date Contractor, designer, owner, was advised of above required data by—phone—ma ll_c nter by date Plans checked by Date Pla approved by Date 23hy.) tZ Sets of plans on hold in File cabinet AP folder Copy—DPW P. COUNTY OF BUTTE - DEPARTMENIT,OF•,PUBLIC WORKS 7 -County Center Drive-.Oroviller California 95965 - Telephone: 916/536-7541 - - - APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER/ G2 -31' - s ZONING BUILDING PERMIT OWNER eeLsoN TELEPHONE -z�oz SO. FT. 99C. BUILDING VALUATION IM �© OWNER'S MAILING ADDRESS o iG -� "Cr o C/�- CONTRACTOR'SNA E F'�e �v:ldecs TEL PHONE _,I as7 CONTRACTOR'S MAILING ADDRESS Sot G3 0 �, (` Fireplace CONSTRUCTION LENDER ��� _-. - - UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILINt ADDRESS Permit Fee $ ?j ARCHITECT OR f•:v.;INEEP, j/ 1k Vh�s LICENSE NO. No.32�13 Plan Checking Fee $ a Ener Plan Checking Fee 9Y 9 $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ C. , PLUMBING PERMIT Filing Fee 10.00 C Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE 1 'A SF ❑ Duplex❑ Mobilehome❑ Other RI104A tJ iy �A SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home I S I G W 1 0-00 ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities Q__installation❑ Other' Describe work: Re'�A ?� P!,%; . LJAA oN eNaRe6-t-�e C Ne LJ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service GOOV OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW - I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification. E-1as the owner, or my employees with wages as their sole compen• sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.e, OR AODNS. ( ACC. BLDGS. , /Zdsgff NEW CONSTR. U '.OUTLET NON-RESID BRANCH CIRC ITS 2,50 ea POWER APPARATUStr SINGLE OUTLET CIR.0@50I Ex.000up(OUTLETSORFIXTURES 2ALOC eLo30 ED APNS Ex. Occup. OUTLETSP(RE51D )REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 9 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ 1 shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subjectpermit to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling 9 Hood 3.00 Ventilation Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Signature of Applicant — Owner❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0'* deep and demolition or construct- ion of structures over 3stories in eight. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ ro HAz. cuA PARK scHL FLo I CDF I PAR PD ) HD. ISSUE This permit is hereby issued unser the applicable provi- sions of the Butte County. Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date PERMIT EXPIRES Date / Receipt No. ` 7, 7,5' WHITE-D.P.W., YELLOW-ASeESSO , PINK -INSPECTOR. GOLDENROD -APPLICANT tions r in a, rs�,t arkp.a44-�' u - 19b , At e n satn with - U q4qli�r, wv, s Of "o the Department r iss! n from out itten per MIS 1$ W rks, CountyLOW ",.tTA Public AM= i1-- s -11-- s e 7---3 A c -S CA, z 2 S, L R7 til n: from shall be c1c.-M Of t-Ij."Ju!"r-'s Or equiornent ft. CIeoj O� OA 20' 60 e peovloe- OC , ANC`/ 2 Ee-- P/- o tj 7' X11 ---f 7sql, aW�(, A)Cr &,CVfPC:h S 4, - r3 66' 2 01 001I.E L. - P. L) N F2 Co_f�2AGE Barre -w P 9 - 78 o D. D AP ,04,1g ','I. I.,' o ( 6 V6 0 z 0 0 15 F -T - L3',&, c < 7-4)) /00' /---7 a;;, t hum e 'Inu N br-5 wo dol eil-t r'O to Ak tip IN \ STRUCTURAL CALCULATIONS CONCRETE MASONRY CANTILEVER RETAINING WALLS BETTER BUILDERS CONSTRUCTION 5263 ROYAL OAKS DRIVE OROVILLE, CA 95966 CALCULATIONS ARE IN COMPLIANCE WITH THE 1988 EDITION OF THE UBC ' /r SI6NED_ - _____ DATE FRANK L. TYUKOS^- RCE 32434 ./ ^` F L T ENGINEERING 5790 CLARK ROAD ' PARADISE, CA 95969 (916) 87240254 FREE STANDING CONCRETE MASONRY RETAINING WALLS WITH LEVEL BACKFILL. ' CODE 1988 UBC SUPERIMPOSED LOADS: NONE CALCIS PROVIDED FOR: A. 41-0" HIGH WALL — , ^ " WALL — FLT ENGINEERING SUBJECT: CMU CANTILEVER 61-8" RETAINING WALLS 5790 CLARK ROAD SHEETS 6,7 & 8 D. PARADISE, CA BY: FLT DATE: 7/90 JOB NO.: 0407-4 9,10 & 11 PROJECT: BETTER BUILDERS 91-4" CONSTRUCTION SHEET 1 OF 16 5263 ROYAL OAKS DRIVE, OROVILLE, CA 95966 DETAILS FREE STANDING CONCRETE MASONRY RETAINING WALLS WITH LEVEL BACKFILL. ' CODE 1988 UBC SUPERIMPOSED LOADS: NONE CALCIS PROVIDED FOR: A. 41-0" HIGH WALL — SHEETS 2 & 3 B. 51-4" HIGH WALL — SHEETS 4 & 5 C. 61-8" HIGH WALL — SHEETS 6,7 & 8 D. 81-0" HIGH WALL — SHEETS 9,10 & 11 . E. 91-4" HIM WALL — SHEETS 12, 13 & 14 ' CONSTRUCTION DETAILS — SHEETS 15 & 16 MATERIALS: CONCRETE — ULTIMATE COMPRESS. STRENGTH — f°c = 2000 PSI @ 28 DAYS, CMU — ULTIMATE COMPRESSIVE STRENGTH — f'm = 1500 PSI, GROUTED SOLID, NO INSPECTION REQUIRED. REINFORCING — ASTM A615, GRADE 40, ALLOWABLE SOIL BEARING PRESSURE — 1500 PSF, ALLOWABLE LATERAL BRG. PRESSURE — 200 PSF/ - . . PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. ; 0407 - 4 DATE : 7/1990 CALCIS BY : FLT SUBjECT: CONC. MASONRY CANTILEVER RETAINING WALL --------------------------------------- WALL DESIGN: ------------- ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (PSF)': YIELD STRENGTH OF REINF. - Fy (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI): SPECIAL INSPECTION REQUIRED: ALLOW. COMPRESSIVE STRESS OF CMU - Fm (PSI): GRAVITY LOAD - DEAD LOAD (KIP): - LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOP (INCHES): - BOTTOM (INCHES): GROUTED SOLID - WEIGHT OF GROUT (PCF): AVERAGE WEIGHT OF WALL (PSF): TOTAL EARTH PRESSURE - Fw (KIP): MOMENT - Mw (FT -KIP): AREA REINF. (IN^2) 'dl(JN) SIZE & SPA (IN) -____________-__________________________________ 0.024 5.35 #4 @ 101.9 MIN. VERTICAL REINF. - .12 % (IN^2): MIN. HORIZONTAL REINF. - .08 % (IN -2); DESIGN REINF. - - nwnIZu/v/AL: #4 e 32 EFFECTIVE RATIO OF REINF. - p: / MODULAR RATIO - n: COEFFICIENT - k: ACTUAL RATIO OF DISTANCE - j: COEFFICIENT - 2/kj: ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI): ACTUAL TENSIONAL STRESS OF REINF. - fs (KSI): LEVEL 30 0 40 2000 1500 NO 250.00 0 0 4 amemIza 3.33 7.6 7.6 135 84 0.17 0.18 0.109 0.073 0.0016 40.0 0.303 0.899 7.345 FLT ENGINEERIN8 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET -0 OF 161 a 47.38 < 250.00 3.07 < 20.00 PROJECT i BETTER BUILDERS CONSTRUCTION JOB NO. .: 0407 - 4 DATE : 731990 CALCIS BY : FLT FOOTING DESIGN; ----------------- ELT ENGINEERING 5790 CLARK ROAD- PARADISE, O«SR/RADISE, CA (916) 872-0234 SHEET -? OF /,�/, DENSITY OF SOIL (RCF):' 100 DENSITY OF CONCEPTE (PCF): . 150 OVERTURNING RATIO - MIN; '1.3' - MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOWV LATERAL BEARING PRESSURE (PSF)-, 200 FRICTION COEFFICIENT - Fc; 0.35 FRANS DEPTH CINCHES): G FOOTING WIDTH - HEEL (INCHES): 8 - TOE (INCHES): B FOOTING KEY - DEPTH & WIDTH (INCHES): O - SAVK TO SACK OF WALL (INCHES): 0 TOTAL WIDTH OF FOOTING (INCHES): 24 OVERTURNING FORCE - Fo (KIP): 0.24 OVERTURNING MOMENT - Mo (FT -KIP): 0.32 TOTAL RESISTING WEIGHT - W (KIP): 0.913 RESISTING MOMENT - Mr (FT -KIR): 1.07 OVERTURNING RATIO - SF 3.37 NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT w Me (ET -KIP): FOOTING AREA - Af (FT^2): SECTION MODULUS - S (FT^S£; SOIL PRESSURES - DL ONLY - SPt (PSF): . - SPh (PSF): SLIDING RESISTING FORCE - Fr (KIP): FOOTING - TOE: . EARTH PRESSURE @ TOE - Fv (KIR); MAX. MOMENT @ TOE - Mt (FT -KIR): AREA REINF. (IQ^2) 'd'(IN) SIZE & SRA (IN) -------------------------------------------------------- 0,020 4.75 #4 @ 82.2 DESIGN TOE REINF.: #4 @ IE| 0.76 0.15 0.18 2.00 0.67 639.39 < 1500 247.13 > 0 0.40 > 0.24 0.46 0.20 � PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 0407 - 4 . DATE : 7/1990 CALCIS BY : FLT SUBJECTi COMC. MASONRY CANTILEVER RETAINING WALL _______________________________________ WALL DESIGN: ________-__- ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (PSF): YKLD'STRENGTH OF REINF. - Fy (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI): SPECIAL INSPECTION REQUIRED: ALLOW. COMPRESSIVE STRESS OF CMU - Fm (PSI): GRAVITY LOAD - DEAD L^AD (KIP): - LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOP (INCHES): - BOTTOM (INCHES): GROUTED SOLID - WEIGHT OF GROUT (PCF): AVERAGE WEIGHT OF WALL (PSF): ^ TOTAL EARTH PRESSURE - Fw (KIP): MOMENT - Mw (FT -KIP): AREA REINF. (IN^2) ,dl(IN) SIZE & SPA (IN) 0.065 5.35 #4 @ 36.9 MIN. VERTICAL REINF. - .12 % (IN^2): MIN. HORIZONTAL REINF. - .08 % (IN^2): DESIGN REINF. - VERTICAL: - HORIZONTAL # EFFECTIVE RATIO OF REINF. - p: ` MODULAR RATIO - n: COEFFICIENT - k: ACTUAL RATIO OF DISTANCE - j: COEFFICIENT - 2/kj: ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI): ACTUAL TENSIONAL STRESS OF REINF. - fs (KSI): FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET ^0 OF IS LEVEL 30 0 40 2000 1500 NO 250.00 0 0 5.33 4.67 7.6 746 135 84 0.33 0.51 0.109 0.073 0.0016 40.0 0.303 0.899 7.345 130.68 < 250.00 8.47 < 20,00 ` . , ^ ^ � - , PROJECT � JOB NO. DATE ` . . � : BETTERBUILDERS CONSTRUCTION : 0407, - 4 : 7/1990 CALCIS BY : FLT ( FOOTING DESIGN: ---------------- DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): OVERTURNING RATIO - MIN: ' - MAX: ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT - Fc: 100 150 1.5 2.5 1500 200 0.35 FOOTING DEPTH (INCHES): 12 FOOTING WIDTH - HEEL (INCHES): 12 - TOE (INCHES): 12 FOOTING KEY - DEPTH & WIDTH (INCHES): 0 - BAVK TO BACK OF WALL (INCHES): 0 TOTAL WIDTH OF FOOTING (INCHES): 32 OVERTURNING FORCE - Fo (KIP): 0.48 OVERTURNING MOMENT - Mo (FT -KIP): 0.91 TOTAL RESISTING WEIGHT - W (KIP): 1.55 RESISTING MOMENT - Mr (FT -KIP): 2.54 OVERTURNING RATIO - SF 2.78 NET MOMENT - Mn (FT -KIP): 1.62 ECCENTRICITY - e (FEET): 0.29 ECCENTRIC MOMENT - Me (FT -KIP): 0.44 FOOTING AREA - Af (FT^2): 2.67 SECTION MODULUS - S (FT^3): 1.19 FLT ENGINEERING 5790 CLARK ROAC PARADISE, CA (916) 872-0254 ^�' ���� SHEET v OF ,= SOIL PRESSURES - DL ONLY - SPt (PSF): 953.87.< 1500 - SPh (PSF): 208.25 > 0 SLIDING RESISTING FORCE --Fr (KIP): 0.74 > 0.48 FOOTING.- TOE.- EARTH OE:EARTH PRESSURE @ TOE - Fv (KIP): 0.92 MAX. MOMENT @ TOE - Mt (FT -KIP): 0.58 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) 0.045 8.75 #4 @ 53.5 DESIGN TOE REI PROJECT : BETTER BUILDERS CONSTRUCTION JOEL NO. : 04 07 — 4 DATE. . 7/1990 CALgl ca. BY . FLT SUBJECT: T: CONC:. MASONRY CANTILEVER RETAINING WALL --------------------------------------- WALL DESIGN: i . ALL. CALCULATIONS ARE IN UNITS/LN. FT.. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF) : SURCHARGE (PSF): YIELD STRENGTH OF REINF. -- Fy (KSI) : ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI) : ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI): SPECIAL INSPECTION REQUIRED: ALLOW. COMPRESSIVE STRESS OF CMU — Fm. ( PS I) : GRAVITY LOAD — DEAD LOAD (KIP): — LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL — H (FEET): OVERALL. HEIGHT OF THE SOIL — Hr (FEET): THICKNESS OF WALL — TOP (INCHES): — BOTTOM (INCHES): GROUTED SOLID —.WEIGHT OF GROUT (PCF); AVERAGE WEIGHT OF WALL (PSF) : TOTAL EARTH PRESSURE — Fw (KIP): MOMENT : Mw (FT—KIP): AREA REINF. (IN`'2) sd' (IN) SIZE & SPA (IN) ---------------------------------------------------- 0.10' 5.29 #5 @ 26.7 MIN. VERTICAL REINF. — .1: % (IN"2): MIN. HORIZONTAL REINF. — .08 % CIN` 2) : FLT ENGINEERING 5790 CLARK ROAD PARADISE, . (91E) 872-0254 SHEET Oi� LEVEL 30 40 ;_0i 0 1500 NO 250. 00 i 1, 6.67 C' E, 7.6 7. 6 135 84 0.54 1.08 0. 109 0.073 DESIGN REINF. — VERTICAL. #5 @ 16 — HORIZONTAL: #4 @ 32 EFFECTIVE RATIO OF REINF. — p: MODULAR RATIO — n: COEFFICIENT — k: : ACTUAL RATIO OF DISTANCE — j: COEFFICIENT — '/k: j: ACTUAL COMPRESSIVE STRESS OF CMU -- fm (PSI): ACTUAL TENSIONAL STRESS OF REINF. — f s ( KS I) : ir. 00 25 ' 40. to 0.361 0. 980 S. 298 243.29 < 250.00 11-98 < 20.00 00 . . - PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 0407 - � DATE : 7/1990 CALMS BY : FLT HEIGHT FROM TOP OF THE WALL - H2 (FEET): 5.33' HEIGHT FROM TOP OF THE SOIL - H2�(-�' 4^67 THICKNESS OF WALL - BOTTOM2 (INCHES)- -T'): � ^ 76 GROUTED SOLID - WEIGHT OF GROUT (P—): 1^u5 AVERAGE WEIGHT OF WALL (PSF): 84 TOTAL EARTH PRESSURE - Fw2 (KIP): MOMENT @ Hw2 - Mw2 (FT -KIP): OVERTURNING MOMENT Mo (FT -KIP): 0 33 ^ . 1.97 0.51 AREA REINF. (IN-?) 'dl(IN) ------------------------------------------------- _______________________________________________.0.065 SIZE & SPA (IN) 3.85 .0-0655.35 #4 @ 36.9 NET MOMENT - Mn (FT -KIP): DESIGN REINF. - VERTICAL: #4 @ 16/ FOOTING DESIGN: --------------- DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERTE (PCF): 150 OVERTURNING RATIO - MIN: 1.5 - MAX: ALLOW. SOIL BEARING PRESSURE (PSF): 2~5 ALLOW. LATERAL BEARING PRESSURE (PSF): 1500 ION COEFFICIENT - Fc: 200 FRICTION 0.35 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 FOOTING DEPTH (INCHES): 'FOOTING WIDTH - HEEL (INCHES): 12 12 - BAVK TO BACK OF WALL (INCHES): TOTAL WIDTH OF FOOTING (INCHES): 0 36 OVERTURNING FORCE Fo (KIP): OVERTURNING MOMENT Mo (FT -KIP): 0.74 1.72 TOTAL RESISTING WEIGHT - W (KIP): 1.97 RESISTING MOMENT Mr (FT-Klp): OVERTURNING RATIO SF 3.85 2.25 NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): 2. 14 ECCENTRIC MOMENT - Me (FT -KIP): 0^42 FOOTING AREA - Af (FT^2): 0^82 SECTION MODULUS S (FT^3): 3^00 � 1.50 SOIL PRESSURES - DL ONLY - SPt (PSF): 1203.52 < 15�0 - SPh (PSF): SLIDING RESISTING FORCE - Fr (KIP): ^ 111 17 > 0 ' . 1.14 > 0.74 ' FLT ENGINEERING - PROJECT : BETTER BUILDERS CONSTRUCTION 5790 CLARK ROAD JOB NO. : 0407 - 4 PARADISE DATE : 7/1990 ' CA ` (916) 872-0254 CALCIS BY : FLT SHEET -o OF IS FOOTING - TOE EARTH PRESSURE @ TOE - Fv (KIP): 1.40 MAX. MOMENT @ TOE - Mt (FT -KIP): 1.15 AREA REINF. (7N^2) 'd'(IN) SIZE & SPA (IN) 0.090 8.69 #5 @ 41.2 DESIGN TOE R m ^^ . . , FLT ENGINEERING PROJECT : BETTER BUILDERS CONSTRUCTION 5790 -CLARK ROAD JOB NO. : 0407 - 4 'PARADISE, CA DATE : 7/1990 (916)P 872-0254 ' CALCIS BY : FLT SHEET OF SUBJECT: CONC. MASONRY CANTILEVER RETAINING WALL _______________________________________ WALL DESIGN: ALL�CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE'RATIO: LEVEL SOIL EQUIVALENT.FLUID PRESSURE (PSF): 30 SURCHARGE (PSF): 0 YIELD STRENGTH OF REINF. - Fy (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI): 1500 SPECIAL INSPECTION REQUIRED: NO ALLOW. COMPRESSIVE STRESS OF CMU - Fm (PSI): 250.00 GRAVITY:LOAD - DEAD LOAD (KIP): 0 `� ' . - LIVE LOAD (KIP): 0 OVERALL HEIGHT OF THE WALL - H (FEET): 8 OVERALL HEIGHT OF THE SOIL - Hr (FEET): 7.33 THICKNESS OF WALL - TOP (INCHES): 7.6 � - BOTTOM (INCHES): 11.6 GROUTED SOLID - WEIGHT OF GROUT (PCF): 135 AVERAGE WEIGHT OF WALL (PSF): 133 TOTAL EARTH PRESSURE- w F (KIP): 0.81 MOMENT - Mw (FTWIP): 1.97 AREA REINF. (IN^2) 'dl(IN) SIZE ----------------------------------------------------- & SPA (IN) 0.145 9.29 #5 @ 25.7 MIN. VERTICAL REINF. - .12 % (IN^2): 0.167 MIN. HORIZONTAL REINF. - .08 % (IN^2): 0.111 DESIGN REINF. - VER - HORIZONTAL: EFFECTIVE RATIO OF REINF. - p: | 0.0017 MODULAR RATIO - n: 40.0 COEFFICIENT - k: 0.305 ACTUAL RATIO OF DISTANCE - j: 0.898 COEFFICIENT - 2/kj: 7.304 ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI): 166.74 < 256.00 ACTUAL TENSIONAL STRESS OF REINF. - fs (KSI): 12.18 < 20.06 ' PROJECT ; BETTER BUILDERS CONSTRUCTION OVERTURNING RATIO - MIN: JOB NO. ; 0407 - 4 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 DATE \ 7x1§90 FRICTION COEFFICIENT - Fc: 0.85 FOOTING DEPTH (INCHES): CALCIS BY.: ELT ' - TOE (INCHES): 18 HEIGHT FROM TOR OF THE WALL - H2 (FEET): G HEIGHT FROM TOR OF THE SOIL - Hr2 (FEET): 7 u` .a THICKNESS OF WALL - BOTTOM2 (INCHES): 7.6 GROUTED SOLID.- WEIGHT OF GROUT (PCF); ISS AVERAGE WEIGHT OF WALL (PSF); 84 TOTAL EARTH PRESSURE - Fw2 (KIP): 0.46 MOMENT @ Hw2 - Mi2 (FT -KIP): 0.76 .AREA REINF, (IN^2) ld©<IN) SIZE & SRA (IN) ------------------------------------------------ 0.097 5.55 #4 @ 24.8 DESIGN REINF. - VERTICAL: #4 @ 1G FOOTING DESIGN: ---------------- DENSITY OF SOIL (RCF): 100 DENSITY OF CONCRRTE (RCF); 150 OVERTURNING RATIO - MIN: 1.5 . - MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL SEARING PRESSURE (PSF); 200 FRICTION COEFFICIENT - Fc: 0.85 FOOTING DEPTH (INCHES): 12 FOOTING WIDTH - HEEL (INCHES): 12 - TOE (INCHES): 18 FOOTING KEY - DEPTH & WIDTH (INCHES); 10 - BAVK TO BACK OF WALL (INCHES): 0 TOTAL WIDTH OF FOOTING (INCHES): 42 OVERTURNING FORCE - Fo (KIR); OVERTURNING MOMENT - Mo (FT -KIR): TOTAL RESISTING WEIGHT - W (KIR): RESISTING MOMENT - Mr (FT -KIP): OVERTURNING RATIO - SF NET MOMENT - Mn (FT-KIP1: ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIR): FOOTING AREA - Af (FT^2): SECTION MODULUS - S (FT^3): SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSK): SLIDING RESISTING FORCE - Fr (KIP); 1.04 2.99 2.76 6.35 2.20 3.46 0.50 1.57 2.50 2.04 . FLT ENGINEERING 5700 -CLARK ROAD PARADISE, CA (916) 872.0254 SHEET /0 OF /4; 1461.46 < 1500 117.66 > 0 1.64 > 1.04 . . . '..PROJECT' : BETTER BUILDERS CONSTRUCTIO' JOB NO. : 0407 - 4 DATE : 7/1990 - CALCIS BY :.FLT FOOTING - TOE': EARTH PRESSURE @ TOEF (KIP) - « : 1.90 MAX—MOMENT @ TOE - Mt (FT -KIP): 1.73 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ---------------------------------------------------- o.136 8.69 #5 @ 27.3 DESIGN TOE R . ' / ' | ` FLT ENGINEERINS 5790 CLARK ROAD PARADISE, CA (916) 872-0254 PROJECT JOB NO. DATE BETTER BUILDERS CONSTRUCTION 0407 -- 4 7/1990 CALCIS BY : FLT SUBJECT: CONC. MASONRY CANTILEVER RETAINING WALL --------------------------------------- WALL DESIGN: -------------- ALL CALCULATIONS ARE IN UNITS/LN. FT GRADE SLOPE -RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE ( PSF) : YIELD STRENGTH OF REINF. - Fy (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSIN: SPECIAL INSPECTION REQUIRED: ALLOW. COMPRESSIVE STRESS OF CMU - Fm (PSI): GRAVITY LOAD - DEAD LOAD (KIP): -- L-IVE LOAD (KIP) : OVERALL HEIGHT OF THE WALL - H ( FEET) : OVERALL HEIGHT OF THE SOIL -- Hr (FEET): THICKNESS OF WALL - TOP (INCHES): - BOTTOM (INCHES): GROUTED SOLID - WEIGHT OF GROUT (PCF): AVERAGE WEIGHT OF WALL ( PSF-) : TOTAL EARTH PRESSURE - Fw (KIP): MOMENT.- Mw (FT -KIP): AREA REINF. (IN"2) ' d' (IN) SIZE & SPA (IN) ----------•-------------------------------------- 0.239 • 9.29 #5 L 15.5 MIN. VERTICAL REINF. - .12 % (IN":_): MIN.,HORIZONTAL REINF. - -0e % (IN`` ' DESIGN REINF. - VERTIC:AL: #5 @ 8 - HORIZONTAL: #5 C 32 EFFECTIVE RATIO OF REINF. - p: MODULAR RATIO - n: COEFFICIENT - k: : ACTUAL RATIO 0 OF DISTANCE COEFFICIENT - 2/k:,j: ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI) : ACTUAL, TENSIONAL STRESS OF REINF. - f (KSI): n FLT ENGINEERING 5790 CLARK ROAD PAF'AD I SE 9 CA (916) 872--•0254 SHEET" Q Cil--- LEVEL 3o 0 40 000 1500 NO 00. 00 �i .J 33 B. 67 7.6 11.6 135 133 1.13 3.6 0.167 0.111 0.0033 40. 0 0. 400 0.867 5.765 217.80 < 20.00 10.45 < 20. iso w PROJECT : BETTER BUILDERS CONSTRUCTION .TOL=+ NO. : 0407 - 4 DATE: : 7/1990 I_ ALP r S BY : FLT FLT ENGINEERING 5790 CL_AFr K ROAD PARADISE, CA (916) 872-0254 SHEET /3 OF /6 HE I eHT FPOM TOP OF THE WALL_ - H._ (FEET): 6 HE IISHT FROM TOP OF THE SOIL - Hr 2 (FEET): 5.33 THICKNESS OF WALL - BOT i•OM2 (INCHES)- 7 . r� GROUTED . SOLID - WEIGHT OF GROUT (PCF); 135 AVERAGE WEIGHT OF WALL (PSF) : 84 TOTAL EARTH PRESSURE: -- Fw:_ (KIP) : 0.43 MOMENT C Hw2 -- Mw:: (FT -KIP): 0.76- AREA REINF. (IN12) 'dl (IN) SIZE & SPA (IN) 09 7 5.35 #`i• 24.8 DESIGN REINFv VERTICAL: #4 @ 16 FOOTING DESIGN- ---------------- DENSITY E•SIGN- DENSITY OF SOIL (PCF): 100 DENSITY OF CONC&RTE . (PCF) : 150 OVERTURNING RATIO - MIN: 1.5 - MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PSF) : 150o ALLOW. LATERAL BEARING PRESSURE (PSF ): 200 FRICTION COEFFICIENT - Fc: 0.35 FOOTING DEPTH (INC.HES): 1 FOOTING WIDTH - HEEL c: I NC:HES) : 12 - TOE (INCHES): 2E FOOTING KEY - DEPTH & WIDTH (INi=HES): 14 - BAVK TO BACK OF WALL (INCHES): TOTAL WIDTH OF FOOTING (INCHES) : 50 OVERTURNING FORCE - Fo (KIP) : 1.40 OVERTURNING MOMENT - Mo (FT -KIP): 4.52 TOTAL RESISTING WEIGHT - W (KIP) : 3.40 RESISTING MOMENT - Mr (FT -KIP): 9.90 OVERTURNING RATIO - SF 2.19 NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC: MOMENT - Me (FT -KIP); FOOTING AREA:- A f (FT"") : SEC=TION MODULUS - S (FT" 3 : SOIL_ PRESSURES - DL. ONLY - SPt (PSF) : SLIDINGRESISTING FORCE - Fr (KIP) : 1405.04 < 1000 22E. 40 > (_) 2. 12 > 1. 40 " FLT . ENG I NL:ER I NG PROJECT FEET T ER BUILDERS CONSTRUCTION' 5790 CLARK ROAD JOB NO. 0407 -1. A.RAD I SE Y CA DATE', . 7/190.) (91 6) B72-0154 i_ AL -C Y S BY : FLT SHEET i If OF /6 .FOOTING — TO.E o EARTH PRESSURE @ TOE -- F -v (KIP) : 2.51 MAX: MOMENT @ TOE — Mt (FT—KIP): O ,23 AREA REINF. (IN"') 'dl (IN) SI -LE & SPA (IN) DESIGN TOE RE I NF-.: #5 @ 8 790 T. �G.......C�ATE_...... ........ G. BY ............._...... DATE..._........_..__. CMU .. CANT/G F!/C./6 /6 SUBJEC,T__.......... ... QED ..... SHEETNO .......:.........OF....... ...... _Rer-4INNG?--4 _, mJOBNo._._......_....... _ e. .. DO`0.7_.- _¢C _... .t� $ETTE.EBU/4DFieS CO./STOleo;-141-6. D.POv/L L 6 C-4. ��pFESSIpN� Ems\ I 'W OF CA� %6 o.c, ERT c I o , q¢ e /6' o .c. ore os c° 32 w /2 ccwT�iy� _,r�Y—� rlIK11911 2 C4 &ARS TyA Cl-fV • F•QRTh� P/GL `� ,4S REQ,p w �r • 'V V v v lb 3 2 "e w.4c.L &: NoTF ,0g -- CANT, CONC. /ATG', L C,�M-rZL. TSS 1�tl��ClG �S/�i.� G S NOTES : /, AES/GN CR/TER/.4 f/ e.4rER/.4 L PFiE' 5'Vee ' /. 2.444 CeL4S So%444 Be aAp0V,,,re.0UNTY ¢, �'� PF.ePoe.4r�o �.P.4/.v PiPc�Pq�i�I�NT Ir CC/. iT DF D1CWI / .POCX IF LU [EMOMEENDHa 5790 CLARK RD., PARADISE, CA. 95969 (916) 872-0254 7f o Y Y74 r .. ................. . ......... ........ ............... . . ...................................... SHEETNO . ..... OF We ,e(!:rr,411./1A16 AML4. DeX 0407 4 CaKD. BY ... . ...... . ......... DATE .......... . AMLL. . -, ......... . . . . .. . . ... . .................. - JOB . ..... ...... . ........ COIVSr 0,Aeo k 14 1 E. C,4, k 10 Q�pF L T No. 3 civ 9lFOF C 9�11-e�191 t)=1Al1S11 6'XA,0dr V MI //0 re 04 C01017' CONC. PrG /V, r. S. ON% ocrsla& aevreel.4 ywrek-m e- PeR 15)0� 7 .01,4, ae F'ap�lo♦ 1 �® r&.0 Ak-.4/// /=//=Cr rO D.4 YL V CU. PT a-'01'e'411v /k= -OC& 1=erl4e I- M. ,Wr, . F VT [EMOHMEMOM. 5790 CLARK RD., PARADISE, CA. 95969 (916) 872-0254 ROCK FOR DRIVEWAY CULVERT ' PERMIT FT ^ GARAGE SIZE STD-ELEC 220 ELEC CLEAR WATER TEST TO BE DONE 10 DAYS PRIOR TO FINAL RETAINING WALL NAME OF CHANGE ORIFICES -PROP CO DLR � DLR/CUST DL DLR/CUST DLRIZ�a DLR/CUST DLR/CUST qDLR)cusT DLR/CUST TOTAL * CUSTOMER HAS THE SOLE RESPONSIBILITY IN DETERMINING AND IDENTIFYING PROPERTY LINE LOCATIONS AND ASSUMES FULL RESPONSIBILITY FOR IT'S ACCURATENESS. * PRICES QUOTED BASED ON A: FLAT LEVEL UNLEVEL FT BUILDING PAD ON VIRGIN SOIL * ROCK AND HARDPAN: SHOULD UNEXPECTED ROCK AND/OR HARDPAN BE ENCOUNTERED IN EXCAVATION REQUIRFD BY THIS PROJECT, CUSTOMER WILL PAY EXTRA FOR IT'' REMOVAL AND/OR DELAYS IN EXCAVATION TIME. ' DEFINITION OF ROCK: ANY STONE OR BOULDER WHICH CANNOT BE REMOVED BY 1/2 CUBIC YARD POWER SHOVEL, WITHOUT CONTINUOUS DRILLING OR BY EXPLOSIVES. DEFINITION OF HARDPAN: ANY MATERIAL, NOT CLASSED AS ROCK, WHICH CANNOT BE REMOVED WITH PICK AND SHOVEL. * DAMAGE TO ROADS, TREES, BRIDGES, CULVERTS OR CURBS ARE NOT INCLUD D IN THIS PROPOSAL AND ARETHE RESPONSIBILITY OF THE CUSTOMER. � * COMPLAINTS DUE TO TIME DELAYS IN BLOCKING TRAFFIC ON NARROW ROADS MAY BE NECESSARY TO SAFELY TRANSPORT THE HOME AND WILL BE REFERRED TO AS THE CUSTOMERS LIABILITY, CUSTOMER ATE DEALER SOP 3-91 ° ATE � Eu itCount _ - -- LAND •OF NATURAL WEALTH AND BEAUTY s-� DEPARTMENT OF PUBLIC WORKS WILLIAM (Bill) CHEFF, Director 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 Telephone- (916) 538.7681 RONALD D. McELROY FAX PHONE N0. 916/538-2140 Deputy Director FACSD.au COVER SHEET THIS COVER SHEET IS SENT IN FRONT OF FACSIMILE MATERIAL. RETAIN COVER SHEET FOR OUR RECORDS T0:O/YIE SG / `/VC . DATE: FAX PHONE NO: �`� TOTAL PAGES INCLUDING COVER SHEET: SPECIAL INSTRUCTIONS: SEE BUTTE COUNTY BUILDING DEPARTMENT A.P. NO. 60-31-35 PLAN CHECK LIST x/1.5 7 V241"1 PERMIT _ DATE PROVIDE INFORMATION AND/OR MAKE REVISIONS AS FOLLOWS= TO : 17WIV S VS TEM S' /NC . FAX (9/6) X35 - 7054- �lzp�I : •J &All R. �/Eti/zY ..%Or�//l� � �/NKELSON f/�}-S /YIf�DE •fP�G/C�-rio�c% �o/Z � /Iilo�lL��O/1�IE � �E /NSTsfLGE1' OriJ P� � CSC /Fo2^//� BGts/il/ESS �t/UD /�,�oGESS/p�v5 CODE SEC. 6735 .4m,0 7/TLE 25 5,' C./ 3 3 3, Gt/E Re7&61/12E W6 -r S/rA1,5D ' S 7` eE 67A1C11Ve--,-E1Z/ I}AI7 L79-7-i5-AW6 CAZ-Clt (,q7/ 0 A/S -� SgPtv027- DC -S16,-0 MDwiU . oN ?z1 -v l5. . k111/C fl / S o 6 SOL 6-7-e-7. We- 1�6 At,,vV Ere- 7&E 1!70g li113C •s/Gir/,, � -rCL121 D/r✓�LfV �Johh 1 %Z �/ehr� OIQ� Ghee% E�yi�eer (916 s'3Fl- 75g/ Seit/7 llo.PY Or 7f//5 1-0 6 6TTM 60LD6xZ j/291f/ --_. jr PERMIT NO: 36-91 Lake Oroville Area Public Utility District 1980 Erin street OROVILLE, CALIFORNIA 95966 533-2000 DISTRICT APPROVAL AND VERIFICATION OF INSPECTION BUILDING SEWERS This verification form must be submitted to the -Butte County -Department of Public Works Building Department prior to issuance of a building or occupancy permit, whichever is applicable. Prior to final approval by Butte County of a Building or an Occupancy Permit, a copy of this verification form, signed off by Lake Oroville Area Public Utility District, must be submitted to Butte County. Date: April 18, 1991 Applicant: John P. Finkelson (Better Builders Constr.) Applicant Address: 10187 Grinding Rock Dr., Grass Valley, CA 95949 Applicant Phone No.: 589-2574 Property Location (s): 5400 High Rocks Court A. P. No. (s): Fees due: Kelly Ridge Estates - Lot 470 - Unit 4C 69-31-35 All fees paid. Application for service approved: S LAKE OROVILLE AREA PUBLIC UTILITY DISTRICT Inspection(s) made and successful test(s) observed: Location: M_ Date: Lake Oroville Area Public Utility District release to close permit: Date: By: � | � ^ \ FOR � STRUCTURAL � ' CALCULATIONS .� . ' \. - ` FOR CONCRETE MASONRY CANTILEVER RETAINING WALLS ' BETTER BUILDERS CONSTRUCTION 5263 ROYAL OAKS DRIVE OROVILLE, CA 95966 ` . ' CALCULATIONS ARE IN COMPLIANCE WITH THE 1988 EDITION OF THE UBC ' SIGNED �~~�^~r-~--_ DATE FRANK L. TYUKO�~ RCE 32434 / F L T ENGINEERING 5790 CLARK ROAD PARADISE, CA 95969 (916) 872-0254 SUBJECT: CMU CANTILEVER RETAINING WALLS BY: FLT . DATE: 7/90 JOB NO.: 0407-4 PROJECT: BETTER BUILDERS CONSTRUCTION 5163 ROYAL OAKS DRIVE, OROVILLE, CA 95966 DESAN_CRITERIN FLT ENGINEERING 5790 CLARKROAD PARADISE, CA SHEET 1 OF 16 FREE STANDING CONCRETE MASONRY RETAINING WALLS WITH LEVEL BACKFILL. CODE 1988 UBC SUPERIMPOSED LOADS: NONE CALCIS PROVIDED FOR: A. 41-0" HIGH WALL — SHEETS 2 & 3 B. 51-4" HIGH WALL — SHEETS 4 & 5 C. 61-8" HIGH WALL — SHEETS 6,7 & 8 D. 81-0" HIGH WALL — SHEETS 9,10 & 11 - E. 91-4" HIHG WALL — SHEETS 12, 13 & 14 CONSTRUCTION DETAILS — SHEETS 15 & 16 MATERIALS: CONCRETE — ULTIMATE COMPRESS. STRENGTH — f'c = 2000 PSI @ 28 DAYS, CMU — ULTIMATE COMPRESSIVE STRENGTH — f'm = 1500 PSI, GROUTED SOLID, NO INSPECTION REQUIRED. - REINFORCING — ASTM A615, GRADE 40, ALLOWABLE SOIL BEARING PRESSURE — 1500 PSF, ALLOWABLE LATERAL BRG. PRESSURE — 200 PSF/ PROJECT : BETTER BUILDERS CONSTRUCTICN JOB NO. : 0407 - 4 DATE : 7/1990 CALCIS BY.: FLT SUBjECTz CONC. MASONRY CANTILEVER RETAINING WALL. WALL DESIGN: ALL CALCULATIONS ARE IN UNITS/LN. FT . GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (PSF): 0 YIELD STRENGTH OF REINF. - Fy (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 200� ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI): 1500 SPECIAL INSPECTION REQUIRED: NO ALLOW. COMPRESSIVE STRESS OF CMU - Fm (PSI): 250.00 GRAVITY LOAD - DEAD LOAD (KIP): FLT ENGINEERIN6 5790 CLARK ROAD PARADISE, CA (916) 872-0254 - LIVE LOAD (KIP): 0 OVERALL HEIGHT OF THE WALL - H (FEET): 4 ammemn- OVERALL HEIGHT OF THE SOIL - Hr (FEET): 3.33 THICKNESS OF WALL - TOP (INCHES): 7.6 - BOTTOM (INCHES): 7.6 GROUTED SOLID - WEIGHT OF GROUT (PCF): 135 AVERAGE WEIGHT OF WALL (PSF): 84 TOTAL EARTH PRESSURE - Fw (KIP): 0.17 MOMENT - Mw (FT -KIP): 0.18 AREA REINF. (IN^2) 'dl(JN) SIZE & SPA (IN) _____________________________________ � 0.024 5.35 #4 @ 101.9 COEFFICIENT - k: MIN. VERTICAL REINF. - .12 % (IN^2): 0.109 MIN. HORIZONTAL AEINF. - .08 % (IN -2): 0.073 DESIGN REINF. - @16 - HORIZONTAL: #4 e 32 EFFECTIVE RATIO OF REINF. - p: � 0.0016 MODULAR RATIO - n: 40.0 COEFFICIENT - k: . 0.303 ACTUAL RATIO OF DISTANCE - j: 0.899 COEFFICIENT - 2/kj: 7.345 ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI): 47.38 < 350.00 ACTUAL TENSIONAL STRESS OF REINF. - fs (KSI): 3.07 < 20.00 PROJECT : BETTER JOB NO. ': 0407 - DATE : 7/1990 ` CALCIS BY : &T FOOTING DESIGN: ----------- BUILDERS CONSTRUCTION 4 DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): OVERTURNING RATIO - MIN: - MAX: ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT - Fc: FLT ENGINEER INS 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET �� OF /�y = ' 100 150 1.5 2.5 1500 200 0.35 FOOTING DEPTH (INCHES): 8 FOOTING WIDTH - HEEL (INCHES): ^ 8 FOOTING KEY - DEPTH & WIDTH(INCHES): 0 - BAVK TO BACK OF WALL INCHES) 0 TOTAL WIDTH OF rOOTING (INCHES): 24 OVERTURNING FORCE - Fo (KIP): 0.24 OVERTURNING MOMENT - Mo (FT -KIP): 0.32 TOTAL RESISTING WEIGHT - W (KIP): 0.89 RESISTING MOMENT - Mr (FT -KIP): 1.07 OVERTURNING RATIO - SF 3.37 NET -MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - Af (FT^2): SECTION MODULUS - S (FT^3X: SIL PRESSURES - DL ONLY - SPt (PSF): '- SPh (PSF): SLIDING RESISTING FORCE - Fr (KIP): ^- ` ' FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): MAX. MOMENT @ TOE - Mt (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ' ------------------------------------ ----------- 0.029 4.75 #4 @ 82.2 DESIGN TOE 0.76 0.15 0.13 2.00 0.67 639.39 < 1500 247.13 > 0 0.40 > 0.24 0.46 0.20 PROJECT. : SETTER BUILDERS CO&STRO§TIO& JOB NO. : 0407 - 4 .. DATE . : 7x1990 ©CALCIS BY : ELT SUBJECT: .CONC. MASONRY CANTILEVER RETAINING WALL ------------------------------------ WALL DESIGN: -------------- ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): SO SURCHARGE (PSF): 0 YIELD'STRENGTH OF REINF. - Fy (KSI>. 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 ULTIMATE COMPRESSIVE STRENGTH OF CMO (PSI): 1500 SPECIAL INSPECTION REQUIRED: NO ALLOW. COMPRESSIVE STRESS OF CMU - Fm (PSI): 250.00 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CK (916) 872.0254 SHEET � OF /6 ' GRAVITY LOAD - DEAD LOAD (KIP): ' O ' - LIVE LOAD (KIP): 0 OVERALL HEIGHT OF THE WALL - H (FEET): 5.58 .� . OVERALL HEIGHT OF THE SOIL - Hr (FEET): 4.67 THICKNESS OF WALL - TOP CINCHES); 7.6 . - BOTTOM (INCHES): 7.8 GROUTED SOLID - WEIGHT OF GROUT (RCF): 135 AVERAGE WEIGHT OF WALL (PSF): 84 TOTAL EARTH PRESSURE - Fw (KIP): 0.33 MOMENT - Mw (FT -KIR): 0.51 AREA REINF. CIN -2) 'dl(IN) SIZE & SPA (IN) 0.065 5.35 #4 @ 36.9 ' MIN..VERTICAL REINF. - .12 2 (IN~2): 0.109 MIN. HORIZONTAL REINF. - .OB % (IN^2); 0.075 DESIGN REINF. - VERTICAL: ' #4 @ 16 - HORIZONTAL: #4 @ 32 . EFFECTIVE RATIO OF REINF. - p: 0.0016 MODULAR RATIO - r: 40.0 COEFFICIENT - k: 0.303 ' ACTUAL RATIO OF DISTANCE - j: 0.899 ° COEFFICIENT - 2Zkj: 7.545 ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI): 130.68 < 250.00 ACTUAL TENSIONAL STRESS OF REINF. - fs (KSI): 8.47 < 20.00 PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 0407 - 4 DATE, . : 7/1990 CAN'S BY : FLT FOOTING DESIGN: ' --------------- DENSITY OF_ SOIL (PCF): DENSITY OF CONCERTE (PCF): OVERTURNING RATIO - MIN: - MAX: ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT - Fc: 100 150 1.5 2.5 1500 200 0.35 FOOTING DEPTH (INCHES): 12 FOOTINGWIDTH - HEEL (INCHES): 12 - TOE (INCHES): 12 FOOTING KEY - DEPTH & WIDTH (INCHES): 0 - BAVK TO BACK OF WALL (INCHES): 0 TOTAL WIDTH OF FOOTING (INCHES): 32 OVERTURNING FORCE - Fo (KIP): 0.48 OVERTURNING MOMENT - Mo (FT -KIP): 0.91 TOTAL RESISTIN8.WEIGHT - W (KIP): 1.55 RESISTING MOMENT - Mr (FT -KIP): 2.54 OVERTURNING RATIO - SF 2.78 FLT ENGINEERING 5790 CLARK ROAC PARADISE, CA (916) 872-0254 NET MOMENT - Mn (FT -KIP): 1.62 ECCENTRICITY - e (FEET): 0.29 ECCENTRIC MOMENT - Me (FT -KIP): 0.44 FOOTING AREA - Af (FT^2): 2.67 SECTION MODULUS - S (FT^3): 1.19 SOIL'PRESSURES - DL ONLY - SPt (PSF): 953.87A 1500 - SPh (PSF): 208.25 > 0 SLIDING RESISTING FORCE --Fr (KIP): 0.74 > 0.48 FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): 0.92 MAX. MOMENT @ TOE - Mt (FT -KIP): 0.58 AREA REINF. (IN^2) 'd'(IN) SIZE & SPA (IN) ________________________________________________ 0.045 8.75 #4 @ 53.5 DESIGN TOE R : PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 0407 - -1- DATE DATE : 7/1990 `. CALCIS B, : FLT SUBJECT: CONC. MASONRY CANTILEVER RETAINING WALL _______________________________________ WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (PSF): YIELD STRENGTH OF REINF. - Fy (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI): SPECIAL INSPECTION REQUIRED: ALLOW. COMPRESSIVE STRESS OF CMU - Fm (PSI): GRAVITY LOAD - DEAD LOAD (KIP): - LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOP (INCHES): ^ - BOTTOM (INCHES): GROUTED SOLID - WEIGHT OF GROUT (PCF): AVERAGE WEIGHT OF WALL (PSF): FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 LEVEL 30 0 40 2000 1500 NO 250.00 6.67 6 7.6 7.6 135 84 TOTAL EARTH PRESSURE - Fw (KIP): 0.54 MOMENT Mw (FT -KIP): 1.08 ' ,AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ------------------------------------------------------- 0.139 5.29 #5 @ 26.7 MIN. VERTICAL REINF. - .12 % (IN^2): MIN, HORIZONTAL REINF. - .08 % (IN^2): 0.109 0.073 DESIGN REINF. - VERTICAL: #5 @ 16 PC - HORIZONTAL: #4 @ 32 EFFECTIVE RATIO OF REINF.,- p.- MODULAR :MODULAR RATIO - n: COEFFICIENT - k: ACTUAL RATIO OF DISTANCE COEFFICIENT - 2/kj: ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI): ACTUAL TENSIONAL STRESS OF REINF. - fs (KSI): 0.0025 , 40.0 0.361 0.S80 6.29B 243.29 < 250.00 11.98 < 20.00 PROJECT : BETTER BUILDERS CONSTRUCTION' JOB NO. : 0407 - 4 DATE : 7/1990 CALCIS BY : FLT HEIGHT FROM TOP OF THE WALL - H2 (FEET): 5.33' HEIGHT FROM TOP OF THE SOIL - Hr2 (FEET): 4^67 THICKNESS OF WALL - BOTTOM2 (INCHES): 7`6 GROUTED SOLID - WEIGHT OF GROUT (PCF): 1^35 AVERAGE WEIGHT -OF WALL (PSF): : 84 TOTAL EARTH PRESSURE - Fw2 (KIP): OVERTURNING FORCE Fo (KIP): MOMENT @ Hw2 - Mw2 (FT-KIp): OVERTURNING MOMENT Mo (FT -KIP): 0^33 TOTAL RESISTING WEIGHT - W (KIP): 0.51 AREA REINF. (IN -2) 'dl(IN) --------------- _________________-_______________ SIZE & SPA (IN) OVERTURNING RATIO SF 0.065 5.35 #4 @ 36.9 2.25 DESIGN REINF. - VERTICAL: #4 @ 16/ FOOTING DESIGN: --------------- DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): 100 150 OVERTURNING RATIO - MIN: 1.5 - MAX: ALLOW! SOIL BEARING PRESSURE (PSF): 2^5 ALLOW. LATERAL BEARING PRESSURE (PSF): 1500 200 FRICTION COEFFICIENT - Fc: 0.35 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET 7 OF 16' FOOTING DEPTH (INCHES): FOOTING WIDTH - HEEL (INCHES): 12 12 TOTAL WIDTH OF FOOTING (INCHES): 36 OVERTURNING FORCE Fo (KIP): OVERTURNING MOMENT Mo (FT -KIP): 0.74 TOTAL RESISTING WEIGHT - W (KIP): 1.72 RESISTING MOMENT Mr (FT -KIP): 1.97 OVERTURNING RATIO SF 3.85 2.25 NET MOMENT - Mn (FT -KIP): ECCENTRICITY—e (FEET): 2^14 ECCENTRIC MOMENT - Me (FT -KIP): 0~42 FOOTING AREA - Af (FT^2): 0^82 SECTION MODULUS S (FT^3): 3^00 1.50 SOIL PRESSURES - DL ONLY - SPt (PSF): 1203.52 < 150 - 111,17 > SLIDING RESISTING FORCE _-FSPhK(PSF): (:) � -P', 1.14 / 0.74 ' ` . ^ ' PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 0407 - 4 DATE_ : 7/1990 CALCIS BY : FLT FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP\: 1.40 MAX. MOMENT @ TOE - Mt (FT -KIP): 1.15 AREA'REINF. (IN -2) 'd'(IN) SIZE & SPA (IN) _________________________________________ 0.090 8.69 #5 @ 41.2 DESIGN TOE R _ FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET �o OF /'"' FLT ENGINEERING PROJECT : BETTER BUILDERS CONSTRUCTION 5790 CLARK ROAD JOB NO; s 0407 — 4. 'PARADISE:, CA DATE : 7/1990 (116) S72-0254 CALCIS BY : FLT SHEET % OF A6 SUBJECT: CONC. MASONRY CANTILEVER RETAINING WALL WALL -DESIGN: ALL . C;ALGULAT I ONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (F'SF) : YIELD STRENGTH OF REINF. - Fy (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE RETE (F'SI): ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSI): SPECIAL AL INSPECTION REQUIRED: ALLOW. COMPRESSIVE STRESS OF CMU - Fm (PSI): GRAVITY LOAD — DEAD LOAD (KIP): — LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL — H (FEET): OVERALL HEIGHT OF THE SOIL — Hr (FEET): THICKNESS OF WALL — TOT-' (INCHES): — BOTTOM (INCHES): GROUTED SOLID — WEIGHT OF GROUT (PCF): AVERAGE WEIGHT OF WALL (F'SF) : TOTAL EARTH PRESSURE — Fw (KIP): MOMENT — Mw (FT—KIP): AREA REINF. (IN 2) rd'(IN) SIZE & SPA (IN) -------------------------------------------------------- 0.145 9.29 ##5 C 25.7 MIN.VERTIi=AL REINF. — .12 % (IN"2) : MIN. HORIZONTAL REINF. — .08 % (I N''._) : DESIGN REINF. — VERTICAL: 45 @ 16 — HORIZONTAL:- #5 @ 32 EFFECTIVE RATIO OF REINF. — p: MODULAR IATIO — n: COEFFICIENT -- k: ACTUAL RATIO OF DISTANCE C:OEFFIC:IENT — 2/k:.j: ACTUAL COMPRESSIVE STRESS Or CMU - fm (PSI), ACTUAL TENSIONAL STRESS OF REINF. - f s (K91) : LEVEL 3(:) 0 40 2 0 C) 1500 IU 0 50.(_0 v 8 7. 33 7.6 11.5 130 ^3 0.81 1.97 0.157 0.111 m D, 0.0ci1'7 40.0 0.305 0.898 7.304 ISS . 74 < 256.00 12.18 . 20. 00 PROJECT . BETTER BUILDERS CONSTRUCTION JOB NO. : 0407 - .4 DATE - . 7/190) CALCIS BY : FLT 0 FLT ENS:: I NEER I N1 5790 CLARK ROAD PARADISE, CA (9 16) 872-0254 SHEET /Q 'OI_.. 16 HEIGHT FROM TOP OF. THE WALL - H: (FEET): E, HEIGHT FROM TOP OF THE SOIL - Hr : (FEET)., 5.33 TH I;i_ KNESS OF WALL - BO'TTOM' (INCHES): 7. 6, GROUTED SOLID - WEIGHT OF GROUT (PCF): 135 AVERAGE WEIGHT OF WALL (PSF) : 84 TOTAL EARTH PRESSURE - Fw _ (KIP) : 0.43 MOMENT @ Hw2 - Mw _ (FT -KIP): 0.76 AREA REINF. QN-2) I CIN) SIZE_ & SPA :IN) DESIGN REINF. - VERVIi_AL: 16 FOOTING DESIGN: ---------------- DENSITY OF SOIL (PCF): 1 i )f 1 DENSITY OF CONCE RTE (PCF); 150 OVERTURNING RATIO - MIN: 1.5 - MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PSF) : 15� 0 ALLOW. LATERAL BEARING PRESSURE (PSF) : 200 FRICTION COEFFICIENT - Fc: 0.35 FOOTING DEPTH (INi=HES): 1 FOOTING WIDTH - HEEL (INCHES): 1 - TOE (INCHES): 18 FOOTING KEY -- DEPTH & WIDTH (INi=HES): 1 - BAVk: TO BACK OF WALL (INCHES): TOTAL WIDTH OF FOOTING (INiHES): 4 OVERTURNING FORCE - Fo (KIP) : OVERTURNING MOMENT - Mo (FT -KIP) : TOTAL RESISTING WEIGHT - W (KIP) : RESISTING MOMENT - Mr (FT -KIP): OVERTURNING RATIO - SF NET MOMENT -,Mn (FT -F : I P) : EC=CENTRICITY -- e (FEET) : ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - A f (FT -2): SECTION MODULUS -" S (F'T"3) : SOIL_ PRESSURES - DL ONLY - SPt (PSF) : "- SPh (PSF) SLIDING F::ESISTING F=ORCE - Fr (i<::IP): 1.04 . wii 2. %6 6.5 2. 0 .46 0. 50 1.37 3. 50 2.04 1461. 46 < 1500 117.66 > 0 1.E4 > 1. 04 ^ FLTEN8INEERING PROJECT` : BETTER BUILDERS CONSTRUCTION 5790 CLARK ROAD JOB NO. : 0407 - 4 PARADISE, CA DATE : 7/1990� ` (916) 872-0254 ' CALC,SBY : FLT . SHEET OF AT. FOOTING - TOE': EARTH PRESSURE @ TOE - Fv (KIP): 1.90 MAX~ MOMENT @ TOE - Mt (FT -KIP): 1.73 AREA REINF. (IN^2) ______-______-___-______________--_______________ 'dl(IN) SIZE & SPA (IN) 0.136 8.69 #5 @ 27.3 ' DESIGN TOE R PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 0467 - 4 DATE., : 7/1990 CALQ S BY : FL'T SUBJECT: CONC . MASONRY CANTILEVER RETAINING WALL --------------------------------------- WALL_ DESIGN: ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE-RATIO- SOIL LOPE-RATIO:SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (PSF): YIELD STRENGTH OF REINF. - Fy (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI) : ULTIMATE COMPRESSIVE STRENGTH OF CMU (PSIl: SPECIAL INSPECTION REQUIRED: ALLOW. COMPRESSIVE STRESS OF CMU - Fm (PSI) : GRAVITY, LOAD - DEAI) LOAD (KIP): - LIVE LOAD (KIP): OVERALL. HEIGHT OF THE WALL - H ( FEET) : OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOP (INCHES) : - BOTTOM (INCHES): GROUTED SOLID - WEIGHT OF GROUT (PCF): AVERAGE WEIGHT OF WALL (PSF) : TOTAL EARTH PRESSURE - Fw (KIP): MOMENT - Mw (FT -KIP): AREA REINF. (IN"2) 9 d' (IN) SIZE y_., SPA (IN) -----------•------------------------------------- 0.239 9.29 #5 @ 15.5 MIN. VERTICAL'REINF. - .12 % (IN`''•2) : MIN. HORIZONTAL . REINF. - .08 % (IN"':) ; DESIGN REINF. - VERTICAL: #5 @ 8 - HORIZONTAL: #5 @ 02 EFFECTIVE RATIO OF REINF. - p: MODULAR FIATIO - n: COEFFICIENT - k. ACTUAL RATIO OF DISTANCE - •j COEFFICIENT - 2/k j: ACTUAL COMPRESSIVE STRESS OF CMU - fm (PSI) : ACTUAL TENSIONAL STRESS OF REINF. - f s (KSI): FLT ENGINEERING 5790 CLARK ROAD PAF:AD I SE 9 CA (916) 872-0254 SHEET 4e OF /6 LEVEL. ;ii �i 40 2000 1500 NO i50. 00 it c,r 9.33 8.67 7.6 11.E 105 1^^ V a.! 0.167 0.111 0.0033 40. 0 0.400 0.867 5.765 X17. SO < 240,0() (5, PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 0407 - 4 DATE : 7/1990 CALCIS BY : FLT FLT ENGINEERING 5790 CLARK ROAD ' PARADISE, CA (916) 872-0254 SHEET AF OF /6. HEIGHT FROM TOP OF THE WALL - H2 (FEET): 6 HEIGHT FROM TOP OF THE SOIL - Hr2 (FEET): 5.33 THICKNESS OF WALL - BOTTOM2 (INCHES): 7.6 GROUTED SOLID - WEIGHT OF GROUT (PCF): 135 AVERAGE WEIGHT OF WALL (PSF): 84 TOTAL EARTH PRESSURE - Fw2 (KIP): 0.43 MOMENT @ Hw2 - Mw2 (FT -KIP): 0.76 AREA REINF. (IN^2) 'd'(IN) SIZE & SPA (IN) 0.097 5.35 #4 @ 24.8 DESIGN RElNF. FOOTING DESIGN: _______________ DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERTE.(PCF): 150 OVERTURNING RATIO - MIN: 1.5 - MAX: 2.5 AL W, SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: 0.35 FOOTING DEPTH (INCHES): 12 FOOTING WIDTH - HEEL (INCHES): 12 - TOE (INCHES): 26 FOOTING KEY - DEPTH & WIDTH (INCHES): 14 � BAVK TO BACK OF WALL (INCHES): 0 TOTAL WIDTH OF FOOTING (INCHES): 50 OVERTURNING FORCE - Fo (KIP): OVERTURNING MOMENT - Mo (FT -KIP): TOTAL RESISTING WEIGHT - W (KIP): RESISTING MOMENT - Mr (FT -KIP): OVERTURNING RATIO - SF NET MOMENT -Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - Af (FT^2): SECTION MODULUS - S (FT^3): SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF): SLIDING RESISTING FORCE - Fr (KIP): 1.40 4.52 3.40 9.90 2.19 5.38 0.50 1.71 4.17 2.89 1405.54 < 1500 226.45 > 0 2.13 > 1.40 ^ ' ' , PROJECT ;BETTER BUILDERS CONSTRUCTION JOB NO. : 0407 - 4 DATE. : 7/1900 ` CA -C'S BY : FLT ' ` FOOTIN8 - TOE: EARTH PRESSURE @ TOE - Fv (KIP): 2.51 MAX. MOMENT @ TOEMt (FT -KIP): 3.23 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) 0.254 8.69 #5 @ 14.7 DESIGN TOE ` FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 + BYDATE 07 1-4-- -4 r- '/4: � . ..... SHEET NO...../ OF.. CHKD. BY .... ...... . ......... DATE �_AMZe_ .0d=7o-,f1l_ ^0,4e 0407 --4 ............ . ................ . .. . .................. JOB . ............ . ........ Q�pf <<" rri No. 4 0 civ F CA��/6/�l f��//SH GREE e- Ic vew r. C 3? HORIZ, 'x -x ON cavr 1�"KE y M47URA4 i9eADCr Av4wllA /G 41,4LLSA, *s- a I'G AVALZ- C, 34c,L 4 eX& colvr comc, 1�rc c' alvr, 2 �� B. �'c, 6 X 6 �co�c/T, ,rcr "J NJ 0 '&,MXZ1_ 41 • 2�8'e M444 6.1 3 L O'fe- WX 4 1. C. a. r, S. /, Perslav nevrerea f -'exreeme- Pete sweer /, Xi. 444 Be aeOardr,0 s%0_1A0, -00,6,4,,e 0/,f, 0,.e A,4e,41W =XPe roDef YG19Hr I r C61. I'=/- 01110, love'411'v llepoc& 1werle GN, "-,r, - . . I F LT - F.H(MOHMEMOM(M 5790 CLARK RD., PARADISE, CA. 95969 (916) 872-0254 BY ........�GT........CGATE _...� Z.O SUBJECT _CNMANTIGEI/C/QED SHEETNO..... �q..OF...... / ....... UBT�/IUC4iCH KG8Y............. _...... DATE ..................... a I!,4- eXfle-,-Om 0-107T _...N.,e... ... .... . ..._... BETTEie 46114, eW S CONST. , OROv/GL E; C.4. Q�pFESS/0 L. m -,,F 675Z\Fv- ot¢ a #¢ C" 3V o.c, f/OelZ - a • O � I 1 - A e /6a.c. o/e cav , / "KEY 3 CGEi4R 3 -'*¢ cavT, TYP, 2 CL EARS TY,-cl, E C/YY FIRTH P/GC `� .4S REQ �O • Q Ill %4 Zq- -- *'5- a./ vq) /O C TYP' 3 6 e p, I'L 2 "e w.4z.4. E, ' NOTE f4 COW7' CONC, FTG. C° K/.4LL IJ. C•�/VTIL. �Y���l� �r�T_.4.I�C/��C/G 1�S/,� L C S 2.�fGG CELLS Sy,4GG 8� GRO+rJTEo S'G�/o, 3. G i4P ,4 LG SPF/NF, �O.8�9,E' Dm , oR jp¢ "M/N, P/PE TO IN 5790 CLARK RD., PARADISE, CA. 95969 (916) 872-0254 DRAWING TITLE INDEX PAGE N0. LITERATURE FLUOR PLAN 1 PLAN APPROVAL 2 SPAN CHART 3 CROSS SECTION 4 FOUNDATION LAYOUT 5 FOUNDATION TYPICAL FOOTING SIZE, -PIER SPACING 7 7 B FOUNDATION SYSTEMS - FOUNDATION DETAILS 9 GARAGE ATTACHMENT./DORMER 10 � GARAGE 11 SITE INSTALLED EAVES 12 13 I LEGEND MANUFACTURER CERTIFIES COMPLIANCE TO THE NATIONAL MANUFACTURED HOUSING CONSTRUCTION 6' SAFETY STANDARDS ACT -OF 1974 (HUD TITLE VI). DESIGN APPROVAL AND INPLANT.CONSTRUC- TION INSPECTION PERFORMED BY PFS CORPORATION. ALL HOMES BEAR THE RED METAL HUD LABEL AS SUCH CERTIFACATION, �oQRpSES;lpy� UPKome Systems, Inc. INDrX CD io N Plan 183 II 1 I I I.... HIMII �nRN 6d -O" fia Home Systems, Inc. Rancho Cordova, CA 95670 (916) 635-5332 FAX (916) 635-7054 5'-4" 14' -II" 01 Approx. SJ1608 "PLUS" Features EXTERIOR..CONSTRUCTION • 6" save standard, 28 wides (16" eave optional) • 4/12 roof pitch (nominal) • Exterior tri-oolor trim on front and entry sides • Detachable hitch • 30 Ib. shingle roof • Front roof overhang • Decorative cottage outswing exterior doors • Residential, painted hardboard 1/2" siding In • Exterior porch lights at all exterior doors • Fiberglass Class "A" shingles INSULATION • Floor R-7 • Sidewall KR -7 • Roof R-14 blown Rockwool APPLIANCE AND ELECTRICAL • 1 00AMP electrical service • 30 gallon electric water heater • Gas downf low furnace 9/90 MASTER BEDROOM • Delight carpet • Painted chair rail moulding • Spacious cathedral Pei ling • Large walk-in wardrobe (most models) • Decorative draperies on traverse rods • With the value, the quality and the price for you LIVING ROOM. DINING ROOM. DEN Spacious cathedral ceiling Decorative Draperies on traverse rod Delight carpet Deluxe chandelier Beautiful painted chair rail moulding MASTER AND GUEST BATHS • Garden Tub with separate stall shower (Master Bath) (some models) • ABS tub with shower head (guest bath) • Beautiful self edge laminated countertops • Decorative no wax vinyl flooring • Standard base shelves in cabinets • Textured ceilings UTILITY ROOM • Decorative no wax vinyl flooring • Convenient overhead shelf above washer and dryer area • Textured ceilings PLUS ADDITIONS • Decorative gypsum wall paneling throughout • Blown acoustical ceilings • Passage doors simulated oak with metal hardware • Ask your dealer or sales counselor about the additional standard features Due to continuing progressive product improvement, prices and specifications are subject to change without prior notice. These homes conform to all FHA standards in effect at time of manufacture. Square footage is measured on the basis of exterior wall and is an approximate figure. Length indi- Gated in floor plans is floor length only. Add four feet to arrive at overall length when hitch must be in- cluded in your calculations. Renderings and diagrams shown here are meant to be representative may vary in some details. All dimensions are nominal. Ask your dealer for specifics. KITCHEN • Spacious cathedral ceiling • Decorative no wax vinyl flooring • Nominal 14 cubic foot single door refrigerator • 30" free standing gas range • Powered range hood with light • Spacious two cell porcelain sink • Base shelving in all cabinets • Painted cabinet interiors on overheads • Textured ceilings CUSTOMIZED OPTIONS • Optional 1/2" sheetrock textured and painted walls • Oak cabinet system (per model) • Optional fireplace • China Buffet • Optional bookcase/entertainment center • Walk -a -Bay Windows—Tower II windows • Optional pantry and freezer space • All electric home • Redwood entry porch • Residential roof dormers • Starlite window dormer (per model) NOTE: Many additional optionstfeatures available. Ask your dealer/sales counselor. W1411 Home Systems, Inc. 11320 Amalgam P.O. Box 265 Rancho Cordova, CA 95670 Ph. (916) 635-5332 FAX (916) 635-7054 6123 ALi I' -o" If y�- 4 2 I 12 v 4 1 P- LEt- P� L 3 W -2S I J. II I 741 161 �x 2rJ W -2b I W-19 I A,,. LoL p .ID, , 8 M' I �9 I - I I -- I Ij�= 4 4. O WH 19 1---L-= 1 Fvo210 z �iArH a L--�L_—J \ 4 OPT �uFFET I 2 FJ ��3 a;N 4 U KIT�N�IJ � I r 5oecl3 — �p-- I - Q• — � �� L� Au li P `f^ _ _ I 4 Ec,REn .�� WA 'IU ARD 2Z &W-rR \ -�,rP) Lill . 1 g I 3\22 22 2Z / 4 4- N s — •-I 510. N— 5 i ¢ 4 3 -5p 4 _ 5'-0"5w GIJ rR. (a.GLoS. 3 O°S \ L 2 _ O v -r. J7 C W -r _ 2 R . / EbR 5 f41J -:..�v- -10 \ c12'�FL F ��, 15 28 FV'35o .r�Ei�uE2 u5E REG✓=P%rs-C20 Z- FJ — �✓ z .2 FJ _ �` CIRCA - b' 4-4-150ULY. � P EL E P-rS diJ Gi R�J.J l'r FAU�L Ic-,N r OvT. 2 2Clouf. NER �- 14#a wr `. 0 _ \. — -- �— — — — — Uj — _ 15 IEUGRESS Mns r �7 D f�oorr I4� Roo H \ oa1 Ir.1 -rH(kY OE b G Room 3 240 dl 34(� \ 3'-00SW �I i / N194 1P' FJ50 2 \ �Pr p 1 oPf 212 I W-2-2)14 14 15 1--- —15 ss �z,6r65 2 ;5 2 IS 1./L)e 23 EG2FSS OP W.23 I kl So IJ 54 Ilip �n1 I ovr.--- ELS PIJL - y w ATTENTION: OA Z - 2x A-'s-rD/VL-r HOMES WITH OPTIONAL 2%62.0 Mo,x PooF SIS © EXTERIOR Mc�3;'L,"h'AYAFFEgTj4-" i _ Ilome Systems, Inc. 4 - 2x 3 Sib/Co 2x 3 v LT THE LENGTH AND WIDTH OF THE 3 Zx 3 S-f�/ 5 -2 x3 V LT FOUNDATION PERIMETER WALLS. CONSULT MANUFACTURER FOR MORE 2 68 �� - -z)- C K Q 3.2x3 S tp� 5 -yXg v LT ; 2-2x4 t�/V CONSULT OF OVERALL DIMENSIONS DRAWN BY: 1, P --APPROVAL O 2- 2x4 s fp/\/L'( D•rE:771 59G �o *8 SHCATu.NG APPROVED vAULTGD� TRL55 9 Ib• D.C. Vo EAVC. — Gh/ERt-tAnlG w+RpBOaap 5rp..16— 2.4 S)160C— R•Il IN` 1L.ATION— _ D-TAII 6 I.AeJ 27=6 Run JOIST TYPICAL PICA _ SIIPPOAT M.Ip rcorr.IG HARDBOARD 51 W r, 2.6 RM J015r� L-CiAR Z -e AR \ WFOR BARRIER 2•A TOP PLATE YZ' DRYWALL— FLOOR OEGKW* 2••6 F.J. z I6•nC. A 12• MW `••v L �ATuexPRctr L"Dt RLAYI-CM MATERIAL 2r•4 .� I(i oc. - FLOOR DeLN KG / r2 -(o DIG OC. TRIM LLMD SILL PLATE INSTALLED BY CM-ICR5. FOOTING 5CM APPROVED PLAN. 4 D C TAIL AI (SEG ALSO P 10) ROOF CAP 220` 5WNGLF5 OVER 2 LAYER5 15• FCLl OR PLYDRY APPROVED STANDARD TRU55 D 16. OC \ OF -'TAIL' �F., BRDYL OA _Ty /2"tQ / y � vi,...I., •l a •,, l Y2 CCILVJG BOORD VAPOR BQF"ER MC.TAL FLA514NG CEILING Bputp WARD50A O FA5Cb • 2•Kq• �P' OLA'il: z'.-q'a Ib p.G 16 FA\E Ovr-RWANG ; % Home Systems Inc "R21M HARDBOARD 5101NG Off TAILIB' - (SEG AL50 P. IS) CFZ055 5ECTION R•21 W5ULATIO4 VAPOR BARRCR Ib CAVE 2=3 TOP PLATE OVERLIANG 2.3 016 OR 2A, 0.C - 74; MARRIAGE IJALL t4AR'DB°ARO 51prNG DRY WALL Z r4' Z 16 O.C. I � 3 BOTTOM PLATE' 2-x6 JOIST 9'.b FJ R -II ll` ) ATION 1 1"A BOTTOM PLAT[ FLOCKi DECKING 16M.i Z-EjAR 5Yz 361 AY 5ITr_ CONST • '. 2+4 ut4lL BY ANY Cn.1CR5 SEE APPROVED ' 't TREATCp FOUNDATION PLAN WMpGR •FOC7TINC (TYR) 8.10 pR 12 TYPICAL COLIX.TJ SUPpomr(TYP) I- bCAM PCRIMETCR VALL R -I I INSLIL.4TION T Y P I C A L C R 0 5 5 5 E C T I 0 N /APPRovEO-TRLf999160C. s1+INeLeS NOT I_: el, TYPICAL PIER $ FGY�TWGS 15' FCLr OR PLYDRY 5N0WN ONLY. SEE APPROVP_D _ totln& FOLNDAN ON 5Y5TeM5 (PAGE5 6-10) VAPOR BQF"ER MC.TAL FLA514NG CEILING Bputp WARD50A O FA5Cb • 2•Kq• �P' OLA'il: z'.-q'a Ib p.G 16 FA\E Ovr-RWANG ; % Home Systems Inc "R21M HARDBOARD 5101NG Off TAILIB' - (SEG AL50 P. IS) CFZ055 5ECTION 30YA 994 N 304' q9�Z 3L� CR�WL. I w w w w w I w Y — � w I Y Y Y Y r Y A M Y - I ADIN n.2 HOMES WITH (r?MONAL 2X5 EXTERiOR WALL (_ PRAY AFFECT THE LENGTH ANN) l'/;JTH OF FHE FOUNDATION PEiiibii_T_R t%/AL' S. CC1tlS•'.1L7 h^,AIIJr r i u'; :,; FOR MORECUkii1Ff :�1rIOfV OF OVERALL DIMENSIONS Refer to sheet !i; for •,i!es of ridge Jt•dm column supports dnd interior pier supports, Crawl Space Venting Requirewnts Requirement call for ly if per 25 L+ of foundation wall. Standard vent sizes 6 14, 4 x 14, R x lc. EXAMPLE: Home 44 x 27. 142 LF (Perioeter foundation) 142 ; 25. 5.68 x 1y-8.52 SF (Req.) 6 x 14 vents .583 SF 8.52 ; .583. 14.6 - 15 vents req. Crawl Space Access An access opening of 18' x 24', Minimum must be provided for, through the rounda- tion or perimeter all. If through wail, bottom of opening must to a minim,= of above ground level. Under Floor Plumbing Runs Installed at site. Slope toward drain outlet when makinr, installation (4' pvr ft. min.) drain It„e may run either dir- ection as long as slope toward outlet i% maintained. foundation Approvals The foundation system mus t. be designed by a professional, engineer or a+'chitect. And approved by the lor-al authority having jurisdiction in arras ,mere home is to to installed. KBHS will supply one approved system. Although any system designed by a'prolc,- sional engineer or architect dnd approve;: by the local author+ty mdy be used. 'cote: Overall length s'+•ruld :T y' less than that of home length. HOKE SYJ I MS, f G n rLE. i�uriDFtTInN �Dl.fi . w+awn er; — ----� MT(: Q.— .. FO c•tT'- F1 �.. I �3 V ------------ I I ANCHOR DOLTS -0 6'0.r tIUT(S : 'TYPICAL 51012WALLS .nNCuOR BOL'Ts O b*oc1. FOUNDATION FOOTING SIZE AND DEPTH 10 I FOR CRAWL -TYPICAL eIJC>,VA,lg BE BASED ON SOIL CONDITIONS ON THE I SFhCE 1 VeMNG 5EE NOES 3 1 9 sezT SITE (SEE FOOTINGS E �A 2. CRAWL SPACEACCESS AND VENTILATION _ I 2 TO BE PROVIDED PER CODE. 3. ANCHOR BOLTS TO BE INSTALLED WITHIN I 2" OF EACH END OF SILL AS SHOWN Or, (- L----------- 1 S�ece1pTAIL_S PLAN, BOLTS TO BE )/2 x 7 IN CONCRLTE FOUNDATION ' MYDICAL NTERIOR PIER BOLTS TO BE 1/2 x 15 IN MASONARY ee wc-. sheer 9 Tr_R ( CeNTr1rL.J[ I BLOCK SEE /C)Or.JG C�LaCT B; PICR (5MC NOTE 5) 9GE FOOT*.* ckART (A)I _ SWEET E�.- S'v.y. 4. AN APPROVED MUD Sill ANCHOR MAY BE USED,IN LIEU OF ANCHOR BOLTS. S. CENTER LINE PIERS TO BE LOCATED DIRECTLY UNDER RIDGE BEAM SUPPORT oc •;a 1:?)lI COLUMNS -SEE FLOOR PLAN -OR THE SPE- 6 o CIFIC FUUNDATION LAYOUT DRAWING FOR x D. �3 93 '7� _- _ �t a LOCATION. L===== I Jj �R 6. FOOTINGS AND FOUNDATIONS, UNLESS STceiA55 pA,� 1Prf25ee I 'ff JF CGLi� OTHERWISE NOTED SHALL BE CONSTRUCTED IT 6LOCK (ASTM 3PAC�IG. I I CF90)NANDTINO-COCREEOALIACASESYEZTEND BLLOW = _ = THE FROST LINE. 7. ALL LUMBER AND PLYWOOD USED IN THE FOUNDATION SYSTEM WITHIN 6. OF EARTH SHALL BE PRESSURE TREATED AND BEAR 'REFERENCES THE GRADE MARK OF THE AMERICAN WOOD SHEET (10) FOUNDATION LAYOUT (SPECIFIC HOME) PR(A) LUMBER SHALL B . (A) LUMBER SHALL BE STUD GRADE (I1) FOUNDATION AND NOTES DOUGLASS FIR, ARCH, OR HEM FIR, (IZ)'FOOTING CHARTS (B) PLYWOOD SHALL BE MIN. 3/8 -CD GARAGE OPTICA ,4L. A- RIDGE BEAM SUPPORT FOOTINGS WITH EXTERIOR GLUE AND BEAR THE B- INTERIOR PIER FOOTING APA TRADEMARK. SHEET (13) FOUNDATION SYSTEMS (C) FASTENERS 1N TREATED WOOD SHALL A. PERIMETER BE.HOT DIPPED, ZINK COATED STEEL, B. INTERIOR PIERSs OR STAINLESS STEEL. C. RIDGE BEAM SUPPORT PIERS B. WHEN UNDER FLOOR CLEARANCES EXCEED 36" SHEET (10 )'CONSTRUCTION AND'COHNECTION A SPECIAL FOUNDATION STEM WALL DESIGN MAY BE REQUIRED. DETAILS DESIGN BASIS I, L O,I-.N G,..0 OA.E_C,N.P T .-,.X 1Td,� LDING CODE_ CH.P_T._.29,._,1,979 p , ACT•11RE0^HOUSING STANDARDS'CODE ZONE -"'- LIVE ROOF LOADS 201 301 SEE SHEET 8 e Systems, Inc. TYPICAL r-OIUr.IOATcN l NOTe5 1•-" 6.12.69 1 •.•', IVRTIG L7 rrr. POURtp CONCRCTE OR 0'x 8' I6• MASONARY St•E TADI.G O FOOTING 51Ze - RIDGe e)CAM PICR5 J,No ALLO�VABLr- _OIL 9GARD Z WL. ALLOWbLe 501E OCARN6 PRCSSUR .. 1t� PSR 15Cb Pyr' ZOt70 P5F NO. 1000 Psr 1300 PSr 2000 P5f e. 9 29.29 a NMF -50. ( 5OUARe FOOTING) OR 0%A. (pok , FOOT9JG) MAY eC U5EO ON RIDGE f5 --AM SUppogT5 -RE F -CR TO t-Ir1T e, rl'>K COL.-LAAN 5UPFory NO "`yam t 5TGCL FRAr 4 t �� �� 4 •9' ene (POST 2'•e Mw 5LDCK see M.eLe O LVJLC• • 5W 50UARE FGY7TrvG) Ga OLA. (R01p p ,00,,,G) MAY be L) --D FOR 11-LERLOR P1er6 fjjff0me Systems, Inc. FOOTING 51zf 4 PIER SAo Cu,K PERIMETER FOt1NDAT10N - t r, r E Rlua s�pr`s ---' �- FL�(L Z Ek -r. T. SIDING FLOOR GKI J L+R 6 FLR JST. EKT91DING -- �J i—FL(�F OECKI.JG "4 WORIZ RC6AR x Z- 2/(O FLF JOIST Z'�R' Axa CONTrV0005 5d NAILS _ FLa.JOrST 2r4 MUD SILL A4' OG 2x4 SECURcp W/ 6 MIN. ANCHOR BOLT 16 Cl NAS J 16 OC AWPI .STAMPED \\ OR AN APPROYCO 6 WAy. `2R4 SECt�4G0 ANCHOR OCLT SCC COW IQ MUD SILL - �X OR APPRpvEO OETAIL PA CrEr 1V ') TREATT'_O I>.r Ifod w1.iLS GRADE. .- _:' ! CANN[CTOR (PAGE IeB M1Jo LUMBeR O 1rP'O.c sec fSEa_ NCIIE 5 PAGE 7) Cp�,� PUNY WALL Zx4 5eG 1'•.a CC)••+veC110N 16 1'^N RYE 7) (5e!' Ncm3 T CONSTISce OETAIL 7 PAGC 7) GRAOC Or - TAIL PAGe IO '3b WAX i 448' 0 C R C' 6 � 6 ►4ASONARY Pbl. E 7) h MN Q°GE b) (SCG NOTE e PONY wALL p2 4 P OR 6' CONST, 5Ee L IL5. Ge 7) 6LC+CK C>.1LY � � , PL7L6teD CONCRCTC C'�� t* 698 x Vo MA50NARY ' <x4 ReewR 12* TYP. : j • �' as JLR OR 6' RXriEO ANCHOR BOLT ,. G MN.TE ESR0R APPROvEO 12 TYP CAL . DOTTOM P.Om -� 46•CiG f'OR •.: '. �4 RebAR CYJNr MUOl Sul0 <� •••` K-4 FFt�GOAR 0 k"•') BOTTOM CO Ft7URCO CCINCRETC pa MA50NARY �_.I X �rN. FPa•n NxNECTOR < CA 17 j• M N 5Y.51 CM 15LOCK Owl -Y See NOTE. 3 12' F<tpM BpT(p� - p M4SCNARY BL,pCKg 5Y•� M PAGE. 7) -�'I • ® SNORT PONY WALL SYSTEM ® FULL PoNy WALL FLOOR Occxu l� I N T 1' R 5 FLGYIR OEQCNG FLOOR DGCx1.l( `JTECL rKAjC C)t rLOOR rT 2•co FLOOR JOIST. I STeu T( 2.6 r�opa WOOO JasT T Src[l rRA.n- OR IM �a� J015T T)GiJTLY. �• MN 36 AMX. 7 16 L • X 5I- m wr 16 MN. 6x8• ib (5e[L �7) (SCC6 MAX.B T � �+ dam• Xo' MAX. T TL eLncKs OR uO'1 (�E w10TE un�BL�X.K$ OR b� IZ• MN. ',SI R 12 FAINPA6 ')) TO PC}ST 12 MN : PAGC 7) Pck^rD CONKRCTe A.4 Miry cuyr _ O POLRED COV RCJF- ' . • ' �:a i ..i:•i' O RtIR h - Z `Fi' C6 MIN I SCi�MR t. YL'Trfl ® BLOCK O MA Y B(K �. • . lFiH1 12 rYP1raL< �L O.ST[CL ST�tTJp • ! 6 MN' 12 TYPICAL E �Le'O' —� © WWO P05T b�Mw t �T 5Ee TAHLL e. FLOOR DOCKING RIDGE 19EA 51.1 PAGE. 6 NOTE5: IMPORTANT Sine L 107•E5 P^G,, 7 2•, 6•r ' 5Ee: COn GCTVON 4 CDn/STRUK?a CT wrrwB MN. OLCX_KDETAILS PAGE 10 TIG" S'a u a, FOR 01 FLOOR 2 x 67.6* "34 &LOCK 2x6; FI_c�R TIGI-!T Ffr. JOfST. wR}: SNLM5 FOR J015T '>Ce, grii E Me Fipt7LllfL> rj 6^15-t6 MA504ARY 18 I . TIGHT PR. . GYx IB' MeJ. �SON�Y 5LCrK FCOTING5 ANp a 5 GKi 6' '� 6x6• MPI. WtbO R1CX,e ESeAM P1eR5 TO 0C FI, In, P'OLREO CO&7r- (SL•Z 6. MAX, Rile i) "z•_CONSR? GRADE iSEE NN O)E8 QED WfTN COCCE AT CBPAGE 7) ocI OQROiC5c10.)�� (4)114 RARS 6' Z'nfir(i Less -VJAW FOOTA1Ci Mh1 &LocKu16dS .`'•��` �0 a DA'NA Sb f?c DrnU.(sx�eJ -. o T2 EACH aaeCTlpfl) v4 =4 MIN. 4w w •o emaeDeOIN comc. 1 O� apHome .SEJSIC'f71S, il7C. O R7URG0 - 6R T�xy • OR NAIL�LL No 17!118 a �— - .. • . • Be ■ •�• A,p 1 1 CQ C�w/Z iC Exµ 3. * °i• •' ,•�•�.POUN04TION 5Y5TEM5 O MA_ 5OWARY �K. A' PAGE TA6LL LAR9GR E• Cd JC. J� eve ,P CAGE 6 (M=s)e4cw A�� 8 wuLn. 7 Of - r' °,..,..: j�, l� e YTCRIoR 51coa� 7d NAILS J b O.G. "MAX CXTCRIpR Nov, -, 1 C(>.ICRCTC OR ,I �A T� ATLD MASU.waT bL4)CA MCNOa DOLT CONCRETE. OR MA50NgRY 5 -TEM WALL CONNECTION DETAIL Z*4 Top 1 CYlI 2x4'016o.C. METUOD (D e XT F RIOR 3101nY Bd NAILS O b- OC MAX. Sib GDX PLY-- %O exT.GWi b' w1O- PONY WALL _ 2x4 CON5T. SCG CONST. OCTAIL9. Tv=THOp 2O 31ONG bR PG1NY WALL 2x4 CONS See Coss• DIT -TAILS. WOOO PONY WA CONNECTION DE INIL R SIOW JG E 7 5" T. -] OL' CK..IG E' -G' FLOOR J06T 2.YI. SECUREO TO FLR. Nie. I, R W/ Ibd N4I1-5 J 16'O.C. MIN. 16d NAIL albo.C. MAY PONY WALL CONSTRUCTION 1uzles MUD 51LL ANCHORING MEIW005 II MUO SILLEPA— O SV 1✓7U0 5111 NACHOR .CWOR APP. MUO SILL DOLT BOLT ANCLIOR (51MPSON) QL' CK NG CI-lN��t�IEL FLOOR JOIST �51E[L( I•BC-4M) TYP•X4 SCCUReD pr:Rj AL - 7 FLP MEM13R5. M""E' !/%6d NAGS D WALL bl OC.. MAX. iA)L 'ti IEi O.G F XM OR KxM `-TYPKAL NTCRIOR PIER 5eC -'AJ=T 8 FCR .•'c ' . .: . : c PER SPACr,* ••�• CXTEnO PCRIMETCR FOCaNG Al I- MAM FR LCAT ION FRONT REAR WERIOR I- BEAM F 5 CjjHome Systems, Inc FOUNIDATION Dr -TAILS .rc 6.13•&-i _ CCCKING ' s� FLOOR ExTE R'OkP JOIST. S101NG 5d N3 LS aGo O.G MAX COx PLY -000 -%4 r. x r FAU.IC 6' uAOc POLYrkeo CONC�T[ I I 2 x47PfATEO Sa-L GN M.C�O�NAaY MOTOR DOLT e YTCRIoR 51coa� 7d NAILS J b O.G. "MAX CXTCRIpR Nov, -, 1 C(>.ICRCTC OR ,I �A T� ATLD MASU.waT bL4)CA MCNOa DOLT CONCRETE. OR MA50NgRY 5 -TEM WALL CONNECTION DETAIL Z*4 Top 1 CYlI 2x4'016o.C. METUOD (D e XT F RIOR 3101nY Bd NAILS O b- OC MAX. Sib GDX PLY-- %O exT.GWi b' w1O- PONY WALL _ 2x4 CON5T. SCG CONST. OCTAIL9. Tv=THOp 2O 31ONG bR PG1NY WALL 2x4 CONS See Coss• DIT -TAILS. WOOO PONY WA CONNECTION DE INIL R SIOW JG E 7 5" T. -] OL' CK..IG E' -G' FLOOR J06T 2.YI. SECUREO TO FLR. Nie. I, R W/ Ibd N4I1-5 J 16'O.C. MIN. 16d NAIL albo.C. MAY PONY WALL CONSTRUCTION 1uzles MUD 51LL ANCHORING MEIW005 II MUO SILLEPA— O SV 1✓7U0 5111 NACHOR .CWOR APP. MUO SILL DOLT BOLT ANCLIOR (51MPSON) QL' CK NG CI-lN��t�IEL FLOOR JOIST �51E[L( I•BC-4M) TYP•X4 SCCUReD pr:Rj AL - 7 FLP MEM13R5. M""E' !/%6d NAGS D WALL bl OC.. MAX. iA)L 'ti IEi O.G F XM OR KxM `-TYPKAL NTCRIOR PIER 5eC -'AJ=T 8 FCR .•'c ' . .: . : c PER SPACr,* ••�• CXTEnO PCRIMETCR FOCaNG Al I- MAM FR LCAT ION FRONT REAR WERIOR I- BEAM F 5 CjjHome Systems, Inc FOUNIDATION Dr -TAILS .rc 6.13•&-i _ A i ODORk r N31ALL SLe/ROOF OORMCR AP&A )RIVIER RIDGE 5WEATWiNG I1-45TALrn IRMER RAFTER GARAGE TgU55 GYP rIREWAL L AGE WALL I"ICL.D NSTALICO QORMER RIOGG — Wr-i4TWING 1 IteTALLGO DORMER RArT=R I4rGARAGr_ TRLW GYP FIREWALL 4— & F14 pR ,8 PA.oGLA O FELT CA PLY DR'f 0.4LY, SWINGLE Tb METAL GUTTER Z �CRNaTr home Systems. Inc. O ER INSTALLATION `ARAGe WALL °'" ""` GYxzMeR IN$TALLATIQr4 IELp N3TALLC_O FOR GARAGE GARAGE FIELD r0. ' L SS;oN'! GARAGE- TRLl59 Of!N, LC TO :0.17918 GUTTER * Eip. • O # Ff1SG1R R.Y DRY CrQLY. .f . F — GUTTER SHaLD Oi C GPEN 70WARO 9a yg•�R FWT— Swt"IGLP LNeNSTALLCTr GUUee ER ASOhJ METAL GUTTeRARAGE PICLD— eAv _ SPE METAL GUTTEF? -f-XP09Ep METAL N57ALLATION WSTRLJCTION`> OO NC7T APPLY ROOF GNLYCEMeM Z �CRNaTr home Systems. Inc. O ER INSTALLATION `ARAGe WALL °'" ""` GYxzMeR IN$TALLATIQr4 IELp N3TALLC_O FOR GARAGE ROOF PLAN 1a:4 PA' SS'A� 48' 46 40• - 48 l/4RIES ' .Q vwOOw Size Co N 4} U t_U Q16•AC.ffYP) .�.lrtlb�pC 8i ��� (�'jC' > § COC 10oPL41V- 2r1 CONST. ALL V/ALL5 A ADA= I-IeACCR ARA. e 512 GA91.L �a uG.T. I . DORM•R .`-/J. — `!t �''' I' DRAWNG, �• .O I 2ivo T'RM 90. GARAGe TRU55 }}-- _ CAC" SOe. /ll Idl 1G' Il dl 20.0 �'S••OI 7Rt1$9 G 9 oUTLCCO<ests - ZA' OC. (TYP,) ` T . 441 VARIE5i 4' �,, �\ �.�• . APPR�CT/L°D HOU5C.i 1 R�SSC.D LIOube AgLIA C SECTION A -A FCLT i.5w IJGLL5 ' PLY 5NFATWNG CDx x/* - NAIL 9d 6 eCcr- IZ• nta D I Y2 GALV. ORKG CAP. r x 6• FASUA TRANSVER5E SECTION 4'■a' a�ST ' LF1+D9o4R0 FASOA 4 x12 Wr-AD[.R i x 9 40LGu 54wN TR*A LIAAC>e0ARD 5004G NCYTCL1 FOR DOUBLE TOP PLATG OUTLOOKeFS +7Z4'oG . SAVE CLO5F I( _- Cff DETAIL " '� H•3 SMPSoN CUP x gL Si 09 6&110me Systems. Inc. OR 5MP5ph1 RSST CAP °-• `- GARAGE DETAIL 4'x4•RC6T caaa eCC AT oa erauAL AT-0F:P.T.acsOECt;ftATrvE CLOSE •OF►. NN1P50N 0C4 R751 ��. n GA AGE ROOF FRAMING PLAN (�i'rG• CITUGPaASE O0. EQUAL R APPiRO�P.O -T��ES b•12•e9 OR RArTGRS.NlO KC)Ge 5ECTION.15-5 '� ',,rs r•Z>1S .o BFJAM MAYBL 92p A,A. TTLLJ55 —/ 2.4 TOP PLATE D I=. TA I L. A' TEMPORARY CLOSC-UP FOQ TRAN5P0RTATI0r4 5TAPLG PER MANUrACTUR G S In19TRUCTI0NS Z&AP t x 5Li(`-E.T IYT'ATJ ER PYCOOF WG TGMPCrAgY PANEL Z NZIP . � FI[SE,RGL455 SI-IWJGLLS J1Q100 • 5NEATL-IN Tw— SGGIRG. TliC.1:Ja �� (bFJTN.1LYjE/� CEM wr FZ) . EAYER5 0R . PLYDRY C ANG FLA5LLjQ FASGl4 2-4 TOP 1 PITC ScwP1T 16d NAL OR 4'10 WOOD 5CA CW TItP..1 De TA IL 'C' SUIPP_0 1z secrloN WSTRUCTIOr.25 7.11 1'IBERGLAS5 5uNGLr5 Z20 - (Z) 15" FELT OQ PLYORY (Fj71-013AC-G ) 3 - % 5L.IEA11.21K6 1 -'114EAW.16 5ec.URED W/6d NA1L5 MN. 3' O.0 U5 TRIJrJa TO TR5 EAVE -"4 TOP PLATE �PLY 5/8 PLl-W0D (rACTOQY) — 2.4 SIOCVALL 1 D1=TAIL 'B' �t1 PLTLL�O SWIPPCD RC— EZICTIC J iFIGLO) NSTRlJC71ON9 2'S DETAIL ICI CAVO ALIGNMCNT TECAINIQLE- INSTRUCTIONS INSTRUCTION 6 �uN.�Lcy 22p" � 5-c.�tTUNG DETAIL IDI 5-IIPPED ROOP SI --TION F"swr-D (1) R(MOY( PAN(L STRIP AT SIDEWALL (2I FOLD BACK SIMPLEX PAPER AND CUT OFF BACKTO TH( LAST FACTORY INSTALLED ROW OF SHINGLES I)) FOLD BACK THE LAYERS Of FELT OR PLYORY . TO EIPOSE THE RAFTERS (A1 PUCE U -FOOT (AVE SECTIONS ONTO ROOF (5) SECURE EAVE AS INDICATED ON ABOVE DRAWINGS • (6) WHEN (AVE SECTIONS WAVE BEEN INSTALLED THE FLILL LENGTH Of THE SIOEWALL. THEN INSTALL THE )/B PLYWOOD STRIP, STARTING WITH A /• SECTION AND CONTINUING WITH 8' SECTIONS 17) SECURE CAVE TO WALL TOP /LATE NY NAILING 1MR000N I A I CAR(FULLT STAGGER AL PLT- . WOOD AND TR IN JOINTS (B) INSTALL - THE DECORATIVE FASCIA AND SOFFIT (9) LAY A CONTINUOUS LAYER Of ASPHALT CEMENT OR PLYDRY ON THE [AVE (10) LAY THE FELT PAPER OR PLTDRY (11) INSTALL THE METAL FLASMJlIG (1)) (NSTALL THE SMIKGLES Q fi&1,0mC Systems, Inc. ro. 17918Ro * EKpk'W-9S # 5(Te IN5TALLLO PAVE5 or (-1,13 o.X` 6-6.81 15"", . fia Home Systems, Inc. Rancho Cordova. CA 95670 (916) 635-5332 FAX (916) 635-7054 60'-O" 10'-10" 5' 4" 14' -II OIL (OPT CAO --- ^ I i �� WN O I W II 0 I 00 O C' J— _.---L—� L OPT. BUFFET = MASTER O r� W O , j BATH � UTILITY - -� GUEST I o I OPT. r KITCHEN DINING BEDROOM 2 11 -n 0 F.AAL FREEZER �PANTRY BATH e I SPACE I I I LINEN . 0 WALK-IN PANTRY ♦ WARDROBE 1 � \ 1 ♦ --J L -- m L - �p OPTIONAL) GUEST I '1 M H W Y ENTERTAINMENT CENTER CLOSET O; OPTIONAL -• J O Z - ENTERTAINMENT CENTER u=< 2 N > A. a c J10 0 LIVING ROOM �\� MASTER BEDROOM + j In BEDROOM 3 OPT. DEN. i I I r - I I Plan 183 Approx. S.F. 1608 2 m`k l3 Co0'-O° 5w. �'� a 4+ Ip' l o" 4' 2! 3" FV_=..ZIO - E LEG N L7. 4 - - L .-�-- ---I If 3 II 1 Ib � E LEa PNL W-2�i I J I 741 aLr.L�Y W•25 W-23 W-I�t I AL -r. LpG lo, G 8 ~� 1 �9 I - I 4 T U ED I w 1, � 1 70 19 L----- 5v=? -Io ¢ OP -G 6uFFE•r 1 z . 5AI4 1 i. Lir It`r Cour I Z FJ KI-f�NE�J DluluU o / / 6 Er�Roort 2 mg `=� I L� AU Imo- _ _ _ / Q Q c} Ec,2ESS u �I fH&C Ov f. W -lo I ..: i 13 �\ C•rYv1 Q� `o�c Ko / 4 U y+A Iu ARO zL tLumY 1 C-fYP) I� -� �\/ xiij 2 �Fp,� 'A4 - D3 3 D oPT ENT. — s 4 -Fv=ZIO I IS FV=35o� ov' -^�T cu r2. / FbR S�U1pA ..62D3 E��aea UjE RF1�P%f3 C7�.1 2 ZFJ i' U2CuI�tS' ¢ 6c 150ULY. OP'f, PE1J USE PA ) ,/ I FCELEP-fS C20 C-494JJ1'r rn 14-- 14 r'P'f1 . �J �. ----- —.I `� �'J 15 1.122 Mos-rex .2J C D /Zoom \ 14 L \ ` �' F.i rHE>; EG RE55 240 d=GROOM 3 1y1�C OM \ ,\ 3'•O"SW oNlf% (I`f'VEu 34� FV=350 J ) 194 ( 1 1 DI 23 \ F- to I op -r. 212 2 I w-23 14 14— _ 15 15 s s )zbYeS 2 .5 IS w�L4 ELFT- PNL ' -23EGPFu �P W2b i LI -5.i- w•54 �. '9u.1I - OP•(,--- ELcc PsJL- AL r. pL T'�'-:I° IS i' IJ"2� AL-r.L&-- la/ PJ) _ puE�'�TION• ' ' _ A � Z 2X 4. 5<P/vui HOMES WITH C;P PONAL 2X620 0 RAF SLS ~ '� EXTERIOR WA-L',MAY AFFEgT14 o � � = � Ilnme SJSIeinS, Inc. © 4 - 2x 3 Sib/Cc -2x 3 v LT THE LENGTH AND WIDTH OF THEM`�x = ru c i . E:c� N t C 3 - zk 3 S'f� 5 -2x3 v L -r FOUNDATION PERIM; ''`" ""`' O I tTERWALLS. Z�BGO-3-C KD - QD 3 2x 3 5 fp/ 5 -2 �c3 v L -r ; 2-Zri4 t-.'fDRE / V I-�CLCAONSULT Rff ATION OFFOVERAL LDIMEFOR NS ONS n A pn�wn by: ;•�, rLP.N APPROV.IL O 2 ?.),4 SifD/\/L'r _ o,Tc : - i 9G o i *B 5WEAT ut.G APPRL7✓eo VAULTGo� TRU55 -Z 16 O.C. Ih r-AVe \AaDR e.Aaar-FX i-4 TOP R -ATC OVFllLIANG Z •F, R►.n ,1o15r� I-�AR0000.Ro slo.� Z • 4 .0I6 0.0 YZ. DRYy/ALL— R -I1 INjU_ATION FLOOR O6CKIWG OETAIL A . 2 •6 F.J. Z 1b'OC. 6 M -.f ---1 X AP' IZMW. 2_ +6 RIM ,lor5T ` QCTAIL'B ,7 ((GCS b-10) %Z C Ut1JCi eoAaD VZ' CCILr.1G B04RD VAPOR B4F$W-R TYPICAL PICA \VFATLIERPRXr Sl1GFbAT AWD L* OCRLAYI CW rt' oT..iG MAT CR IAL i•9 TOPPLATO NARCe,OARD 51or4r, r•4 D )6 OC. APPROVE -0 "RU9S9 160C T Y P I C A L .ROOF CAP Z •F, R►.n ,1o15r� — 220'5un1GLE5 OVF-R 2 LAYERS 151F FCLT OR PLYDRY N O T E : TYPICAL PIER I POOTING5 APPR04eo sTANa>Ro 2 -67 D 16'0C TRU5S Z 16' oC 5140\VN ONLY. 5Ef= APPROVLO AP' \ ` QCTAIL'B ' ((GCS b-10) %Z C Ut1JCi eoAaD VZ' CCILr.1G B04RD VAPOR B4F$W-R _ R-ZI W5ULATIQ4 KJSTALLCO BY OTNCR5. VAPOR BARRCR 16 F -AVC i•9 TOPPLATO OVERUANG 2.3 o16 OR ZA 0. C- z -d a716'OC 7:6 MARR1a6c HALL "RD50AR0 NCNIJG ORr WALL 2 14 16167 O.0 1+5 OorTO i PLATe 2'x67 J015T T •6- F.J. R -II W5ULAT1ON 1 +4BOTTOM PLATO �tl FLOOR pEClc nlf, IgM►J. Z-INAR S. 36"AYOnt v11(4Ll 5ITe COnryT �y► '- 2+4 by AIJY Cn4r-RS SEE APPROVro > . TREAT[p FOuNiD:kTIoW PLAN YrVJG (TKP.) 87.1 OR 12 TYPICAL .Lxl�`I SuPFbiCi(YyP) 1- W -AM PCRIMETLR VALL R -II 94SUL4T10N NARCe,OARD 51or4r, r•4 D )6 OC. APPROVE -0 "RU9S9 160C T Y P I C A L C R 0 5 5 5 E C T 1 0 N Z •F, R►.n ,1o15r� FLOOR DGGcNG 22o'sHOJGLeS N O T E : TYPICAL PIER I POOTING5 L CV\P Z•BAR �\ 2 -67 D 16'0C 15' FCLT OR PLYORY 5140\VN ONLY. 5Ef= APPROVLO FOLP,)iAT{ON 51(STCM5 ((GCS b-10) TRIM BaO. SILL PIATG VAPOR B4F$W-R ^'CTAL FLASur•1G KJSTALLCO BY OTNCR5. FfaOT1nIG �P CGILrHG CO4RD 2'4'�P GLATc 1-IARDOOARo FASCIA APPROVGO PLAN. z -d a716'OC 16 H % Home Systems Inc 0 E TAIL Ar DETAIL'5 . (SEC AL50 P10) (Ser- ALSO P. M) CROx SECTION P•w K p 1L b-b•al 0 IIMENAUI A 'M Bli-4 MM IL I HOMES WITH C ?T1 ONAL 2 Y.,S EX T ER 10 R WAL Y A F FEiT THE LENGTH A(Ji) OFT,4E FO',,*.NDATIO^4pi.i)i,:-.-.!-.,...liie,, , V 0 MURE CLI-10'ii i`=Ariopq Of'oS*"Eir.:,-LL)IMEt-ISIC)NS Refer to Shee',10,; res .0f Column supports •dild interior pie, Crawl Space Ven[inq Ilequirex+ents Requirement call for IS Sir Per 25 L: cs: foundation wall. Standard vent size's 6 14 , 4. 4 x 14, 9 s, iz. EXAMPLE: Nome 44 x 27. 142 LF (Perimeter foundation) 142 ; 25- 5.68 x 'ti -8.S2 SF (Ilecs. 6 x 14 vent- .582 SF 8.S2 ; S83- 14.6 - 15 vents rep. Crawl Space Access An access opening of 18- st 24-, Yir :mum must be provided for, through the tion or perimeter mall. If through �a:!, bottom of opening must t -C A min,.,_. n! 4" above ground le.e' Under Floor Plumbincs Installed at site Slope toward crn in Outletwhen mak in,: ns tai I a t Ion ft. min.)_ drain I t,,e may run either z:i ection as long a-, -,iope toward outic: maintained. -Foundation Approvals The foundation system &us t be des I c 4--; a profess Iona I ene, ince r or a. -chi tC( : _ approved by the local avLhori ty hav In, jurisdiction In ar,as where hone is *r installed. KOLAS will Supply C,lc approved sy-ter. Although though any systc, -lesigned by a prc,!r-.. sional engineer or .!'Chitcct and apo ---- by the local autho—ty may be used. 'rote: Overall length S:--:vld to ti' less ti, r that of home Ho" SYSTEMS, INc T11 Pmpncri LAyDLFfr Ni AWN BY: go CAL( I. . . LSI;C� UrM'5 ,; x C I - • �� , I s+NCF+OR BOLTS 'a 60 C TrcIC.kL StOeVALLS N UTE S: i ANCLIOR DOLTS o 6'0C I. FOUNDATION F007ING SIZE AND DEPTH TO 1 1 I I FOR CRAvI T"PV_AL en�,,Lu BE BASED ON SOIL CONDITIONS ON THE � A 4vrMNG SF -r- +rne5 3�4 SITE (SEE FOOTINGS SHEET 8) U� �-- LAYOT �F[. CRAWL SPACE ACCESS AND VEN7IEA710N TO BE PROVIDED PER CODE EI _ _ _ _ 3. ANCHOR BOLTS TO BE INSTALLED WITHIN r J _ L — — — — — — — — ) SCC pe12 OF EACH END OF SILL AS SHOWN ON Ta, S GT T � PLAN. tSOITS TO BE 1/2 x 7 IN CONCRETE I FOUNDATION Yq�dl �.�reR,Oa PIER BOLTS TO BE 1/2 x 1S In MASONARY I �es �YSTGMS .SWEET 9 TY -R (S CGNOT ,). ie I BLOCK 5GE rbQr..iG C,,�,R D; tCF- lSEe SMB SWCET 8 G U1ART"(A) I I . ��SS�i•,�_ 4, AN APPROVED MUD SILL ANCHOR MAY BE USED IN LIEU OF ANCHOR BOLTS. S. CENTER LINE PIERS TO BE LOCATED II ❑ )I DIRECTLY UNDER -RIDGE BEAM SUPPORT COLUMNS -SEE FLOOR PLAN -OR THE SDE- cxp`_ oy CIFIC .FUUNUATION LAYOUT DRAWING FOR * l f LOCATION; L�/7�,— � 6. FOOTINGS AND FOUNDATIONS, UNLESS Z-1 A-1,15 R°'LS I'JT_RIORPC_RSee I of ;x , OTHERWISE NOTED SHALL BE CONSTRUCTED ( I Ft)aT"GCWArrr OF CONCRETE OR MASONARY BLOCK (ASTM 50EET6 FORJALC*,*. I I C-90) AND IN ALL CASES 'EXTEND BELOW THE FROST LINE. 7. ALL LUMBER AND PLYWOOD USED IN THE FOUNDATION SYSTEM WITHIN 6' OF EARTH SHALL BE PRESSURE TREATED AND BEAR 'REFERENCES THE GRADE MARK OF THE AMERICAN WOOD E. SHEET (10) FOUNDATION LAYOUT (SPECIFIC HOME) PR(A) LUMBER SHALL BE (A) LUMBER SHALL BE STUD GRADE (11) FOUNDATION AND NOTES DOUGLASS FIR, ARCH, OR HEM FIR. (12)'FOOTING CHARTS (B) PLYWOOD SHALLBE MIN. 3/8 -CD GARAGE OPTICNA!_ A- RIDGE BEAM SUPPORT FOOTINGS WITH EXTERIOR GLUE AMD BEAR THE 8- INTERIOR PIER FOOTING APA TRADEMARK. SHEET (13) FOUNDATION SYSTEMS (C) FASTENERS IN TREATED WOOD SHALL A. PERIMETER BE HOT DIPPED, ZINK COATED STEEL, B. INTERIOR PIERS s OR STAINLESS STEEL. C. RIDGE BEAM SUPPORT PIERS 8. WHEN UNDER FLOOR CLEARANCES EXCEED 36' SHEET (14) CONSTRUCTION ANO'CONNECTION. MAY BE RE A SPECIAEQUIREDpATION STEN vnll DESIGN DETAILS DESIGN BASIS STANDARD BUILDING CODE CHPT, XII A. X1!.1979DE CHPT. 29. 1979 ED H home Systems, IfTUNIFOC. TEXAS RMANUFACTURED M BUILDING OHOUSING STANDARDS COQE. L FOL"OATK>4 ZONE35 o.. •• �+nt TYOIC4PSF MAX. WIND PRESSURE MAP AREAS SEISMIC E LONE NaTes LIVE ROOF LOADS 201 301 SEE SHEET R 6'IZ D9 2.6 5LDCC •✓1y4nv6 •.,'�' r'ORT1614T ffT. • PCk1zC0 CO'JCRLTE OR • 6 xl.O(CK 16 M.45Q.IAfZY Q� �. is '• o-. 5CE TAGLC 1 O . FOOTING 51ZC - RIoGe 13[AM PICRS COL ALLOWaBLC JOIL CCARING ODL. ALL IWAbLC SOIL 5CARN6 PI 1000 PSF 1507 G31• 20G17 PS>= 140. SO IGUO PSf 1500 p5F• 200 DA SQ dA 5Q aA. :50. D(A. 5a OLA. 5(J 1 21x21 24 17x17 t9 15x t5 Ij 36.E — 30.50 — 27x IZ7N2 l8.6 20 1&. %c' tB 14 Z 27 20.20 25 P.rl 36x36 — JI .31 - 19 15 4 26.26 29 21.f1 24 16x18 20 16 54.39 — 31-31 — 26x2 5 f7•27 30 CZr22 25 19X!4 21 4Ox40 3S •J5 — P4.2 . F7 25 26 ZO•m 21 ,�x,� 15 f4 • G1 27 LI ■ fl 24 19 42x42 —jOx } 45.43 �r2� 28 22rft 27 20 — 33.37 — 30x3, 44.44 9 3f•?t — ZbxaG 29 25.29 26 21 — 36.36 — 3I.31 44-44— io 39'33 — f7x f7 3p Z.3 26 f2 36• — X•} 45x45 54.94 11 2br28?4.IA 27 2S 46. 4, .Z 35,55 — Cq- _ 29 �byf6 E4 — S6x S6 — 52x97 47r — Sp'36 — »•9: NOTE: -5-0. (SOUARG FOQTr.iG7 OR OIA lROu.p FY7C%TNG) 'AA" 6C U5E0 otq RCCe 0--W SUppO - REFCR To y-ICLT Fi rI GOLUMN 5UGGty7 N0. 0 t STtEL OR 5141LA 4 r4• w.l Po5T T `- 2 •b I,nly BCLYIC 5CcTWAL O ' iW 1L: 5GV 5OUARE F)OT►JG) Ga C>A (R0Ap R?OT,+G) "A" Oe UxO FOR r MRIOR PCFM Eftfllfome Systems, Ilic. F OTv-JG SIZr 4 IER S aCn�)G-9-B'1 '. IMETC FOUNDATION FLGL R E YT. $IOING Z"FLOOR C'ECKIN�j E' --1R OEC KING EXT.51OING - ---FLOOR OECKOIG r4 uCXtIZ RLO.yFt Lxb FLR JST. Z'BAR Z-BAR- COrJTr.1u005 Z/(v FLj JOIST r ESd NALS _ FL r.'.JOIST 2 14 rr4J0 51LL A4' OG 214 5 ICO d N CUR0 1 W/ 6- MW, ANCti+OR 80LT A4S J 16 OC All/Pt STAMPED OR AN APDROVCO ta M� ANC LlOR OGLT SEC CONN[[")'I LTiCSSLPC -2.4 SEcuRCO MUD SILL •X�'. ►b)c Cit APPROVED OCTAIL PAGC Ip TREATED ui V.d w�aS GRA Oe ^% reP j (P 4e 7) 8 � erMIjO SILL Rea ID ).tf. Cou�eciio'iC Ib•M►1 ( - FbNYWALL 2xq '�O*E 6RAOG Oe Ta u. Gs0, 10 .'�6 AMx �e 7) Se[ NOrC3 bT►tN C•ONST.rSCe OETAC 7 Ar1Ge7) (SCG n10iE B �4 VERT REH4c 45"6x16 MA5pNARYY Aa6E7) -Ge p) LrjNY WALL2Z 4 P Z 48' o c F? ->,z CCNST, >Ee dru. (iI.00K OR 6' AGe 7) BLOCK C?.1LY POORCp CONCRCTC GqA� +v ;1 ' •' CgCL',pB��,,x Iro MA5CNARY aF4 ReeWR 12' TYR :�• �' c OCK c 6 Pau-zo ANCHOR 00LT P. I _ •_'-,• S' MN. Fpom r' MW- 04 RCEy1R Z) OR APPRO r -O IZ TYPICAL •'• DOTTOM. -L- 4wac- FOR i S4 RCINAR CO, MUO SILL O e� • • 4rA CSAR H' t✓rN 9' L.oJ. PR -CM CO ft> t lXJt1RCO BLOCK IRY CONNECTOR 3 o �•n 3- M,,4 [�LOCK9 BLOCK �� SCe 7) 12' F SYSTCM RETC pt r 2 MA50N4 Y YSTeM O 5NOrZi PONY WALL• PAGG 71 SYSTeM ® FULL PONY WALL FLOOR oeocw� I N - FU:.UR OCLKII* FLLY7R peCx„+C `.7TCGL ntM..I[ 2.6 FLOOR •KsT STZ•4O FLUOR rr' 'i JasT, SrC.cJ". rRAr.nC Z•6 r,CVC r U,ClpO weOGc Sr OJOIST I OR +u..t WeCG>` 1B MN IStL nlort T36" 04 SL-IIM. �.�C7GE 1t5 MN. 6xB• 1!0' ° 6 C 7) Isee ..ti.e a TV L.rTLY j NAIL. aro' MAX. .ty�T[�i.tTe "4d:x--K.OR-Ry AWRpdCp PnGS -I) To Ft�sT rSEe NOTe MTu00 01.2K5 OR 6' 2• MnJ '.STCSL PR_R 12 MW. 12 MN FUL/RCO CONCR[lC O PAGC 7) Al 4.4 Mu.L cWr I FL,?J STRIP __ OER R7F_OC RrT'•. • n. ' •a ..i:.\' OPf. fC=: NaJ7 V —.1-. _ 5LOCK Nvr.I OMAS RY .. " • a 6 �►J f� ' 12 Tt' K"L O3TCCL $WTJYPI D G" MN' .e 12 TC 4L �e o' 0057 6' Mw �1�� qqp♦ C''pp.•�� I o �T�SEG TgBLC 0 �- FL009Z DCCKNG RIDGE ba �yI rL.(11 NOTE5 IMPORTANT • .SGe NOTC5 p.kGE 7 TT See GO". J Ttip,J wrrw B M11.1. FOR 2t6 I C:%--TAIL-5 P CD�STRU[•TIp.1 S.rr. FOR FLOOR I Z w 6 xa IIM FOR JOIST FL.CYJ�.� F—TNG 6CZe FtI_'006i > T Q' 1fi MASG>•JARY J015T 18_ MN. IGi�I•ET� T. FOR S JOIST FW. -e a 6 n fix(i MmE. WGY�O Ig' Iv RIDGE a �K r�TC Pi ANO F=50 - 5 C>rt 6' 36 nM+oArxE 6 �. �x R��CC ESCAM PARS •TL) BC Furan GaoLneo CONCRCTC ( FFMet 7) P QT GRO - ���'tO' �O �SArnS'•y)�! f?C�I reO Wrw CCYJCAeTe�(v��je gJCS ' AReGARS 6 LC56 7-tAu fOpT)NC. M+rt OOC�(2 cAca aaecTr>N) !2!MlJ. 4.6!" CNlaeoeo �' or "Plion1c SysfemS, Inc. q jN coNc. tZ'M 4. Q .• _ �• OR r4AIL- No. T -)Q a . r m.. R�InZ�OC1pnC- — ADRW �y 2xb�p Exµ Yi ` 9APAW-A .wD �" W/2 * POUn1C34TION SYSTEMS O ^'EASOnIARY � V SCL TA9LL• P' . (Z• R:� S CAC34 BGG-EADLL SIL `�4 --- �F��R o+... M lore% 'A' PAGC 8 F�r U.,.-,�`-S- °.m a•a.. METPOD O E>,TE RiOri TFL a XT CRIOR j ._.... 5101NG _.. 310 CJG _7 Sd w1L5 D6 O.r- Bd NAILS J i nr ix b' oG MAX. ;8 GLlc Gtra.gp0 �� COX PL'(- r. Y r true v unOC � OK earn. Gale b• I 2 �4 TREATED "OLAF-0 C >-CRr7C ON MASONAar I bllO -*A-L PONv WALL TO FI R. MEMBR5, gte VF W %Ct d NAlS A AP CWOR COLT -2),4 COt-,GT. 5GG COn5T. OCTAIt_9. IJAn.. J Ki O.0 1 MCTH00 2O CYlC41OR 51peJra •:p ' ..: . '. :0 PER 5PACr-J ?. d NAq-5 D J,- j-oC - FCl7TNG Al 1 CACAM 'LOGATIpr.I PCRI"=TE}Z 0 CMAX FRONT i REAR NTERIOR I- BE:W PERS Ex7r-RXDR C>;TCRK)R 510rNG 51ONG I �I 1.4- TRGATCO COP.ICciCTC OR IATA 51LL FCW WALL W --<A a RT OLCICA 2x4 COI -AST. v CuOa oct7 see CON51. OeTAIIS, CO CRETE. OR W50NARy 5TCM WALL lQ00 PONY WALL Cc-nlNECTION DETAIL CONNECTION DETAIL 2.4. ToP 4 Col Ifi as -- 7R 5io _— TL 7 5HT. -7 PONY WALL CONSTRUCTION ARles -Or-CK&4G MUD 51LL ANCHORING METu005 -e •(o FLQ7R JOL5T -2 SECURED II MUO SILL 11 --o 5LJ- ' ' `— "uo 5u TO FLR. I 1 Wi 16d NAL5 a I6'nG. MW. ANCHOR ANCLAOR APP. MUO SILL -16d NAIL PI60.C. O0.T BOLT A"C"OR Max (51'AIPSON) Of' -CK -1C G�-IANNEL FLOOR JOIST �5TEGLf I-e4l�) Home Systems, Inc. FOUN04TION DC.TGIL.5 `" 6.13 •� ♦ - 17 � MOR 2 4SGGUReD nn TO FI R. MEMBR5, gte VF W %Ct d NAlS A WALL IE! OC. MAX. TYPICAL MCRIOR PIER IJAn.. J Ki O.0 1 ` see .S.-+ctT a rbc •:p ' ..: . '. :0 PER 5PACr-J .-' CXTEOO PC Rn,nE TGR - FCl7TNG Al 1 CACAM 'LOGATIpr.I PCRI"=TE}Z FOOTNG C ' FRONT i REAR NTERIOR I- BE:W PERS Home Systems, Inc. FOUN04TION DC.TGIL.5 `" 6.13 •� ♦ - 17 � COR MGR RAF CA --�UPPORTg CLEAT OALTERNATE= DORMER InLSTALLAnoN N$TALL 3L)B/FOOF LbR,,neR AP -CA . DALTCRNATE DORmE:R 'INSTALLATION -DORMER RIOGE -W 5weAM4,WG U.ZTALLco DORMER RAFTER IuGARAGE Tpj55 GYP rIREWALL =A=4 O .SWINGLE Tb i FELT GR COR MGR RAF CA --�UPPORTg CLEAT OALTERNATE= DORMER InLSTALLAnoN N$TALL 3L)B/FOOF LbR,,neR AP -CA . DALTCRNATE DORmE:R 'INSTALLATION -DORMER RIOGE -W 5weAM4,WG U.ZTALLco DORMER RAFTER IuGARAGE Tpj55 GYP rIREWALL =A=4 O .SWINGLE Tb FELT GR METAL GUTTER RAGE WALL PLY OR-( O JLT. FIELD NSTALLEC) r•—'QORNitfi RIDGE. GARAGC FIELD 1�0. ° :5LIEATLa1NG 1-3TALLcp GARAGE TRuss U -DORMER RATTER Z Orl- .:0. 17'176 si FP.LTcA PLYDRY a1 &yFIREWALL *aGARAGGTRUS5 GUTftR0GYP .9w/aiLL.0 .$ SUNGL.G LrMUTT[•R AND N5TATA 9E EASES MCTAL GUTTeAFLASL LING RAGE EAVE t 6� FOR FACIA OV FflR FACLA SEE METAL GLr"eR NSTALLATjOt4 .8 i XG}Djp METAL p NST Cb NOT . RC:or FPA NT (>4LY) Wilome Systems. Inc. Jr-LDAAA Rel WALL L1Gp RMER IN$1A LLATIQh1 `' 9�FWOF GARAGE PLAN Co lu tr — uu VWJC)OW size DOUBLE TOP ft Alv_- 7� —9-4 CON15T. ALL VALL5 A ADA13T WCAMP ---"ou5r- oww" FOR SAP.4fe 5er- C.ACO-Z ORAVN(Sk A ZA'oc. C.ARAGe— Z;la TRIA 00— MACW S(;Oe.. TRU55 11 Q tAP 5�t J %–IA- L -L VASZ I �5 X sm AJIPPZWW RECle 55mo WCL6C "!rl 11: WAL.L, 2A, OCX_nLC)C*,C-YP) ZjtS CT 5CCTION A -A FrLT I Swt4GLE5 W PLY 5WEATWNG COX 37/16 kAtL 6d 6* COar- rZ* rch-0 t.Z &4.LV 0PC-CAP r. 67 FA5C-L4 -TFZANSVr-R5f- 5,--CT10t4 -4-•4-P05T WADeOARO FA5QA A NIZ Wr-AD r-05' ROLJGU --AwN TR&A 4AKCeCKq 0 flO CW FOR DOUOLC TOP PLATE ourLOov Z4 *0 r- f-AvE cLo5r Cff DETAIL dx t2' �+5 SmP5Ot4 CUP W 'Ft�>4 6&tf()mc Systems. Inc. eCA 5mP--.ot4 Po -5T CAV 4X4 FNDST CACW ENDANCO-26 OR FfN IAL AT rc*,(T up oeCCP.ATrvS J6-F� GARAGE DETAIL "b;— N-P50N er-4 FC151 GARAGE ROOF FRAMING PLAN NOTA.: r-tl'uJr-R A bASE C- EO"IAL PPROWEO IVJ156es CIR KAFTeSM Axn sLCGe I 5r-CTION 15-13 . rIBCRGL''A55 ' SWINGLG5 220= CA3PC ll2G 5TAPLC Pr.R LAYCRS of[ MANLJrACTURGS ' RJSTRUCTION�mP �L /tl • SWGAT /b F /L)r� G TRlJSS -� ROPGR CF *3•ICYiY SOLO BACK THE LAYERS OF FELT Of PLYORY SIOCLJ0L 2.4 TOP PL 4TG t Y 2�4 TOP PLATE. PLACE B -FOOT (AVE SECTIONS ONTO ROOF PLY rrACTC- Y) FRpOPWV i 1 1 Trmpor FhNEL ,, ) ' PLYIl ;,>tlp 2o4 51a D f= TAIL 'AI 5(JIGPCD ROOT ECZTIC?J NSTRLL'71ON5 2.O TCMPORARY CLO5C-W FOR TRAN5PORTATION INSTRUCTIONS ' . r10ERGL ASS 5I4NG1.G5 220- C•C SWIJSLL-5 /-) 15w rCLT OR CA3PC ll2G PLYDRY (FkXZ) 5AC.R:) ' LAYCRS of[ ' 'tl• SWCA71-I.,,y Y1E.A9-(NG SECURE O w/ 6 d . N41LS MN. aD �' 0C �SRLISS TO TR(J" SOLO BACK THE LAYERS OF FELT Of PLYORY EevL �e.T wo I 2�4 TOP PLATE. PLACE B -FOOT (AVE SECTIONS ONTO ROOF PLY rrACTC- Y) 2+4 SL/CwAL..L i 1 1 DETAIL 'B' ) ' PLYIl ;,>tlp (FC1-D) 5(JIGPCD ROOT ECZTIC?J NSTRLL'71ON5 2.O DETAIL CI eAVC AL)GN4ICNT TECNNIQLjE INSTRUCTION 6 ' INSTRUCTIONS ' FI(ieRGI.ASS SI-IWJGLLS Zae > \ (1) C•C SWIJSLL-5 514CA 11 5C. CA3PC ll2G FOLD 141R SIMPLER PAPER AND CUT OFF LAYCRS of[ RYDAY C.v;.c MASS- 1, D e T A I L 'C' Su1PP[O RCl SeCTQ>4 O.ISTRUCTIpN� 711 1 1 1` scrTit- Ibd NAL094"Io is �OS` GW TitP,4 220- 2 M1 Top PLATG ' �• MN I 0%4=Rl4 ei,* R1. h[i Fdf-!Id DCTAIL IDI 5WIPPCD ROOF• SPLTION F"SWCD (1) REMOVE PANEL S "IP 11 SID[WALL III FOLD 141R SIMPLER PAPER AND CUT OFF BACK TO THE LAST FACTDNV INSTALLED NOW Of SHINGLES 13 SOLO BACK THE LAYERS OF FELT Of PLYORY TO EXPOS[ THE RAF7[RS (K) PLACE B -FOOT (AVE SECTIONS ONTO ROOF (1) SECURE [AVE AS INDICATED ON ABOVE DRAWINGS (6) WHEN(AVE SECTIONS HAVE SEEN INSTALLED INE FULL LENGTH OF THE SIDEVALL. THEN INSTALL THE 3/8 PLYWOOD STRIP. STARTING WITN A A• SECTIO[ AND CONTINUING WITH S' SECTIONS (7) SECURE CAVE TO WAIL TOP PLAT( AT NAILING THROUGH Z.6, CAREFULLY STAGGER ALL PIT. WOODAND TRIM JOINTS (8) INSTALL - TM( DECORATIVE FASCIA -AND SOFFIT (9) LAY A CONTINUOUS LATER Of ASPHALT CEMENT OR PLYDRY ON TN[ (AVE ' (10) LAT THE FELT PAPER OR PLYDA/ (11) INSTALL THE METAL FLASHING (IT) fUSTALL THE SNIr.GIES Q C( fi&lfomc Systems, Inc. No, 17918 >o EApkw-ys # SETr-, INSTALLr--O CAVES CW10, �� '?O! P.... ..: o.ti C'w, 6-6.81 Rcrl n7E5 ...J3o. /EQI>ESiiM D!: Mo�aile Home Center, Inc. AND WHEN RECORDED MAIL TO - WK (D_ept of_.Public Works sTTW 7 C_o u n t y C e_n t_e r Dr. ADDRESS arr Oroville, CA 95965' STATE, ,.e a 9�251 09 91-023109 1 Total 00 Recorded I I Offfcial Records County of 1 Butte Candace J. Grubbs Recorder 9s56am 21 -Jun -91 I FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME, (MOBILEHOME), OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document sholl be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all per - ions thereafter dealing with the real property. John P. Finkelson Butte County Building Department REAL PROPERTY OWNER/LESSOR LOCAL AGENCY. ISSUING PERMIT and CERTIFICATE OF OCCUPANCY _5400 Hi ah Rocks Court- 7 L'ount"y CAtlt-Pr Drive MAILING ADDRESS MAILING ADDRESS _Orovi 1 1 P Rl]t-tP C`A 95966 nrnvi 1 1 A Rntt-P ('A gdgFiS CITY COUNTY STATE ZIP CITY COUNTY STATE ZIP Same 1157-91 A (916) 538-7541 INSTALLATION MAILING ADDRESS, IF DIFFERENT BUI G PE IT CITY COUNTY STATE ZIP Same UNIT OWNER (If also property owner, write "SAME") MAILING ADDRESS CITY COUNTY STATE ZIP UNIT DESCRIPTION TELEPHONE NUMBER 6/19/91 NATURE OF LOW AGENCY OFFICIAL DATE Mobile Home Center. Inc. DEALER NAME (If not a dealer sale, write "NONE") 91215 DEALER LICENSE NO. Home Systems 1991 Bavwood 183 MANUFACTURERS NAME DATE OF MANUFACTURE MODEL NAME/NUMBER �HSCASNAB9l 3212.96 26' 8 x 60 —"PFS `-230288/89-- SERIAL NUMBER($) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION ASSESSOR'S PARCEL NUMBER 69-31-35 LOT 470, AS SHOWN ON THAT CERTAIN MAP ENTITLEp, 'KELTy RIDGE FSTATFS UNIT NO 4C"' WHTC'H MAP WAS RECORnFT) TN 'THE C)FFTC'F C1F THE RF.0 ORnFR QE THF C'OTT TTy OF Ri1TTFr STATF OF C'AT TFC)RNTA' nXI MA". 1978r TTN Rnnx AA nr MAPS., AT PACS 9r 1n.- 11, 12, ANTI 1 2 C7 HCD FORM 433(A) 4/86 EN® OF DOCUMENT pQ,0Et1T Or HOGS W 0 I o I C0 44, 4"YITY 00ok�l Addrsu or Location of Leval Description of Real Property — < dc_ aT r CCU nir' 8 5400 Hi h Rocks Ct., Orovillle� A.P. #069-31-0-035 R 0.1157-91 LOT 470, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "KELLY RIDGE ESTATES UNIT NO. 4C", WHICH MAP WAS RECORDED IN THE OFFICE ON MAY 2, 1978, IN BOOK 66 OF MAPS, AT PAGES 9, 10, 11, 12, .AND 13. A FTMobilehome/Manufactured Home r1 real property described above by installuatoo afoundation e'rcilCoachas beenaffixed to the Health and Safety Code Section 18551. systemPursuant to Owner's none Owr»r'saddress, 5400 High Rocks Ct.; Oroville, CA 95966 INSIGNIA OR HUD NUMBER: PFS 230288/89 MFACIua HSCASNAB91321296 SERIAL NUMBER OR V,I.N, $ NqM� HOME STEMS/BAYWOOD YgAR30F MANUFACTURE: 1991 6/19/91 Iib Aoo• ti.orab,, MCD 313C 071601 M' Oar, Cown•—a--ft«. Mr --40W s q.. (916) 538-7541 STATE OF CALIFORNIA r �. •w. •r DDD � DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT 4'�.m.�`•a� DIVISION OF CODES AND STANDARDS REGISTRATION AND TITLING SECTION ' STATEMENT OF FACTS This unit is a: Li Mobilehome [] Commercial Coach Floating Home Truck Camper Decal (License) No.(s) Trade Name Serial No.(s) .TO BE PROVIDED BAYWOOD 183 TO BE PROVIDED PFS -230288/89 HSCASNA&B1321296 I/We, the undersigned, hereby state that the unit described above: is authorized to be placed on a permanent foundation located at 5400 High Rocks Court, Oroville, AP# 69-31-35. Affiant further agrees to indemnify and save harmless the Director of Housing and Community Development, State of California, and subsequent purchasers of said unit, for any loss they may suffer resulting from registration of the above-described unit in California, or from issuance of a California certificate of title covering the same. I/We certify under penalty of perjury that the foregoing is true and correct. Executed on April 15, 1991 at Oroville CA (Date) (City) (State) Signature of each affiant Printed name of each affiant Gary L. Farris / Mobile Home Center, Inc. Address 1838 Feather River Blvd. City Oroville State CA HCD 476.6 (Rev 11/86) 1rw.�iii�'��ai�'nN�:.RFS/A:11:.'��1-..._.._�...�_....�_-.::�'rt:__.___.. _..._.:•.'�.':::�^�. .... --. :. .. .3.: 'RECORDING REQUESTED BY: MID BOY TITLE CO. Escrovl No. 3-116105 Loan No. _ WHEN RECORDED MAIL TO: MR. b MRS. JOHN FINKELSON 10187 GRINDING ROCK DR. GRASS VALLEY, CA. 95949 s,0—a 1662 90-047662 : Rec Fee 5.00 DOC 26.40 Recorded Check 31.40 Official Records County of Butte Candace J. Grubbs Recorder f 8:00am 7 -Nov -90 1 CD 1 SPACE ABOVE THIS LINE FOR RECOROER'S USE MAIL TAX STATEMENTS TO: DOCUMENTARY TRANSFER TAX &_-__2-6,A2. SAME AS ABOVE••• Computed on the consideration or vacua o1 property conveyed; On Cgtnputed on the comideretion or value iynena or encurnb ams, 17&imnlf at time of ere A.P. NO. 69-31-35 ssn•ruj`t) 1i.•nr or Ap•nr mintnsi•a_ FIM N,m• MID VA ZE.Y TITL ESCROW COMPANY i GRANT DEED TIZANSFER i TAX PAID FOR A VALUABLE CONSIDERATION, receipt of which iir hereby acknowledged, DOROTHY L. DIRKS, husband and wife andELMER D. S EDWARD DIRK DIRKS and j F. STELLMACHER, husband and wife TEI.I.!lACHER and BETSY i hereby GRANT(S) to JOHN P. FINKELSON and MARJORIE G. FINKELSON,husband and wife, as joint tenants the real property in the,CH,61 unincorporated area County of Butte State of California, described as LOT 470, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "KELLY RIDGE ESTATES UNIT NO. 4C", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF ! • THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MAY 2, 1978, IN BOOK 66 OF MAPS, AT PAGES 9,10,11,12 AND 13. ESTATE OF CALIFORNIA I E1 COUNTY OF 0 On_—QCT0 1 �—T 9 4 D _,before me• the undersigneot a Notary Public in and for \ said State. pe•-,enaltyappeored—M-WARD DIRK nig AND_DORO i. nTR i F 1 c t Personalty known to me for proved to me on the basis of Satis- factory evidence) to be the person(s)whose names) is/are sub. >_ SCrlbed to the within instrument and acknowledged to me that OFFlCIAI. FEAL • FS he/she/they executed the same ANGELAD. V-E10TT0 NOTARY LICCAIO:VIA •• „ Rncw JO!xst,OfTTE wuty • u / WITNESS my hand and official seal N. (glVri;ae:n Frrv' SEPT, 1�•t • yq • (This area for offkt•t Dated__ OCTOBER 18, 1990 STATE OF160 I COUNTY OF � ortO�t.L1 ,RSD batons me, the undersigned a Notary Fubllc in and for mid Stats. per• sonetty Appeared -z.., C 0. ;� � �•� �- LTi ~ r• DIRK DIjtKS , 414MER D. kTELLMACHER BETSY F. STELLMACHER personalty known to ma for proved to me on ilia basis of sulshrctory evidence) to be the perso fal whose name(sl Wars subscribed to IM rltfun instrument end ackr10v1e0ge0 t0 me that h the same. NOTARI A= :;U1 . WITNESS �y )lamb and oHieyt eel,' i U;q�.II.RUNv 1`2L97Kt'f FA i j IITUw)2$IOM!},,n..$1793 lim. uw lar othcld nuua.t van t Ioo2 16/821 MAIL TAX STATEMENTS AS DIRECTED ABOv9ND OF DOCUMENT z I CERTIFICATION DATE STAMP AREA The applicant and dealer signing below state to the best of their knowledge and belief that all statements made in this application are true and correct. The dealer further certifies that the described unit is in compliance with all provisions of the Health and Safety Code and the department regulations adopted pursuant to the Health and Safety Code. SIGNATURE(S) OF NEW REGISTERED OWNER(S}--LINES A -C: (D) DEALER NAME: r^ t.... By (E) DEALER ADDRESS: - , -, SIGNATURE OF AUTHORIZED AGENT (F) SALESPERSON NAME: ! ; ='t;; ! r? r I'.` < - SALESPERSON NO.: / r COPY .1—DEPARTMENT COPY COPY 3—ASSESSOR COPY�J COPY 2 -CUSTOMER COPY COPY 4—BOOK COPY ' `o • M 203495 ..f/aHIiNHH.. Department of Housing and Community Development Division of Codes and Standards - Manufactured Housing Section �� DEALER REPORT OF SALE NEW MOBILEHOME DECAL NO. TRANS CODE NMH'��•�,., MCO CONTROL NO. SITUS COUNTY CODE TAX TYPE (CIRCLE ONE) t pT EXT CALIF. DEALER LICENSE NO. GATE OF TRANSFER TO DEALER USE CODE (CHECK ONE) ORIGINAL SALE PRICE ORIG. COST CODE ;. -= ...;.\.-^ _ SFO Q MFD ❑ i.. .. .:� 1 l l NAME OF MANUFACTURER , MANUFACTURER LICENSE NO. MANUFACTURER TRADE NAM MFG. MODEL NAME OR NUMBER DATE OF MANUFACTURE FOUNDATION TYPE (CHECK ONE) DATE FIRST SOLD NEW 18551 (PERM) 18813 ❑ (Flaw UNIT (1-4) MANUFACTURER SERIAL NUMBER(S) HUD LABEL NUMBER(S) LENGTH (INCHES) WIDTH (INCHES) WEIGHT (POUNDS) ADDITIONAL UNITS ElRECEIPT NUMBER RECEIPT DATE CLERK REGISTERED OWNER(S) (PRINT TRUE NAMES): LAST NAME FIRST NAME MIDDLE NAME OR INITIAL PPF ILT 3 MRF PEN 1 IF APPLICABLE, CHECK ONE OF THE FOLLOWING: ❑ TENCOM OR ❑ JTRS ❑ TENCOM AND' ❑ COMPRO PEN 2 CURRENT MAILING ADDRESS:C:; r`• FUTURE MAILING / ADDRESS: V _ `r i 1 / 1' LOCATION ADDRESS OF UNIT•1 ', _ - _ �< < TRF DUPT DUPR suao STREET CITY COUNTY STATE ZIP SUBS LEGAL OWNER: (4) — REPO (5) RREG IF APPLICABLE, CHECK ONE OF THE FOLLOWING: ❑ TENCOM OR ❑ JTRS ❑ TENCOM AND ❑ COMPRo RSF PLT MAILING ADDRESS:. SIT STREET CITY STATE ZIP UTP RT FIRST JUNIOR LIENHOLDER: (6) ASF (7) MHP IF APPLICABLE, CHECK ONE OF THE FOLLOWING: ❑ TENCOM OR ❑ JTRS ❑ TENCOM AND C1COMPRO CCP MAILING ADDRESS: — STREET CITY STATE LP Ann a f-1 TOTAL I CERTIFICATION DATE STAMP AREA The applicant and dealer signing below state to the best of their knowledge and belief that all statements made in this application are true and correct. The dealer further certifies that the described unit is in compliance with all provisions of the Health and Safety Code and the department regulations adopted pursuant to the Health and Safety Code. SIGNATURE(S) OF NEW REGISTERED OWNER(S}--LINES A -C: (D) DEALER NAME: r^ t.... By (E) DEALER ADDRESS: - , -, SIGNATURE OF AUTHORIZED AGENT (F) SALESPERSON NAME: ! ; ='t;; ! r? r I'.` < - SALESPERSON NO.: / r COPY .1—DEPARTMENT COPY COPY 3—ASSESSOR COPY�J COPY 2 -CUSTOMER COPY COPY 4—BOOK COPY ' `o • M 203495 Y S RESIDENTIAL F60-31-35 1157-91B,P,E j FINKELSON, John f 5400 High Rocks Ct, Oroville Cont: Better Builders (mh on perm fndn) • ea SS} `r : lcS 24-362-9 ' gsC4 S��13 91,32- rZ�C v.' 3 �r rt . F 6-_tet OFFICE COPY Address I GAS Date l Meter By 1 ELECTRIC Meter By Date t L _ J JOB FINALED (Date - Signature,!/ J=OK O = Not OK Not Applicable Not Ready MOBILE NAMES ' = Date MOBILE HOME UTILITIES (Plans) OK except Ws 1. Zoning Requirements -Setbacks -Easements 2 Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/. /Amp -Concrete 6. Gas; Location -Test -Wrap: / /"L"ft. / /"Nat..or/ /"L"ft./ /"LPG 7. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances , 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy i Date Card B-1 DateCard B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS. CARPORTS, GARAGES, (Plans)OK except O's 1. Zoning Requirements -Setbacks -Easements 2 Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Coonectors Shthg.-Rfg: Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except Ws ` k 1. Setbacks -Easements 2 Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.: Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-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 V=OK O = Not OK - = Not Applicable Not Ready RESIDENTIAL (Single ' = Date UNDERFLOOR (Plans) OK except #'s 41'-Zon Wig., Main; Soils-Elec. Grnd.-/ P' Fig. Depth 3. Fig., Garage; Soils-Steel-Elec. Grnd.-/ /" Fig. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Fig. Depth 15 emwalls, Main; Steel -Bloc kouts-Wrapped 6. Stemwalls, Garage; Steel -Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -fireplace Ftg.-Steel W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. Gas Pipe; Size -Anchors 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pieyims & Ducts; Clearance-Material-SupporJns. Girders -Sills -Anchor Bolts -Joists -V -C s 15. Insulation Date Card 8-11,&1-4 Date Card B-1 Date Card B -1g Date Card B-1 Date PLUMBING (Permit) OK except #'s _ 16. Water Htr.; Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchor -Nail Protection 18. D.W.V.; Test -Fittings & Anchor -Nail Protection 19. Shower Pan; Test. First Floor -Tub Access 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe; Size & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 23. Elec. Receptacles Spacing -Lights & Switches at Doors 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Meth. Fastners-Bond Gas & Water 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Clothes Closet Light -Shower Light -Spa Light 33. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 34. A.C. Ducts Insulation & Support 35. Vent Fan; Exhaust above insulation 36. Condensate Drain & Overflow: Size & Grade 37. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 38. Attic Access & Platform if Furnance in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card 8-1 Date FRAMING (Plans) OK except #'s 39. Sils, Proper Material & Anchors 40. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 41. Bearing Walls over Girders & Floor Nailing 42. Draft Stop in Walls (rat proof) 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44. Headers & Beam -Size & Bearing i & Duplex) Date FRAMING (Continued) - 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Ring. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Slop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing 51. Property Line Firewall & Openings 52. Ext. Doors -One T -Check Garage -3rd Story, 2 Exits 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55. Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic, 58. Shear Walls; Nailing -Bolts 59. Insulation -Walls -Ceilings 60. 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 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel; Breaker Sizes & Labels 67. Stairs & Rails 68. Fireplace or Stove; Clearances -Hearth 69. Elec. Outlets at Wood Panel; Int. & Ext. 70. Kit.Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance 71. Elec. Outlets & Receptacles at Kit. Counter 72. Garage Fire Door; Swing -Landing -Closer 73. A.C. Duct in Garage -Damper 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor-Mech. Protection 75. Plb., Elec. & Mech. Equip. Listed for Location 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protection 77. Insulation -Foam -Looked in Attic ❑ Yes 78. Guard Rails & Deck Construction -Post Caps 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No: Planters ❑ Yes ❑ No 81. Stucco; Brown -Finish 82. A.C. Unit; Disconnect, Electrical, Plumbing 83. Vents Above Roof; PIbg.-Appliance-Firep lace. -Clearance to Openings 84. Water Well; Disconnect, Electrical, Plumbing 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 86. Ventilation Throughout House 87. Glass Protection 88. Corrections from Previous Inspections 89. Gas Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval 91. Energy Compliance Certificate -Other -Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: (NOTE: An entry must be made each time you visit job site) COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS " 196 Memorial Way, Chico — Phone: 891-2751 • 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE OWN E R PERMIT NO. }Y A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is have an you If completed. p y y question pertaining to this matter, or need additional explanation, please contact this office immediately. • � rte; ,•S fj *i t S a� eS /�� ~' Date � � Inspector _ '�; COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS M . 196 Memorial Way, Chico — Phone: 891-2751 :f 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307- CORRECTION NOTICEt -•4,t k ,,ls4,v14 OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance -;i exist at the above address and should be corrected. Please notify this office , when correction of work is completed. If you have any question pertaining to this; matter, or need additional explanation, please contact this office immediately. r IFf/I Ld'A (I �id"I /� SC P c lbw jyc.} do '7_ it "C� D �r� s•�Gf S � d 1 -�y +�R�' � C�iA� lQ Cwe.� c ' Date ,� 2 Inspector �S .7i COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541_ " 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE AS 7 OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office :r whe correction of work is completed. If you have any question pertaining to this ter; or need additional explanation, please contact this office immediately. -,ICA , V G[L "'j z4j (14,�1, Z 4? .0g4�/ ►i 1 tl =i +S +c Date Inspector COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS-+ 196 Memorial Way, Chico —,Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 4 747 Elliott Road, Paradise — Phone: 872-6307 - _j CORRECTION NOTICE -` OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office �L when correction of work is completed. If you have any question pertaining to this v matter, or need additional explanation, please contact this office immediately. 443eko yQ�G.e` ah, ci«IL �,r,'o� fu C�t�.s�vctc��os1 �a -ry :Z4 «+gig +1Y s i "_V!Y! �'`e 3 .:s r A; Date / / Inspector COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. • 7 Counf/teiter Drive - Orovllle, Califoh1d95965 - Telephone: 916/538-7541 04 APPLICATION AND PERMIT r a ASSESSOR PARCEL NUMBER -31-35 ZONING n + BUILDING PERMIT OWNER John P. Finkelson TELEPHONE 272-2102 SQ. FT. OCC. BUILDING VALUATION 192 00 9 0 OWNER'S MAILING ADDRESS 10187 Grinding Rock Dr., Grass Valley 9594$ 1560 62,400 CONTRACTOR'S NAME Better Builders TELEPHONE 589-2574 CONTRACTOR'S MAILING ADDRESS 5263 Royal Oaks Drive, Oroville Fireplace CONSTRUCTION LENDER None UNKNOWN Total Valuation $ Filing Fee 2 328 $ 10.00 LENDERS MAILING ADDRESS Permit Fee $ 164.00 ARCHITECT OR ENGINEER None LICENSE NO. Plan Checking Fee $ 9-2.77- Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 5400 High Rocks Court Permit fee $ 256.00 PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00. Solar or heat pump water heater 20.00 LOTNO. L{? SUBDIVISION NAME /^ PA CEL MAP �2 -[ C ��O'' �"� Water piping 5.00 5,00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome[NX Other SPECIFY Gas piping system 1 - 5 outlets 5.00 5.00 Building sewer 5.00 5.00 Mobile Home S I G I W O.00ea TYPE OF WORK Newa Addition❑ Remodel❑ Utilities❑ Installation❑ Other ❑ Describe work: MT4 Tarm fdn - Permit Fee $ 25.00 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 1100V OR LESS 100 AMP OR LESS 10.00 1 .00 Main service EA. ADD'L 100 AMP 2.50 2.5 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): �licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Coe and license is in full fJ e and effect. License No. 2 Classification. / ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUPM OR ADDNSBLDGS. / , it /a2sga NEW CONSTR.ACC. U TI -OUTLET NON-RESID BRANCH CIRCUITS) 2.50e (POWER APPARATUS e) SINGLE OUTLET CIR, �(. Cccup(OUTLETS OR FIXTURES eALo90 DAL930 Ex. Occup. OUTLETS ED AP(RESID )LNS.REA.1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. �yirin 9 15.00 Permit Fee $ 22-50 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑Th permit is for $100.00 (valuation) or less. have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling g Hood 3.00 Ventilation - - - - Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the ab-ove-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way, accrue against said Co ty in con rice of the granting of this permit. / X ,� e �, Date _?/ Signature of Applicant — Owner F-1 Contractor ❑ AgentH� An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ E HAz. CUA- PARK cH FLD P� PD 103 HD, Issue, This permit is hereby issued under the applicable provi- sions of the Butte County. Code and/or resolutions to do work indicated a ove for which fees have been paid. I TO Q PUBLIC WORKS ^ i BY0Date PERMIT EXPIRES/Date Receipt No. �e`� WNITE-O.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR. 'GOLDENROD-APPLI CANT .:, C0UNT3,-1: R'UTTE - DEP.ARTMEaT'8�11PUBLIC WORKS - BUILDING DIVISION ��rr 7 COUNTY CENTEF�LDEIIVE=�OROVILLE, CALIFORNIA 95965 -TELEPHONE: 916/538-7541 y' t PERMIT APPLICATION DATA SHEET Permit No. OWNER- Ja ffiti �' �/V A -f %/y A. P. No. — 3 3,�—, Proposed Building Use /!'� f/%?/� d" f Building Inspector Date 7 At time of ;permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED ,1.. All items have been submitted . .................................... "..2. Plot plans in duplicate/triplicate, signed by preparer of plans ........ 3. Complete plans in duplicate/triplicate, signed by preparer. of plans . . 4. Complete engineered plans and calcs, with wet signature on plans .. �5: -Hazardous Material Form ......................................... . 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions....................................................... 10. Fees.,of.$- ......................... w 11. Chico Urban Area fees paid ...................................... 12, Park �fees paid U 13. le, 0 School �trL*ct fees paid ............../— �� D X` 14. Sanitation approval from Health Department 15. City of Chico plumbing permit ..................................... f 16. Plot.plan and business license approval from City of• (see City for other requirements)' Y 17. Planning approval for (A) Use: (B) Parking: r` 18. Improvements may be required. Contact Land Development Section DPW r 9. Driveway permit (construction approval required prior to occupancy) N 1' 20. Pre -Inspection for required Pre-inspec. request to + Building Inspector (Date ��• 21. Contractor's license information (No., Name Style, Classification) ... -� t R . 22. Certificate of Workmans Compensation Insurance ............. ;. &3. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... 24. Recorded copy of Agricultural Acknowledgment Statement ... 2"; Letter of signature authorizat' n , -� b r G�wu`b i- 4-QN_- • __���t7 �— 1. {� S�c�Jdv � dd When you issue the permit, process as follows: Mail to ow r. FZ 'ac Mail to contract r. /d G Telephone and hold for pickup at office. Deliver w/inspector. Other a Y Applicant i Date 5'13 Copy of Haz-Mat form sent Health Dept. Fire Dept. _____AirPollution Date Copy of plans sent Health Dept. Fire Dept. Ot'herj Date By The following data must be submitted i r t p it issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items requir,pd: 6 49Rio ( y ,....�.�.,.. �. z.T_._•�....i.�•i ire Contr designer, owner, was advised of/above required data by— hone�nail—counter b11 -) date ontractor, designer, owner, was advised of above required data byJZphone—mal l_counter by j�'(AI date Lj Pl�arys checked by f "GDN S1 ( 1 Plans approved b +o►2(+ Date 5113181 pP Y Copy—DPW Sets ofP'Ijns' n Mild in File cabinet AP folder 671 TO: Building Department FROM: Encroachment Permit Section RE: Driveway Clearance �. owner lo c ion AP # Driveway permit �/ 0 �� / / has been issued for the above property. siA;?t4ure t date �1 COUNTY OF BUTTE •DEPARTMENTs OF PUBLIC WORKS PERMIT N0. 7 -County Center Drive - Orovllle, Callfornia 95965 - Telephone: 916/538-7541 ' APPLICATION AND PERMIT A53ESSOR PARCEL NU M$ owN ZONING .BUILDING PERMIT TELEPHONEro a a SO. FT. OCC. BUILDING VALUATION O N R'3 M 1 G AOOR E33 d/- oe�. p CO RAC R'3 N -TELEPHONE-90 / is 'CONTRACTOR'S ILIN ADDRESS w , �, �, Fireplace CONSTRUCTION LE ER]UNKNOWN Q. Total Valuation Filing Feea �7 K.. b 10.00 LENDER'S MAILING ADDRESS _ ARCHITECT OR ENGINEER LICENSE NO. Permit Fee Plan Checking Fee s 06 $ ARCHITECT OR ENGINEER'S MAILING ADORESS Energy Plan Checking Fee $ Penalty S BUILDING AD RE55 Permit fee s O� f PLUMBING PERMIT Filing Fee 10.00 Each Trap 2,00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 O Each gas water heater or vent 5,00 USE OF STRUCTURE SF ❑ Duplex[] Mobilehome Other SPECIFY Gas piping system 1 - 5 outlets 5.00 p Building sewer 5.00 Q Mobile Home S I G I W 10.00 ea TYPE OF WORK NewAddition ❑ Remodel ❑ Utilities ❑ Installation[] 0th ❑ Describe work: 1 Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service j00 AMP ORSLESS 10.00 0 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification. El i, as the owner, Of my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract - ors. (Sec. 7044) ❑ 1 am exempt under Sec. , Business and Professions Code for this reason' Main service EA. ADO'L too AMP 2.50 NEW CONST. DWELLING OCCUP.a` OR ADONS. ( ACC. SLOGS. ! h¢sgft NEW CONSTR.MULTI-OUTLET) NO N.RESIO BRANCH CIRC ITS 2.50 ea POWER APPARATUS &) (SINGLE OUTLET CIR. Ex, Occup(OUTLETS OR FIXTURES 209300 e ALO 30 NS. EX. Occup. OUTLETS IRFIXED APP LESIDOR .) EA.� 2.00 Temporary service 10,00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee S r WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): The permit is for $100.00 (valuation) or less. 1 have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3,00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X DateThis Signature of Applicant — Owner Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct. ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee S occ CONST TYPE 2 TOTAL FEE -I$., j HAZ CUA PARK SCHL FLo coFPAR Po 1 Ho. ISSUE permit is hereby issued unser the applicable provi- sions of the Butte County. Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date PERMIT EXPIRES Date Receipt No. WNIT[-D.P.W., TCLL0W-Asac3soN, PINK -INSPECTOR, GOLOCN*00-APPLICANT ,�'�`��'3^'Y�°�`-!`�C O�� '"" �' �%f''�'tc��'�ri" '�i�: '•`•'iii: �'�`« : ..i: +'s.-•. �'y�, BUTTE COUNTY SCHOOLS LEVELOPMENT FEE CERTIFICATION FORM (One Form per Building) A.P. Number. (Q 9 - 3/ ' Building Department No. School District O& —i55 e�Mity F-1 County` ' Jurisdiction Property Owner Project Location/Address'"( Subdivision Lot Number Residential Development: / / D Sq. Footage # of Living MHI Addition (Group`R) Units - Commercial/Industrial: aSq. Footage New Addition (Including'Exterior Roofed Areas) Building Department Representative. at (Floor Plans reviewed by School District Personnel) District Id No. School District certifies that pplicant Name) (Phone Number) vo (Street Addr ss) (City) (State) (Zip Code) has complied with the requirements of Resolution No. by the payment of $ �S' .(o representing 1 �99 square feet. School'District Represen ative. Date PAID BY CHECK NO. BANK NO PAID BY CASH white -applicant, yellow -building department, pink -school district SCHOOL.FEE (8/88) PRE-INSP'tCTION OWNER: N��C. 4t%E/� DATE LOCATION : A.P. CONTRACTOR: ZONING Ak PRE -INSPECTION FOR: DATE TO INSPECTOR �j J --------- .-- --------------- PERMIT HISTORY: NONE AS FOLLOWS: TYPE OF OCCUPANCY ------------------ FIELD - INFORMATION BUILDING USAGE: 14' TENNANT: OCCUPIED Q�HAS ELECTRIC S GAS AS SANITATION FACILITIES Q HEATED -COOLED PERSON CONTACTED! /V w OTHER COMMENTS: a� a s� ySAJ5 /AWI, AU4,. n ACTION COMMENDED: .ISSUE E] HOLD FOR OTHER: BY DATE 27 �� �arnhart —_Droidn & 0JJ0clatej 4yjWA ifornia Corporation 1891 B Robinson Street P.O. Box 1576 Oroville, CA 95965 916/534-1911 FAX 916/534-0908 CIVIL ENGINEERS LAND SURVEYORS May 6, 1991 Mr. James Glander Chief Building.Inspector Butte County Building Department 7 County Center Drive Oroville, CA 95965 RE: Building Pad 5400 High Court APN;60 31 35, Dear Jim:z Alan — Brown, P.E. Richard Barnhart, P.L.S. Enclosed in duplicate, please find compaction test results taken for Better Builders Construction on a proposed mobile home pad. Representative tests taken indicate that the average relative density is in excess of 90%. If you have any questions please feel free to call. Very truly yours, Barnhart -Brown & Associates Alan G. Brown Civil Engineer ABG/rs Enclosure 91-038 cc': John Starr _-N 7 -Darnhart — ,Dnoi�n -d aji0c,i0tei RELATIVE QFNS-FTY TESTS --FOR Client �QWCGVS Owne'r 1881 A Robinson St. P.O. Box 1576 Oroville, CA 95965 9161534-1911 CIVIL ENGINEERS LANDSURVEYORS Location d< (?c)W;' AP No. 6o - 31 •3!;, Type of Construction Equip. for Compaction 61� Personnel Presentel C-1Ow Operator e =ch SOIL opt: Wet opt M Opt Dry1*, 0 Opt M% Ms COUNTS DS Prev. M Avg. S - Test No. 1 2 3 4 5 6 7 8 9 0 Blw..' Fd ,.Time .j, 01T. 'IoT ozov OT A ,:MC 1391, 13.6 13b 1.i 131� 1A 1346 WD IDD .M R. Al ITT I 1h.1 1-74 M L EE R " .el. We, - 1. Dry I Jo's -..__9,mments: -5 P ED. —Darnhart --3rozon 42ijociatei 9F RELATIVE'DENSITY, TESTS FOR W�GZ Client -Own*e'r 1881 A Robinson St. P.O.Box 1576 Oroville, CA 95965 -9161534-1911 CIVIL ENGINEERS LANDSURVEYORS Location �;40c� lil(4H 1?0� Oc)otr AP No. 60 - Type of Construction ?1,0LLj1k-\ Equip. for Compaction Personnel Present 1 &(1C-wvw Operator A, IT, AA L SOIL opt: Wet Opt M Opt Dry X50, —0 Opt M% COUNTS. Ms DS- Prev. M Avg. S Test :No 1 2 3 4 5 6 7 8 9 0 B W. - - z I Time 1644 Depth 13 If 0T 0 T <?j, 01 �Ibr OT &,ar 6 % M,CZVL-'. Z14 ELI 19 ( 211 -DC -S3.6 M lq"q A-3 ITT 16.1 M A ':Rel. Wet Rel..'Dry 10T RIZI. 1013 1 .\a,om'm.6nts` - t) A 4, N zon Q9jocia't'ej - IT RE L--ATIVE.."-.FM.r-.NS'ITY--.TEST'S- FOR Client Owner. cam (11 1p -j 1881 A Robinson St P.O. Box 1576 Oroville. CA —:--;65 9161534-1911 CIVIL ENGINEERS LANDSURVEYORS Location � 0cj 1" G Op d< Cdtkc—i AP No. 60 31 S!; Type of Construction Equip. for Compaction Personnel Present T. 131elewv Operator Sketch: -N- T SOIL Opt.:'Wet Opt M Opt Dry 1--�6,0 Opt Mc,.L, Ms COUNTS DS— Prev. M Avg. S Test No. 1 2 3 4 5 —T-6 7 8 9 0 Blw. FG Time Depth MC 1?A1 1010 1,6 S chq- 3.512; �D J3,2, 13-6, T M. 11's Bio M ."Pel. Wet Re[.. Dry L, �1& 103 R3. ?e C. - ments .3 4 2A Let>,- c CITY OF DEPARTMENT OF BUILDING & SAFETY PLOT PLAN DATE:, BUILDING PERMIT NO. I P/L I I I I I. t I f t I IP/L I � — -t- — P / L — STREET: LOT No.: Name of Park: Street Address• Name of Tenant: Brand Name: State Approval #: State Model # Installer: Address: Telephone: Describe Work to be Done: Cost: $ We, the undersigned, hereby approve the installation of the above structure and agree that the information furnished herein is correct and in accordance with all applicable provisions of the Health and Safety Code and Related Rules of the State of California. Tenant: Park Manager Signature Signature ° ° CYA V: n :.r9m 0D �I vbv 0 6 o O p s i 0?0� on oa 0 1. y 81'. �{ 0 a ,r� Fyv 1Dj AD- 1.03 - d) ;6 3.00" 1sn�y e o" P a s = o y3 o" 0' - 1 u' aAn 0' 3 0 A O y 0 It; c py A r 1.50" L 0c Vi 2.5(0•• s {S� 4 too• e�" a.o" i 3 °p i • TYP. 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DESIGN APPROVAL AND INPLANT CONSTRUC- l DMe Si" TITLE: TION INSPECTION PERFORMED BY PFS CORPORATION.1 IND ALL HOMES BEAR THE RED METAL HUD. LABEL AS DATE -DATE:66 - NO. SUCH CERTIFACATION. �LENrs SHT� aj3 DRAWING TITLE PAGE NO. INDEX 1 LITERATURE FLOOR PLAN 2 PLAN APPROVAL 3 SPAN CHART 4 CROSS SECTION � 5 FOUNDATION LAYOUT fi FOUNDATION TYPICAL Z FOOTING SIZE, PIER SPACING. - ?� 13 8. FOUNDATION SYSTEMS 9._. FOUNDATION DETAILS 10 GARAGE ATTACHMENT/DORMER 11 GARAGE 12. SITE INSTALLED EAVES 13 ?� 13 ®3AOdddb MM > > ;>ItA i. o sil Q � U�11 I �U>• �Y �� vi o� u- ;j lJ �� V Nom/ 3 MIMI D g \v v\ �J x > > ;>ItA i. 7 I U ;j vJ � v g �o x W J � ►Tr _ ( Y Z W Z I h J '- o h x > N .��� elt"UN I 'IT� � ' � � �� � I � � a 1.�cc 3 C 3 � 3 Q ' oil _I > ' g r911 CA > > ;>ItA i. I ;j vJ 0� \4L. x > N .��� elt"UN I 'IT� � ' � � �� � I � � a 1.�cc 3 C 3 � 3 Q ' oil _I > ' g r911 CA > > ;>ItA i. I vJ 0� \4L. > N .��� elt"UN I 'IT� � ' � � �� � I � � a 1.�cc 3 C 3 � 3 Q ' oil _I > ' g r911 CA > > ;>ItA i. I > N .��� elt"UN I 'IT� � ' � � �� � I � � a 1.�cc 3 C 3 � 3 Q ' oil _I > ' g r911 CA > > ;>ItA i. vJ J _ 3 SPEA-44ING: APPROVED VAULTED TRUSS Z W O.C. Ie ' EAVE OVERHANG 14ARC)150ARD SIDING R-11 INSULATION - AIL A 2 xe; RIM 3015T TYPICAL. PIER 5UPPOF,r AND _;_F`OOTING HARDBOARD SIDIN 27x6 RIM JOIST Z- BAR Z-6AR = VAPOR BARRIER Z>4' TOP PLATE Y2" FLOOR OEGKING 2,'X47 FJ. z I60QC. f?OOF CAP 220#5HINGLE5 OVER ?- LAYERS LAYERS 15# FELT OR PLYDRY .APPROVED 5TANC)ARD TRUSS.Z (6"0.C. DETAIL'15' 1�2 Cl=1LING BOARD R-21 INS.U.LATION - � - VAPOFZ 5ARRIER 2'x3' TOP PLATE 2X3",v 16 OR ?A, 0. C. MARRIAGE WALL. %j OR -(WALL I'x BOTTOM PLATE 2'X6 J015T 2X6 FJ. I(Gt" t7 C :12°' MIN.- 36MA)( 41 i n41 _ +� 5 WEATPERPRCOr f00TING .(T`CP.) 8, 10 OR 12" UNDERLAYMENT COLUMN SUPPORT(TYIF) I- E'6EAM MATER AL _R I I INSULarION -_20-4 z 16" O.C. –:FLOOR DECKING /-.2.x6, 4) 16 O.C, 11 -16 E:AVE OVERHANG 1PARD50ARD SIDING 2 ,X4n Z 16n O.C. 9-11 IN5ULAT I ON — 1"x4 BOTTOM PLATE Z -BAR r. 2XA WALL TR FATED LUME5ER �- TYPICAL PERIME=TER \VALL 716 !* FLOOR DECKING S Yo - 11? Z ON 51TE CONST.. _ BY ANY OTHERS SEE APPROVEC) FOUNDATION PLAN . TICRO S STION! APPROVED "fRU55 v'7 I60YPAL C 5 EC C. NOTE 1. 220# S 41NG, F=5 TYPICAL PIER 4 FOO -((NGS 1510 FELT OR PL:(DRf SHOWN ONLY. 5EE APPROVED FOUNDATION SYSTEMS. 3/e 5l EA-114ING (PAGES 6-(0) TRIM BRD.-_SILL PLATS VAPOR BARRIER-� 3N5TALLF-D _CEILING -BOARD � BY OT>•••1ERS. FOOTING SEE 27x4" -TOP PLATE --7/ APPROVED PLAN. .2,Xgn iD l6N_0.C. D ETAIL AI (5EE'AL50 F 10) SIM HARDBOARD 51C�ING D E TAI L'f5 (SEE AL -50 P 13) METAL FLA514ING 14ARDBOARD FASell C ��� 16 SAVE NCS Q�� AQP Home Systems, Inc. Dau Si" TIRE: CW55 SECTION oRAwn er: DATE: 6'fJ-89 NO. SCALE N-� 5 IS. r_orl�-> ssi ca � 0. 17918 OF C fid`'®� = Y2 CEIUNG BOARD 716 !* FLOOR DECKING S Yo - 11? Z ON 51TE CONST.. _ BY ANY OTHERS SEE APPROVEC) FOUNDATION PLAN . TICRO S STION! APPROVED "fRU55 v'7 I60YPAL C 5 EC C. NOTE 1. 220# S 41NG, F=5 TYPICAL PIER 4 FOO -((NGS 1510 FELT OR PL:(DRf SHOWN ONLY. 5EE APPROVED FOUNDATION SYSTEMS. 3/e 5l EA-114ING (PAGES 6-(0) TRIM BRD.-_SILL PLATS VAPOR BARRIER-� 3N5TALLF-D _CEILING -BOARD � BY OT>•••1ERS. FOOTING SEE 27x4" -TOP PLATE --7/ APPROVED PLAN. .2,Xgn iD l6N_0.C. D ETAIL AI (5EE'AL50 F 10) SIM HARDBOARD 51C�ING D E TAI L'f5 (SEE AL -50 P 13) METAL FLA514ING 14ARDBOARD FASell C ��� 16 SAVE NCS Q�� AQP Home Systems, Inc. Dau Si" TIRE: CW55 SECTION oRAwn er: DATE: 6'fJ-89 NO. SCALE N-� 5 IS. r_orl�-> I I lei fFOR CRAWL I I I ,;'SPACE & VENTING 5F -F- FOUNDATION LAYOUT 51-IEjFT 6 ._1 I a -TYPICAL NTERIOR PIER _SEE SYSTEMS SI -IFFY �i SEE FOOTING CHART 6; 5F -4T 8 IN •ANC4-IOP BOLTS 0 6,0.G. -TYPICAL. SIDEDV✓ALLS ANCHOR BOL'T5 iD -3'0.c. .TYPICAlL.EW0,\tL.L 5 EE NO �S 5 S 4 TYPICAL CI=NTE.RLWE I PIER (SEE NOTE 5) SEE FOOTING CHART (A) 5WEET 8 ZS_ TEEL C4 4ASIS.. RAILS I TERI R PIER 5EE --_- . _ FO.OT1r,4G CHART I SHEET 8 FOR SPACING. -_5Ee DETAILS 5PEET 10 (�% 17918 Exp. qlE OF CA���®� NOTES: 1, -FOUNDATION FOOTING SIZE AND DEPTH TO BE BASED ON SOIL CONDITIONS ON THE SITE (SEE FOOTINGS SHEET 8) 2, CRAWL SPACE ACCESS AND VENTILATION TO BE PROVIDED PER CODE. r 3. ANCHOR BOLTS TO BE INSTALLED WITHIN 12" OF EACH END OF SILL AS SHOWN ON PLAN, BOLTS TO BE 1/2 x 7 IN CONCRETE FOUNDATION BOLTS TO BE 1/2 x 15 IN MASONARY BLOCK .4. AN APPROVED MUD SILL ANCHOR MAY BE USED IN LIEU OF ANCHOR BOLTS. 5. CENTER LINE PIERS TO BE LOCATED DIRECTLY UNDER RIDGE BEAM SUPPORT COLUMNS -SEE FLOOR PLAN -OR THE SPE- CIFIC FUUNDATION LAYOUT DRAWING FOR LOCATION. 6. FOOTINGS AND FOUNDATIONS, UNLESS OTHERWISE NOTED SHALL BE CONSTRUCTED; OF CONCRETE OR MASONARY BLOCK (ASTM C-90) AND IN ALL CASES EXTEND BELOW t THE FROST LINE. 7. ALL LUMBER AND PLYWOOD USED IN THE FOUNDATION SYSTEM WITHIN 6" OF EARTH CUN TO RUCTION AND CNNECTION DETAILS DESIGN BASIS STANDARD BUILDING CODE CHPT. XII .&: XII .1979 rH1 UNIFORM BUILDING CODE CHPT. 29, 1986 ED. TEXAS MANUFACTURED HOUSING STANDARDS CODE, 35 PSF MAX, WIND PRESSURE MAP AREAS SEISMIC! R ZONE �• LIVE ROOF LOADS 20# 30# SEE SHEET 8 -Home Systems, Inc. rine: TYPICAL FOUNDATION .,4 NOTES MAWN BY: )ATE: &_12_89 No. ;CAL`' r jTS sHr 7 013 SHALL BE PRESSURE TREATED AND BEAR G �O1/©, C THE GRADE MARK OF THE AMERICAN WOOD REFERENCES: PRESERVERS INSTITUTE. SHEET (10) FOUNDATION LAYOUT (SPECIFI(A) �HOME LUMBER SHALL BE STUD GRADE (11) FOUNDATION AND NOTES I DOUGLASS FIR, ARCH, OR HEM FIR. (12) FOOTING CHARTS _ (B) PLYWOOD SHALL BE MIN. 3/8"CD _ A- RIDGE BEAM SUPPORT FOOTINGS WITH EXTERIOR GLUE AND BEAR THE 6Al2AQf OPTIONAL B- INTERIOR PIER FOOTING .APA TRADEMARK. (C) FASTENERS IN TREATED WOOD SHALL SHEET (13) FOUNDATION SYSTEMS BE HOT DIPPED, ZINK COATED STEEL, A. PERIMETER OR STAINLESS STEEL= B. INTERIOR PIERS 8. WHEN UNDER FLOOR CLEARANCES EXCEED 36" C. RIDGE BEAM SUPPORT PIERS A SPECIAL FOUNDATION STEM WAL_L,DES_I_G_N--., SHEET (14)S MAY BE REQUIRED. ] CUN TO RUCTION AND CNNECTION DETAILS DESIGN BASIS STANDARD BUILDING CODE CHPT. XII .&: XII .1979 rH1 UNIFORM BUILDING CODE CHPT. 29, 1986 ED. TEXAS MANUFACTURED HOUSING STANDARDS CODE, 35 PSF MAX, WIND PRESSURE MAP AREAS SEISMIC! R ZONE �• LIVE ROOF LOADS 20# 30# SEE SHEET 8 -Home Systems, Inc. rine: TYPICAL FOUNDATION .,4 NOTES MAWN BY: )ATE: &_12_89 No. ;CAL`' r jTS sHr 7 013 (A BLOCK V15N IMS e • FOR TIGHT FIT. a, POURED CONCRETE OR ro" x 8'x 16' MAeONA12Y BLOCK v -L F. SEE TABLE. __STEEL FRAME 5 M.DCE OR St-IIM.&-4"x4" MIN. P05T OR 2"X6 MIN. BLOCK i 6U MIN. SEI= TABLE �B��.SQ.�G�a'�o�• ,OR P I FOOTING 51ZE3 ALLO ISLE 501L BEARING PRESSURE P5F 1 1500 P5F 2000 P5F Q. IA.5Q. DIA. SQ. DIA. 17 x 1-7 l ,15x 15 17 15 x 13 15 ?O X20 23 18 A x 14 16 ?5x2324o IcIxIq �I 16x16 18 � . ESSIO�,� =00TING) OR DIA. (ROUND FOOTING)\ Q FOR WTERIOR PIERS. 'No 7918 OF C fialiorne Systems, Inc. °". ''`" TmE: FOOTING SIZE. � PIER SPACING DRAWN BY: DATE: 6 -q -al No. " Nis SNTSLOf 13 EXTERIOR SIbING Z -BAR 4 PORIZ. RE6AR ..CONTINUOUS 611 MIN. GRADE '#4 VERT. RE15AR Z 480O.C. FOR 5LOCK ONLY. 1 ALTERNATE . METHOD 5YST EM FLOOR DECKING STEEL FRAME PERI v/--- FLOOR ' . rrlr DEC K INC �--- 2)<(o FLR. J5T. 2x4 MUD SILL - ANCHOR BOLT i OR AN APPROVED ## 6 IVIA.1' MuD SILL t MAX. CONNECTOR (PAGE 7) 8 (5EE NOTE 3 PAGE 7) PAGE 7 ) - (0 x8x 16 MA5ot.1ARY BLOCK OR (o" elks a POURED CONCRETE „ -4#4 REBAR 1 V M N. 3 MIN. FROM 50TTOM. POURED CONCRETE OR 2 MA50HARY BLOCKS _I.. -N, WOOD WEDGE OR 5HIM WEDGE TIC -APTLY. 6x8x I(o MASONARY BLOvKS OR 6" FLOURED GONGRETE 2xFLOOR ;JOIST. IB° MN. 3(0• MAX. (SEE NOTE 8 PAGE 7) •D 0K�� d�U�zlu ©_ POURED CONCRETE MAOONARY BL-OCK ',- ° ° I `e Hit i• *Ge 8 RIDGE B.EAI FLOOR DECKING Z. 2 X 6 x 8a MIN. BLOCK 2X6 FLOOR WITH SHIM5 FOR J015T. TIGWT FIT. z" MIN. e x "X 16 MA50NARY 6" 3MAX. I3L�GKS OR 6° (SEE NOTE 8 POURED CONCRETE PAGE 7 (4)'k4 RE6AR5 6' _ LES5 --%4AN FOOTING ; b D a DIMENSION _ ' (2 EAC N DIRECT ION) IZ° MIN. 0 0 Q POURED CONC. Q MASON ARY 13(_K. --, SEE TABLE - �r A PAGE 8 AITE R EXT, 510ING Z- BAS 8d NAILS 04 O.C. 0UNDAT I'D N ANCHOR E5OLT OR APPROVED MUO 51L -L CONNECTOR T (SEE WM3 MIN PAGE 7) GRADE- 44 RADE 44 REAR a7 48" o.c. FOR MA50t,lARY BLOCK ONLY FLOOR DECKING EXT 5IDINC-i 2x(o FLR. JOIST. I Z -BAR `—?_x4 SECURep W/ ICo d NAILS aD I6 O.C. AV✓PI 5TAMPEO SEE CONNECTIN TREATED DETAIL PAGE IS L-UMTREATED NE12 OTE _\�:'FNYWALL 2ISE_ x4 7 PAGE -7) GRADE CON5T.(SEE DETAIL PAGE 10) .4 • (bx8 x I(o MA50WARY p; BLOCK OR to' POURED ANCHOR 15OLT . P, p CONCRETE OR APPROVED v �W4 RE6AR CONT. MUD SILL MU"I. FROM 50- TOM CONNECTOR 5Y5TEM 30 5HQRT 'PONY V41 -L P I E R 5 FLOOR DECKING 2x(o FLOOR STEEL FRAME4 84 M JOIST .1IN. _ 36" MAX. ( PAG Nave, 8 APPROVED LI --le MIN. -5TEEL PIER VB" IRON STRAP OPT. FOR HOLD u1-1na�. ® �• i d -12" TYPIGAL- o 6' N 1N. Q_�TEtL 5TAND e PPTT PER 2"x6 x8" MIN. 5LOGK 2x6 FLLvRT WITH 5HIM5 FOR 2x6 FLOOR J015T -5TrZL FRAME TIGHT FIT. 18` MIN. 6x6 MIN. WOOD ---18" WOOD WEDGE 36 MAX. P05T. CONST. GRADE MIN. SHIM. WEDGE iSEE NOTE 8 OR BETTER 3(0' MAX . .OR LY TIGPT� NAIL PAGE 7) 2"xC�'xC� (5EE NOTE �To P05T 12" MIN. MIN. BLOCK -74 x4 Mlhl. P05T (2)16d 11 1• " 2x(ox(o MIN. (4):W.4 RE13A95 � o EMBEDED IN LONG. 1211 MIt.1. LE55 -MAN ., • OR NAIL_ FOOTWG DIVIE4541 ° 2x6 TO FOR FooTINGS CONC. W/2 36)'x 36" AND 211 (; tJG. LARGER I- (2- gebARS FAC-44,5�EE"17AB1.E NAILS. DIRECTION) A PAGE 8. 12„TYPICAL SEE NOTE 3 FLOOR OECKING FLR. JOIST f L 2x4 SECURED V116 d NAILS I(o" o.c. see 18 MIN. a CONNECTION. MAX DETAIL PAGE 10 (SEE NOTE 8 PONY WALL 2x4 PAGe 7) CONST. sE� orLs. e�pFESSI Gw=. O IZ TYPICA ' Q� o �I • •4 REPaAR (o MW. e ' CONT 3" MIN. cD 0. FROM BOTTOM. 0.1791 PAGE I 5Ys-mm n _FULL PONY WALL FLOOR DECKING NOTE5 : IMPORTANT 5EE NOTES PAGE 7 _ • SEI= CONNECTION 4 CONSTRUCT ION __�DETA ILS PAGE 10 - .-_5EE FC2OTING SIZE REQUIREMENTS _ - _M _ASONARY [O 5LOCK FOOTINGS AN 1 vGE SEAM PIERS TO BE FILL eb AND GROI.JTP� WCTH CONCRETE. hil Exp. & 31¢ �Q. 1 OF CAV\� Q� Systems, Inc. Daae fi•w TITLE: FOUNDATION 5YSTEM5 DRAWN 0Y: DATE:6 5 F9 No. SCALE N1� SHT-1-os i5 2x6 FLOOR -5TrZL FRAME J015T. ---18" WOOD WEDGE MIN. SHIM. WEDGE 3(0' MAX . .OR LY TIGPT� NAIL (5EE NOTE �To P05T 12" MIN. 8 PAGE 7) -74 x4 Mlhl. P05T 11 1• " 2x(ox(o MIN. .BLOCK It1alu r a v 12„TYPICAL O-- --- - • h y,/GOO P05T. 47 � ' 6__ MIN. •B SEE TAOLE l PAG E 8 NOTE5 : IMPORTANT 5EE NOTES PAGE 7 _ • SEI= CONNECTION 4 CONSTRUCT ION __�DETA ILS PAGE 10 - .-_5EE FC2OTING SIZE REQUIREMENTS _ - _M _ASONARY [O 5LOCK FOOTINGS AN 1 vGE SEAM PIERS TO BE FILL eb AND GROI.JTP� WCTH CONCRETE. hil Exp. & 31¢ �Q. 1 OF CAV\� Q� Systems, Inc. Daae fi•w TITLE: FOUNDATION 5YSTEM5 DRAWN 0Y: DATE:6 5 F9 No. SCALE N1� SHT-1-os i5 _EXrERIOR SIDING WAILS -Y8" cox PLYWOOD- -XT GLUE .6' uADE ENURED CONCRETE ON NA,650NARY DECKING 'f xe FLOOR J015T. II 2"X4 TREATED I I MUD SILL ' ANCHOR 00LT EXTERIOR SIDING 2d- 'NAIL5 D 6" O.G. MAX. EXTERIOR SIDING I ' ZxX TREATED CONCRETE OR I .-MUD SILL MA50NAR1 _ .6LOCK ANCHOR BOLT CONCRETE OR MASONARY STEM WALL CONNECTION DETAIL w - _ 2,X4,.iD 16'0.c. —DIET 40D ' O - EXTERIOR SIDING Bd NAILS a7 6" O.G. MAX. 3/8 GDX PL'(- WdOD EXT. GLUE PONY WALL --2X4 CON5T. *SEE CONST. DETAILS. ME7H0D . 2O EXTERIOR 5101NG PONY WALL 2x4 CONS __SEE CONS DETAILS. 11✓OOD PONY t_>_ CONNECTION DETAIL - OECK►NG XG" FLLbR / JDIST. "x4" SECURED TO FLR. MP -MBP W/ Ibd NAIL5 aZ \ - I611 O.G. MIN. `16d NAIL @ 16"O.C. MAx -:MUD SILL ANCHORING MET4005 'z' OR 'C'. CHANNEL TYPICAL "XX SECURED PERIMETER O FLR. 51TEM _ - . J/ Ibd NAIL5 0 WALL 6" O G MAX 1501-7 BOLT -FXM OR ._ 9)<M .SILL APP. MUD 5IL.L I ANCHOR (51MP80N) DECKING FLOOR JOIST 5TEEL( I. SEAM) C -r— �,I'— `-TYPICAL INTERIOR PIER tn� JAIL -W� I6 O.0 . WAX. 5EE SHEET 8 FOR PIER 5PACING ,EXTERIOR SIDING .SEE NOTE 7 SHT.7 PONY WALL CONSTRUCTION EXTEWID PERIMETER F00 INC AT 1- BEAM LOCATION. . PERIMETER FOGrrING FRONT i REAR INTEROR -I-5F-AMPIERS Date I sisw M TITLE gome Systems, Inc. FOUNDATION DETAILS DRAWH BY: wn. 6- I3 -09 No. scALEPxrS SO4TIOa15 /%3 ]'o DOR INSTALL SUB/RaOF: DORMER AREA. �)DORMM ALTEIZNg7C INST,4LLATION ER RIDGE EA-44ING INSTALL.EaO �R .RAFTER ZAGE TKU55 ? FIRE�I✓ALL iE WALL INSTALLED �QORMER RIDGE 5PEA-rwNG INSTALLEQ DORMER RAFTER lu GARAGE TRU53 5�8p GYP FIREWALL .5HINGLE LINE FOR 6" FAC W P> FOR 8" FACLA GARAGE WALL FIELD IN51ALLE0 O FELT GK PLY DR'( ONLY SHINGLE To _METAL GUTTER GARAGE FIELD 1N5.� �_ _ GARAGE TRUSS O SHINGLE- TO METAL GUTTEIz FELT OR PLY -r:: DRY ONLY. UTTER SHOULD PEN TOWARD 4V E y3 " PER FOOT I I I COMPLETE GUTTER AND PING, F LINE , IN5TALL HOUSE EAVES -- IN FIELD. IETAL GUTTER G�,RAGE E,AVE LASI-I lNG .SEE METAL GUTTEf? INSTALLATION INSTRUCTIONS XPOSED METAL GYj NOT APPLY ROOF CEMENT (PAINT ONLY) C H_ Home Sy �u Date s rme: DORMER I FOR GARAC ROOF PLAN 200 24" &3!4n 40e qS" AIS" _ " N W W DOUBLE TOP PLA -Tr -- A _.. a. - - - - - b� I. ADJUST :LIEADER i FOR SEE G4�LE Co I 0 GARAGE LAR t-Ie�GT I I • DRAWING. - i A EACH SIDE ! I Zo=O' 2i -NJ -SEE! APPROVED II.1 Imo■ ■11� I� NI IM 4"X4 Po5T EACH END AND � AT MIDPOINT W/ 0ECORA-n\/E CLOSE -OFF. GAf?AGE--KOO= FRAMING FLAN 7.1 -,c-z:-5T[ .SEE. A _TFZUSS q8p 45" 4 8., 4 8„ 40" GARAGE MUS5 HOUSE - WALL AFRAQ KEA E TRANSVER5E SECTION 4`•x4" p05T 4".v I2 !-4EADER NOTCI-I FOR OUTLOOKERS -D24`oc. -VINDOW SIZE 2q e ' •. ®w�o�i.VSI 19/11918 1� Exp. I)> clv\\.- OF C NO NOTE : a 2x4 CON5T. ALL \VALL5 DORMER �. 14" ?. Iyl �.ECE55ED l -LOUSE I 5ECTION A -A 4"LPLY S EATNING COX 32/16 NAIL 8d 6" EOGE =12' FIELO LV. DRIP CAP. I"x 6� FASCIA LIEADBOARO FASCIA N:3" 3` ROUGI-I SAWN TRIM _HARDBOARD SIDING -DOUBLE. TOP PLATE 1Vtz : !`� H•5 SIMP50N CUP 41 4°XIZ'-/ OR EQUAL itS�Q..G.. FASTEN W/d NAILS OR 'FOUAL. ALL HOLE5, Typ E SM0 of 4CgA(2ACgG BCA 51MP50N P05T CAP' -.OR EQUAL SIMPSON 15C4 P05T NOTE, : EITHER APPROYE� "1�U55E5 BASE OR E�2UAL OR FZAFTER5 AND RIDGE SECTION .815 BEAM MAY6E LISeD EAVE CL05F OFF DETAIL luvilliome Systems, Inc. ome Si" TITLE: ' GARAGE DETAIL_ MAwh BY: DATE: 6-12- 59 "o'SOME NTS SMT 'p,Of I� SNEAT14 Txuss 2x4 TOP PLATE -DE.TA1L 'AI TEMPORARY CL05E-UP FOR TRAN5PORTATION P15ERGLA55 SPINGLE5 220# 5TAPLE PER MANUFACTURE5 IN5TRLICTIONS P4PERF RT �sanPl�x 5TR IP 0. Exp. 3� OF FIBERGLASS 5NINGLFS 22U# 14AND5PAGE 514INGLE5 WITH 5" exPosuRE THEN 5EGLiZE. 0O4TINUOL15 CEMENT (2) L'AYER5 OR. R.YORY SAVE 1 � FASCIA 2x4 1 ' 5SIT TOP PL -ATE 16d NAILOR#10- WOOD SCREW Z {6° O.G. TRtM DElAIL'C' 5P IPPED ROOF SECTION IN5TRUCTION5 %-II 10 ri.i WwV (FIELD) D E TA"I L 'C' EAVE ALIGNMENT TECA4WIQUE INSTRUCTION 6 �FIBERGLA55 SHINGLE 2� 2� ;6 5-MA114-ING �`- 2 xq TDP—� PLATE OVl=RG1A1�1C� DETAIL 'D' TOW SNIPPI=D ROOF 5F=(— FINI5PED 0 3/8 51-IE<Cu- IWG -tuux FIDERGL:A55 51-IINGLES 220t- ,,—(?-) 15V FELT OR PLY DRY (F�L;DBAGK ) SiBa lG-ZING SECURSNF�E O W/ 8 d O ILL5 MIN. z 5" D.C. E3✓TION 2x4 TOP PLATEPLY 2X4" 610E -WALL DETA IL'B' SHIPPED ROOF SECTION N5TRUGTION5 2-5 INSTRUCTIONS (1) REMOVE PANEL STRIP AT SIDEWALL (2) FOLD BACK SIMPLEX PAPER AND CUT OFF BACK TO THE LAST FACTORY INSTALLED ROW OF SHINGLES (3) FOLD BACK THE LAYERS OF FELT OR PLYDRY TO EXPOSE THE RAFTERS, (4) PLACE 8 -FOOT EAVE SECTIONS ONTO ROOF (5) SECURE EAVE AS. INDICATED ON ABOVE DRAWINGS (6) WHEN EAVE SECTIONS HAVE BEEN INSTALLED THE FULL LENGTH OF THE SIDEWALL. THEN INSTALL THE 3/8 PLYWOOD STRIP. STARTING WITH A 4" SECTION AND CONTINUING WITH 8' SECTIONS (7) SECURE ETO WALL TOP PLATE BNAILING THROUGH 2x6,CAREFULLYY STAGGERALLP- WOOD AND TRIM JOINTS (8) INSTALL --THE DECORATIVE FASCIA AND SOFFIT (9) LAY A CONTINUOUS LAYER OF ASPHALT CEMENT OR PLYDRY ON THE EAVE (10) LAY THE FELT PAPER OR PLYDRY (11) INSTALL THE METAL FLASHING (12) ASTALL THE SHINGLES ZKo" H Home; systems, Inca rmE: fiSrM IN5TALLED EAVES DRAWN RI': DATE: 8'1 No. SCALE SMT 13od /3/13