Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
028-460-032
- � � ^ 0130-194-' 5 8-1797 KF ET OS AG A 3 ME 99-0421 MHI ' (�oDamon & Joanne 8 urleton Swedes Flat Rd, Oro /99-0420> Quality unmm. m LAND DEVELOPMENT SHEET 99-0002 BPE BEAMS, Damen/Joann 028-1-79-1�90, 99-06 Damon Pt Jo�nne Teams 85 Hurleton Swedes Flat Road,Oro 12/08/99 BEAM, Damon & Joanne 85 Hurleton Swedes Flat Rd, Oro. (util, MH) Quality Comm. E EC COMPACTIGN'TEST RE( SUPPORT STR REQ--, ' 028-1;9 isq-440-03X99-1137 W -14194 BEAMS, JOANNE & DAYMON 85 HURLE@TO:NN SWEDE FLAT, ORO CONTR: OWNER � OPEN DECK f ---' -_~-.'- RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 (III'�I II" III (�II'I I i'I) I'I II1'I 24304-00767 1 9 Recorded I REC FEE 10.00 Official Records I CONFORM 1,00 County Of I CANDACEUTTE J. GRUBBS I Recorder 99-0002 (530) ROSEMARY DICKSON I Assistant I Alyce 01:09PM 16 -Dec -2004 I Page 1 of 2 SPACE ABOVE THIS LINE 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 shall 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 persons thereafter dealing with the real property. DAYMOND B BEAMS AND JOANNE BEAMS REAL PROPERTY OWNER&ESSOR 85 HURLETON SWEDES FLAT ROAD MAILING ADDRESS OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP SAME INSTALLATION MAILING ADDRESS, IF DIFFERENT SAME CITY COUNTY STATE ZIP SAME UNIT OWNER (if also property owner, write "SAME") SAME MAILING ADDRESS SAME CITY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 99-0002 (530) 538-7541 BUILDIN ERMIT NO. TELEPHONE NUMBER ;n_ LSV- 6 • q • qq S199ATIRE OF LOCAL A10ENCY OFF IAL DATE DEALER NAME (if not a dealer sale, write "NONE") NONE DEALER LICENSE NO GOLDEN WEST HOMES 1998 720ONH3721 MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAME/NUMBER GWCA21L25857A/B 27'X66' RAD1118326/7 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION SEE ATTACHED ASSESSOR'S PARCEL NUMBER AP# 028-460-032 HCD FORM 433(A) REV. 8/91 WHITE -County Recorder CANARY - HCD PINK - Applicant GOLDENROD -Building Dept. 1 Record at the Request of IMid Valley TWO & Escrow Company Order No. BU -166901-3 PE Escrow No. 166901 PE Loan No. WHEN RECORDED MAIL TO: DAYMOND B. BEAMS JOANNE .BEAMS P. 0. BOX 190 BANGOR, CA. 95914 MAIL TAX STATEMENTS TO: SAME AS ABOVE ORO -C 028-170-189-000 11111111 f 111111 l 11 l 111111 l 111 I l f l l 1 996-003504ts Recorded I REI; FEE 7.00 Official Records I TAX 62.70 County Of Butte I CAN1)ACE J. GRUBBS I Recorder I I I Fay 89:00AN 18 -Aug -1998 I Page 1 of 1 SPACE ABOVE THIS UNE FOR RECORDER'S USE DOCUMENTARY TRANSFER TAX $62.24 X Computed on the consideration or value of property conveyed; OR Computed on the consideration or value less liens or encumbrances remaining at time of sale. The undersignAd Crantnr dAClarAs Signature of Declarant or Agent determining tax - Finn Name GRANT DEED FOR A VALUABLE CONSIDERATION, receipt of which Is hereby acknowledged, MICK PERTZBORN, an unmarried man hereby GRANT(S) to DAYMOND B. BEAMS and JOANNE BEAMS, husband and wife, as Joint Tenants the real property in the City of County of described as Unincorporated Area BUTTE PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, R RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORN 121 OF MAPS, AT PAGE(S) 35 THRU 39. Dated JunA 11. 1 QQft STATE OF CALIFORNIA }1e COUNTY OF BUTTE } On AUGUST 13, 1998 before me, PENNY C. ENGLAND, NOTARY PUBLIC personalty appeared MICK PERTZBORN personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) Ware subscribed to the within Instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by hWher/lhetr signature(s) on the instrument the person(s) or the entity upon behalf of whic Person(s) acted, executed the instrument. WITNESS my official seal Slgnacur0 Col,nix'LM Ex. State of California, IN THE OFFICE OF THE t.�ilBER-4 1990, IN BOOK RECORDING REQUESTED BY: k AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 COPY of Document Recorded 16 -Dec -2004 2004-0076719 Has not been compared with original BUTTE COUNTY RECORDER SPACE ABOVE THIS LINE 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 shall 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 persons thereafter dealing with the real property. DAYMOND B BEAMS AND JOANNE BEAMS REAL PROPERTY OWNER/LESSOR 85 HURLETON SWEDES FLAT ROAD MAILING ADDRESS OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP SAME . INSTALLATION MAILING ADDRESS, IF DIFFERENT SAME CITY COUNTY STATE ZD' SAME UNIT OWNER (if also property owner, write "SAME") SAME MAILING ADDRESS SAME CITY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 99-0002 (530) 538-7541 BUII.DIN ERMIT NO. TELEPHONE NUMBER l l� �y SI A OF LOCAL A CYO DATE DEALER NAME (if not a dealer sale, write "NONE") NONE DEALER LICENSE NO GOLDEN WEST HOMES 1998 720ONH3721 MANUFACTURERS NAME DATE OF MANUFACTURE MODEL NAMFINUMBER GWCA21 L25857A/B 27'X66' RAD 1118326/7 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION SEE ATTACHED ASSESSOR'S PARCEL NUMBER AP# 028-460-032 HCD FORM 433(A) REV. 8/91 WHITE - County Recorder CANARY - HCD PINK - Applicant GOLDENROD - Building Dept. Record at the Request of 'Mrd Valley TWO & Escrow Company Order No. BU -166901-3 PE Escrow No. 166901 PE Loan No. WHEN RECORDED MAIL TO: DAYMOND B. BEAMS JOANNE BEAMS P. 0. B0A 190 BANGOR, CA. 95914 MAIL TAX STATEMENTS TO: SAME AS ABOVE 1 998--0035046 Recorded Official Records County Of Butte CANDACE J. GRUBBS Recorder 09:00AM 18 -Aug -1998 REC FEE 7.00 TAX 62.70 Fay Page IofI SPACE ABOVE THIS UNE FOR RECORDER'S USE DOCUMENTARY TRANSFER TAX $6210 X Computed on the consideration or value of property conveyed OR Computed on the consideration or value less lens or encumbrances remaining at time of sale. ORO -C The unriPrsionpd Grantnr dP _larps Signature of Declarant or Agent determining tax - Finn Name GRANT DEED 028-170-189-000 FOR A VALUABLE CONSIDERATION, recelpt of which is hereby acknowledged, MICK PERTZBORN, an unmarried man hereby GRANT(S) to DAYMOND B. BEAMS and JOANNE BEAMS, husband and wife, as Joint Tenants the real property in the City of County of described as Unincorporated Area BUTTE PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, I RECORDER OF THE COUNTY OF BUTTE, STATE OF CAUFORN 121 OF MAPS, AT PAGE(S) 35 THRU 39. Dated - A rnp 1.1 1998 STATE OF CALIFORNIA A COUNTY OF BUTTE } On AUGUST 13, 1998 before rne, PENNY C. ENGLAND, NOTARY PUBLIC personalty appeared MICK PERTZBORN personalty known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) Ware subscribed to the within Instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(les), and that by his/her/their signature(s) on the instrument the person(s) or the entity upon behalf of whi5b4he person(s) acted, executed the instrument. WITNESS my hKd official seal Signature Ex State of California, IN THE OFFICE OF THE .VBER-4 1990, IN BOOK hip. H.C.D. ATTACH CHECK NAME: AP#: DATE: A a FOUNDATION SYSTEM CERTIFICATE OF OCCUPANCY BUILDING PERMIT NUMBER: 99-0002 Address or location of unit: 85 HURLETON SWEDES FLAT, OROVILLE CA Legal Description of Real Property: AP#: 025-460-032 SEE ATTACHED (x) Mobilehome/Manufactured Home () Commercial Coach Has been affixed to the real property above by installation on a foundation system pursuant to Health and Safety Code Section 18551. Owner's name: DAYMOND B BEAMS AND JOANNE BEAMS Owner's address: 85 HURLETON SWEDES FLAT ROAD, OROVILLE CA INSIGNIA OR HUD NUMBER: RAD1118326/7 SERIAL NUMBER OR V.I.N.: GWCA211,25857A/B MANUFACTURER'S NAME: GOLDEN WEST HOMES YEAR: 1998 OFFICIAL APPROVING INSTALLATION: ►n -LL— DATE: G -q. qq PHONE: (530) 538-7541 H.C.D. 513C DEC -09-2004 14:33 DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT Division of Codos and Standards Title Search Date Printed : I2/09/2004 Decal #: 8633307 Manufacturer: LDEN WEST HOMES INC Tradename: GOLDEN WEST HOMES Model: 720ONH372 t Manufactured Date:, 11/09/1998 Registration Exp: First Sold On: 01/22/1999 Serial Ntunber GWCA21L25857B GWCA21 L25857A Record Conditions: Last Reported Owner: HUD .Label / Insignia RAD 1118327 RAD 1118326 Permanent Foundation - 18551 Use Code: SFD Original Price Code: AWJ Rating Year: Tax Type: LPT Last ILT Amount: Date ILT Fee Paid: ELT Exemption: NONE Length Width 66' 131611 66' 13-6-1 DAYMON BEAMS JOANNE BEAMS (Joint Tenants with Right of Survivorship) 85 HURLETON SWEEDS FLAT RD OROVILLE, CA 95965 Last Title Date: CANCELLED Last Reg Card: Cr1NCELLED Sale/Transfer Info: Price $80,500.00 Transferred on 01/22/1999 Situs Address: 85 HURLETON WEEDS FLAT RD OROVILLE, CA 95965 Situs County: BUTTE *** END OF TITLE SEARCH *** P. 01/01 TOTAL P.01 June 14, 1999 Daymen & Joanne Beams 6501 24th Street Rio Lindo, CA 95673 Dear Mr. & Mrs. Beams: LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 RE: Request for HCD 433A (A.P. #028-170-189) Your request for a 433A was received by our office on 06/09/99. The 433A cannot be recorded until you provide our office with a copy of the mobile home title, the licence decal and a copy of the grant deed for the property. Until this is received we cannot send the information to HCD for processing and you will continue to receive a bill from HCD for registration fees. l Should you have any questions concerning this matter, please contact Alice Mefford of this office at (530)538-7541. Yours very truly, C. Vieira, C.B.O. Building Inspection MCV:aam l C g, r f/T I RESIE)ENTAL 028-17-0-189 99-0002 BPE BEAMS, Damen/Joann 85 Hurleton Swedes Flat Road,Oro (MH/perm fdn) PkRMIT N1 PERMIT EXPIRES OWNER CONTR. ASSESSOR PARCEL i k LOCATION OFFICE COPY Address GAS Dat Meter By • ELECTRIC D Meter By BY / SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY Temp. Power Pole Called PG&E Temp. Elec. Sei Called PG! Temp. Gas Ser Called PGI JOB FINALED Signature 41 I1 L?� V - OK 0 -Not OK =tAe No►R dy MOBILE HOMES Date MOBILE HOME VnUTIES pens) OK =mW is 1. Zcnirp Regiir rna is -Setbacks - Easements _ 2. Sols; Special MH Support Sketch 3. Sewer Loatior} ) 5 Ebetriclty; Lova /AmpConcmte {_ ti. Gas; LocatlorrleoWrap; / /'LIL } / /Nat or/ /Lt/ /LPC 14 7. weft Clearance 3 Disoomect uaee Card B -t, ate Card B-1 (_ Date Card B -t ale Card B-1 v 1„Zcnvv Reguirerrmt* Sedmits Eamnents _ 4 2 Footings: Sb&4 c>r>Qitaniage Line t 3. Gas; MH MH— Ora• Test•Fs! Fktt connector —7. Water and Sewer Connected -C/O b Grade -HD Apprmel [ 8. Gas and Elo tr Tagged - ..- f ,_ jC f tion Cert � �. ts;lrisp.Skelch r• �_ 1: CM of Akfennanerf Foundation Ortf. License Decal Date Card Date ' Date . Card B-1 ate Card -1Lc —_ ice- .:) . . —•s MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGEA (Pym) OK -F1#2 1. Zer*V Reguiremen*&ibadw&se n , 2. Footings: Sats,Sixe•O�padng4omecbrs.S%d 3. Decks; Girders and/or teis•Rais 4. Wood Awn; Poab-Beams-Rftm.Cornecjor% Shthg.-Rfg.-BrackV S. Alum. Awn.; Colum 8. Carports•, Wirdows-Doors 7. Electric 8. Fmig.: Si*AnchorsStuds•Ritrs-Trusses 9. Sk&V: Naling•Ver*uSbx oo-Mesh 10. Root Shthg•Roo&V 11. Ext: Seep*Ooor*Lan*V 12. Braced Wap Panels Date Card 8-1 ate Card B-1 Date Card B-1 ate - - Card B-1 Date POOLS (Plans) OK eeoeept is 1. Setbadrs-Easements 2- Spols: Compae$on-structify re Sbb 3. Pool Sig. S*elC4mec5orwWkkness Dead MwAlr*y 4. Elec.; Receptacles and Llg *Vi mstanoe w S. Elec.: Pod Q;Iv kta 15 Vbt*GR 8. Eke -c.; Endoares; CandritEr*imTamkW*Ll ed - 7. Elec.: Bonding: Motel wjV-Cke:tiating Equkx4imbr & Elm. Gmwxk : Equip• VW Ckaia*v Equip 4W Lgha. Boxesavlouffes-Pareboards-Im b Main in Ctxdrat 9. Heahh DepartrtKMApproyai 10. Plumb.; C•r•. TesWbtw Supply Text 11. Ught Mche -- - Date Card 8-1 ate Card 8-1 Date Card B-1 ate Card B-1 OK Not OK . Not Applicable . Not Ready 'y UNDERFLOOR (Plans) OK except ritY 1. ZoningSetbacks-Easments-Fkx)"bpe 2. Ftg., Main; Sals-Elec. Gmd. / r Ftg. Depth 3. Ftg. Garage; SoOsSteeEEIec. Gmd/ /'Ftg. Depth 4. Ftp. Porches b Decks; S002Steel-/ t Ftg. Depth 5. Stennwals, Main; Steel-Slockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Stab, SteeEWrapped a. Piers -Fireplace Ftg.Steel 9. D.W.V.; Fan -Fitting Test -2 Way CP -Sewer Test 10. UF. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test-Anchors-RegulatnrSeivice Test 12. Electric Underground 13. Plenums ti Duets; Clearance -Mat ed"uppod-Ins- 14. Girde"Ms-Anchor Bdt JoisbJJent*0%*ies 15. Access & Ventilation RESIDENTIAL, (Single & Duplex) 16. Insulation ate Card B-1 Dab Card 8-1 ate Card B-1 Dab Card B-1 na PLUMBING ftrmill) OKmacapttfrtt 17. Water Htc; Vert Air Bafse 1& Water Pipe; Test d Andto mai Ptolecfion 19. D.WX Test Fittings &And=4W Piclecdm 20. Shower Pan; Test Fist Floor -Tub Access 21. Test Tub & SW"K Secmd Floor -Tub Access 22. Gas Pvw. S'cte & Andwim ate Card B-1 Date Card B-1 .rte Cavi B-1 Dace Card B-1 ate ELECTRICAL rered4 OK ww" t f's 23. Feauae b Transformer Ctearantx-fns Protection 24. Elec Receptacles Spacing -Lights 3 Swtttes at Doors 25. Size Boxes b No. of Conductors Stapled 26. Ronne 6tfled Close lo Edge of) Studs & CA V. Equip. Ground made up uOledt Fastnetvac td Gas d Water 2& 2 Appliance Ckcuts in Padtrn 3 Cartdtrcbr Size GFI 29. Subfeed Wire Size! Iga. Cu or APA -C. Wae Size / /ga Cu or Al 30. Range Circ. / tfia Cu orAEOven Circ.! / ga Cu or Al Insulated Neutral Q Yes Q No 31. Service -Riser Corduclors b Ground -Main Disconeet 32. Equip. Clearances Panels-Motors-Mech. Epuip. 33. Clothes Closet LightShorwer Light -Spa Light 34. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Data MECHANICAL (Permit) OK except k's 35. A.C. Ducts Insulation b Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain 3 Overflew, Size 3 Grade 38. Fumance-Vent Access -Comb. Air -Rehm Air Vent I IS outlet 39. Attic Access S platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except M's 40. Sits Proper Materials d Anchors 41. Walls Studs -Nailing Spacing d Braces -Pates -Sound 42. Bearing Walls over Girders b Flom Nailing 43. Draft Stop in Walls (rat proof) 44. FreCtops, Furred Ceilings -Stairs -Chasers -Tubs ;45. Headers S Beams -Size b Bearing Data FRAMING (Continued) 46. Flangers-Post Caps-Anchors-CorvtecLon 47. Cling. Joist-Rftr. Ties-Purlin-mif Brae.-TrussShti g.-Rfng. 48. Fireplace Ties or Type A Floe -Fireplace Throat clearance 49. Attic Access: Size b Romex Protectlon-Oraft Stop lns. Baffles 50. Bdnn. Windows or Exiting Doors -Sill Hgt. 3 Diirrensions 51. Garage Fire Protection Framing 52 Property Line Firewall b Openings 53. Ext Doors -One 3 -Check Garage 3rd Story. 2 F-xib 54. Stairs: Width-Headroom-Rise-Run-Und'irg-Fire Protection S5. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. skiing -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underfir Access 58. Glazing Area -Glass Protection -Skylights -Plastic S9. Shear Walls; Naling-Bolts 60. Brace Interior / E)derior Wall Panels 61. Insulation-Wans-Cedngs 62. Infiltra tion-Wa ns* indows Date - Card B-1 Date Card B-1 j Date Card B-1 Data Card 8-1 Data FINAL (Plans) OK axeapt ft 63. Ext Steps -Door & Sidelight Protection -landings 64. Smoke Detector 65. Furnace; Vents -Clearance -Comb, Ak-Canector- In Garage: Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. S Bath Fawres d. Tub AccessSpa 68. Elea Trim b Subpanel. Breaker Sizes & labels 69. Stairs 3 Rags 70. Fireplace or Stove. Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int b Ext 72. Kit Fat b Appliance; Ground. -Air Gap -Cooking Clearance 73 Elec Outlets b Recepticales at fit Counter 74 Garage Fre Door. Swing -landing -Closure 75 A.C. Duct in Garage -Damper 76. Wtr. Hb:; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor-Mech. Protection T7. Pib., Elec. b Mech. Equip. Listed for Location 7B Elec. Receptacles in Garage (G.F.I.)-Rorrex Protection 79. Insulation -Foam -Looked in Attic 80. Guard rags d Deck Construction -Post Caps 81. Fdn. VBents b Crawl Hole Door Drainage 3 Wood -Earth Clearance Locked under Floor n Yes 82. Fallowing Instld./Drive 0 Yes Q NolWatks o Yes Q NoRlanters Q Yes Q No 83. Stucco Brown -Finish 84.A.C. Unit Disconnect, Electrical -Plumbing 8S. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throught House 89. Glass Protection 90. Conections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water S Sewer Connected -C/O to Grade -HD Approval 93. 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 OF BUTTE BUILDING DIVISION. DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE 6ea, S 99-00 o 2 - OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. 4e (° &A -1t. //'/I/ e, f iN li �G`% G,✓� DT 7QG�S w Date Inspector /i REV 10/92 COUNTY OF BUTTE p BUILDING DIVISION P pi✓DEPARTMENT OF DEVELOPMENT SERVICES (' ' 411 Main Street • Chico, CA • (530) 891-2751 y 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. 1 A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any ques' ns pertaining to this matter, or need additional explanation, please contact this office ' iately. A4 nr REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If yo ave any questions pertaining to this matter, or need additional explanation, please conta his office immediately. _ BOG?, \/ /-4 !2 b I Date ? Inspecto - REV 10/92 ' COUNTY OF BUTTE e BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE co OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be co'trected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. /4;-ej'0 A=) U "t4 , c aj-1 /i?-> - REV 10/92 t A . t - i REV 10/92 t-OUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7"County Center Drive - Oroville, California" 95965 - Telephone (530) 538-754 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 5� OW -Zl ASSEUnARgErNCEi� 89 1 ZONING A_5 BUILDING PERMIT OWNER DAYMEN ANT) JOANNE 'REAMS TELEPHONE 9�)1-01_27 SO. FT. OCC. BUILDING VALUATION 1789 R 96,228 OWNERS MAILING ADDRESS 65ni 94T14 0,11 RID I-INDO CA 95673 CONTRACTOR'S NAME T TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee 626/2 $ 313.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ sulLDy�r LETON SWEDES FLAT ROAD, OROVILLE Z5 t1U1C Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUSDN610NS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20. 0 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome qx Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other (Y Describe Work: 1'jH/PERM FDN Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home S G W @20.00 PERMIT FEE t 65.00 ELECTRICAL PERMIT Fling Fee 20.00 600V OR LESS Main Service Zo.A OR LESS 23.00.3.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect./� License Class C — �- Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, andithe structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service Zoog To 46. 00 CCUOOOA NEW CONST. DWEWNO OCCUP. OR ADDNS. 8 ACC. S. SO so 3.5¢FT. NON-ROMULTI. ESID. OUCIRCUITS T @7,50 POWER APPARATUS 8 SINGLE OLIrLET CIR. Ex. Occup. OUTLET OR FOMRES 20 Q I'50 aAL_ @ .so FD ED APPLNS.. OR Ex. Occup. ourLETs RESIDEa 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 43.00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers'_Sgmpensation insurance carrierand policy number are: Carrier I/ Policy Number (The above sectio s need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with se provisions. X Date �" �'�"/ gnature of Applicant - ❑ Owner ❑ Contractor 0�141�ent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FE $ HA D Es IMP FLO CO 711- D SU This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. Q By D to PERMIT EXPIRES ON ate Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR INK -INSPECTOR GOLDEN -ROD -APPLICANT COUNTY OF BUTTE -DEPARTMENT OF&DEVEiLOPMENT SERVICES - BUILDING DIVISION 0 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (916) 538-7541 r 4 r PERMIT APPLICATION D .ATA SHEET OWNER: • p ASSESSOR PARCEL NUMBER A - Proposed Building Use: Building Inspector: '14 Date: 1411 At time of permit application, I was advised the following data must be submitted prior to pe processing and/or issuance: Date Received By ❑ 1. All items have been submitted --------------------------------------------------------------------------------------I lans, sets, signed by the preparer of plans. ------------------------------------------------------------ o" C plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- neered plans,sets, with wet signature on plans. All engineering must be shown on plans. �� ,O�._ , truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑ 6. Energy Design Compliance and supporting documentation. Sr, ht teVt for Non -Heated and A/C Buildings. ---- i .err , . instructions including-Tie-Howm:SperifrCations. r4�K Q. Fees of $ 1,0kZ�------------------------------------------------------------------------------------ Wof,impact fees as shown on the attached schedule. --- ---- -- -------------------------------------------------- alifornia Department of Forestry plan approv Ufees. ---------------------------------------------------- ❑ 13. Flood elevation certificate. ---------------------------------------------------------------------------------------- / Sanitation and plot plan approval 0/^o . Health Department. ------------------------------------------- 1:115. ------------------------------------------ ❑15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs.---------------------------------------------- 1117. --------------------------------------------- ❑17. Planning approval for (A) Use: (B) Parking: 1118. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ❑ 1.9. Encroachment Permit for driveway (construction approval prior to occupancy). --- ❑ 0. P -inspection for required Request to Building Inspector on ntractor's license information. (Number, Name Style, Classification). ----------------------=------ Workers' Compensation carrier and policy umber. ---------------------------------------------------- Owner-Builder Verification (Given tdowner r❑; Mailed to owner E3) - ------------------------------- (Date) ❑ 4. tter of signature authorization. -------------------------------------------------------------------------------- l4 5. Recorded,copy of Agricultural Acknowledgment Statement. ------------------- ,�-------------------------- -- 2 1126. Letter o mf tent on building,use"-'--,-------------------------------------------------- s ------------------------ ❑27. Manufactured Home utility clearance. -- - t---------------------------------:----------------------------------- ❑28. stingWla''and/or a permits.�-------------------------------------------------------------- K19. 11433 ADeed, 1� M.H�T'tle Check to H.C.D,$ 2 • a v/ %t/ .-------------;- Other:....... �1 1 Cti a' ,�„ t" r'� .. . ---. .� � t ---- When you issue the permit, process as follows ❑ Mail to owner, []Mail to contractor. Te�ephoji#�Q &Z - X16(% and hold for pickup at 0" office. ❑ Deliver with inspector. ,Applicant: L1�� Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: L Index permit application for the above items numbered: � ��� L � l� ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, as advised of the above required data7bro ph ❑mail ❑ Building Division counter, by Date: Contra"i<iorf. 16s advised of the above required d�❑� mail, ❑ Building Division counter, by Date: Certo , designer, owner, was advised of the above refired data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. r AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER bRIVE OROVILLE CA 95965 1111111111111111111111111111111111111111111 1999-00617514s' Recorded I REC FEE 10.00 Official Records I COPIES 1.00 CoBU34 f :�I CANDACEUUJJ.. GRUBBS I Recorder I ROSEMARY DICKSON *I Assistant I Nikki 83:36PM 22 -Feb -1999 I Page 1 of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations in but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte Count' has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary.farm operations. All that real property situate in the County of Butte, State of California, described as follows: PROPERTY OWNERS: State of California ) County of $p4- yZAM ,�-}O ) On FebCJRW.I 1-i .1`M before me, �lG�'WGI personally appeared I -*,j wy n t . L' pW'S ASC) Jo f { ytye- t�Gqm knowrrtonne4etproved to me on the basis of satisfactory evidence) to be the person .0 whose within instrument and acknowled� ed to me that I Alshe executed the same in bierl�erl i that by Iris/her ei signatu:Z on the instrument, the person(b or the entity upon beh executed the instrument. WITNESS my hand and official seal. Signature J" Seal: AT.:: � o- IX permmW4, me(® W40subscribed to the authorized capacity(}, and of which the personO acted, MICHAEL COSTA Commission # 1174144 Notary Public - California incra^iento County F, -Ores MCT 20, MM FEB. -22' 99(MON) 10:33 FIDELITY NTL. TITLE TEL:916 343 4410 P. 002 ORDER NO. 4-6,'714DMS LEGAL DESCRIPTION EXHIBIT "ONE" ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE UNINCORPORATED AREA OF THE COUNTY OF BUTTE, STATE, OF CALIFORNIA, BEINC MORE, PARTICULARLY DESCRIBED AS FOLLOWS: PARCEL 2, AS SHOWN ONITRAT CERTAIN PARCEL MAP, FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 21, 1990, IN BOOK 121 OF MAPS, AT PAGE(S) 35 THRU 39. AP # 028-170-189 END OF LEGAL Page 7 COUNTY OF BUTTE - r ! DEPARTMENT OF DEVELOPMENT .SERVICES -v BUILDING DIVISION R 7,COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 &SCHEDrULE�``OF4RECEIPT' OF FEES 1 Y. { r OWNER A.P. # "t :b= PROPOSED BUILDING USE2. %%% � �dl �,��f DATE RECEIPT # DATE REC 1. BUILDING PERMIT FEES -- Balance Due ................ $ Additional Fees Due ........... $ r `Additional Fees rD'ue ,. ,� . Z $ � ` C,N RevisedlPl,anfih ticking Fee ....... $ SCHOOL DISTRICT FEES t_.r P1 E. (paid at District Office) 3 SHERIFF FEES (paid at Building Division'!, _4 p. �%`wResidential ........ x (3§9,0)—$ � Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x = $ #Units Amt. Commercial (sq.ft.) .. x _$ Sq. Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) fes. 10. OTEHR° i � CC 6: At time of permit application, I was advised the above fees are re uired bep aid'!4 rior to issuance of the bui&'n1 '� etm t�`' P PP q �„� � P P g P . These fees may be changed during the plan checking process. APPLICANT `i �itJ —r DATE Pursuant°to`G'overnment Code Section 66020, you are hereby notified that,`ifeips 2,3,4,5,6,8,9, and 10 above may have been imposed on your project`:= Y64"have 90 -days from the date of approval of th'e project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER IZ2 A.P. # Zg — /%o— / ( PROPOSED BUILDING USE ®!2 �a%.� DATE / RECEIPT # DATE REC 1. BUILDING PERMIT FEES -- Balance Due ................ $ -- Additional Fees Due ............ $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ d>CHOOL DISTRICT FEES DvQ jp (paid at District Office) y/6SJ sldential HERIFF .FEES (paid at Building Divi ' Co Re ....... x 360. _ $ 3 � D Units r .Commercial (sq -ft.). . Sq. Ft. x $0.03 = $ 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x : _ $_ #Units Amt. Commercial (sq.ft.) .. x =$_ Sq. Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FRE INSPECTION' AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) . 10. OTHER oQ5 -7 At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. ?�PPL.ICANT u�L�i ` DATE ?;g Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) -� .. -.-- i�.., + �f,,,,.-7 .'11 �... . ••. . Y.i ti.-.-.•.�j�t .. �.11. .,. .:4hr"��7�'^1.fdir'�.i•h ylh.�u.i�.y(•.ir4y.,,.a-•w-..�.. ... st.. .v"., .vv.� ..._ 00 .. a. Jt� BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM {! (One form per Building) School District u% -eczk Building Department o. A.P. Number OR Jurisdiction: city, I Coun Property Owner Property Location/Ac Subdivision Lot No. Residential DevelopmentSq. Footage 78 No of Living Mobile Home Addition/ 'Supplemental to (Group R) Units Installation Conversion Permit # '(No foundation inspection). CommerciaUlndustrial New Addition Sq. Footage (Including Exterior Roofed Areas) Dat, Irioor runs rewewea Dy acnooi uisinct rersonneil District Identification No. 9V U U 66 t / School District certifies that f] (Applicant) r vca (Street Address) (Phone Number). (City) (State) (Zip Code) has complied with the requirements of Resolution No. representing —4 7- ?.) . square feet. Paid by Check # .. —, Remarks: �(/ �� by payment of b 7 IAB 2926 $ FULL MITIGATION s Date Notice: You'may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government'Code Section 660201al, within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from :challenging the' imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District Is notified by" the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act ICEQA), this.poject'may be subject to additional school fees to fully mitigate its impact on the school district's schools. White'(applicant), Yellow (building department), Pink (school district) feeform.xis 110/98)drnm r g 5 rl A'.A' 6'-01 6..2. fF17TEFi NE PLERS 0c) F�o OI30 PSF 13; 20 PSF I 0 PSF ------ 20 PSF (D201PSF Oro 1 z il 39) PSF 30 PIF G> (D (D 40 PSF .(j>40PSF �". �&op%7 030 PSF rZza m 20 PSF ---------- L)7: 030 PSF PIF 4V PSF 40 PSF 40 PSF 0 30 PSF --------- (D 40 PSF 40 PSF "'7%, STANDARD CARPET OPTIONAL CARPET Lam, ROM MASTER BATH —W-6.: T -I* FAMILY ROM (ASST BATH 01-6 31-61 ONM ROOM KFTCl4Et n..6: , ly-ff MASTER BEDROOM UT]LrtT-0 -6 BEDROM -2 BEDROOM -3 FOTER—D:.&: 41-01 LEGEND UJALK-N WARDRMES PIERS R TABLE I TOTAL- 54b.bo ■ OF INSTPEALLATION MANUAL PIERS PER TABLE III INSTALLATION MANUAL 13'-6' WIDE CARPET (OFNOT REWRED FOR 201) PIER PIER FOOTING SIZE REWIRED (S). IN.)%1T0 PIER PI R. FOOTING SIZE REOuiREO (SO. IN.) PIER PIER FOOTINC SIZE REWIRED (SO. IN.) PIER PIER FOOTING SIZE REWIRED (SO. IN.) CAPACITY — NO. CA 1000 PSF 15M PSF 2000 PSF W 00. CAPBAS (LBS.) (LOS.) 1000 PSF 15M PSF 2000 PSF NO. (LOS.) 1000 PSF 1 1500 PSF 2000 PSF 1000 PSF 1500 PSF 2000 PSF j 2000 288 192 144 13 4000 1 576 384 288 5 6000 864 576 432 7 IOODO 1440 960 720 2500 360 240 180 1 4) 1 5000 1 720 1 480 360 6 8000 11,52 768 576 8 12000 1728 1157 864 OR MNG "ILE CARPET & PIER PRODUCT NATIONAL HOUSE ..... . 0' NH3721 �IPT ��. DRAFTING DEPT/PERRIS DIVISION SO. FT. I OAlE 1,782 10-8-97 1 6- gap :A 3100 N. PERRIS BLVD. SUPPORT LOCATIONS "g 5KA �M PERRIS, CA 92572 qw ORAW6HC fILE iNrORMATION 11: SHEET REUSED Phone �909657-1611�909 PERRIS DIVISION TRA.N J. MONTES I -A2 , HOMES , 3172 Fax f KJ� S4 .•:; sa�"'�r_�:"a'!'i°`'ir2!'+�`?' r� .. i _ y • � T COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION �7�C©UNTY CENTER DRIVE, OROVIi,L'e'G0,-V� 4F-L.EPHONE (916) 538-7541 SCHEDULE OF RECEIPT OF FEES OWNER i !c?4 ter+• .S A.P: # 0 2_'R /J' 5' PROPOSED BUILDING USEy�� d r^v �Cf DATE// /fj'g RECEIPT # DATE REC 1. BUILDING PERMIT FEES -- Balance Due ................ $ -- Additional Fees Due ........... $ v %Additional Fees, Due ........... $ "=,Revised PlanCheckidg-Fee ....... $ ^ 0SCHOOLf''DISTRICT FEES O r'O U; ILS-- ffi ,fie / (paid at District Office) (� SHERIFF FEES (paid at Building Division) C6 Residential ........ x $360.00 = $39� Units Commercial (sq.ft.).. x $0.03 = $ Sq. Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x = $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq. Ft. Amt. RECREATION DISTRICT FEES' -(paid at District Office) i ;1544q 1 41 ki. 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) /t �7) . FIRE INSPECTION AND PLAN CHECK f $89.Q aid at Building Division) CCK J'U1r' fes'' 7� 8. WATER TENDER FEES (Battalion # ) $200.00 (pa d(at Building Divisibn) AJ 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) v 10. OTHER At time of permit application, I was advised the above fees are required -:to be paid prig ' to issuance of the building permit These fees may be changed during the plan checking process. APPLICANT DATE jPursuant,o Government Code Section 66020, you.are hereby notified -that i6ms;2,3,4,5,6,8,9, and 10 above may have been imposed on your s ,� a w- Ir {project: You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are, specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner, (Rev. 2/97) COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER 17--), Z �c PROPOSED BUILDING USE Md e,^ ti 1. BUILDING PERMIT FEES. -- Balance Due ................ $ -- Additional Fees Due ........... $ -- Additional Fees Due ............ $ -- Revised Plan Checking Fee ....... $ n SCHOOL DISTRICT FEES 0 i (paid at District Office) 1 SHERIFF FEES (paid at Building Division) // G esidential ........ x $360.00 = $3(� d a Units Commercial (sq.ft.)..., x $0.03 = $ Sq. Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x : = $ #Units Amt. Commercial (sq.ft.) .. x =$_ Sq. Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) &AFIRE INSPECTION AND PLAN CHECK $ aid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A. P. o DATE RECEIPT # DATE REC At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT Lite'" DATE 17 //.7/17/ Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) PIT 12/9 6) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 4E!5'9 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR.CELNL1.ER D 1 WN0 Z0S / V BUILDING PERMIT HONE Z ejQ33 SO. FT. OCC. BUILDING VALUATION LV OW MAILING AQ0RESt/ `g ,7�5'_ ` ti7 73 V != r 1 CONTRACTOR'S NAME cd Pk- ELEPHONE CONTRACTOR'S MALING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation S ARCHITECT OR ENGINEER LICENSE NO. Filinq Fee b 20.00 Permit Fee Z UV $ G d ARCHITECT OR ENGINEER'S WALING ADDRESS Plan Checking Fee b , ° U/rEnergy e Plan Checking Fee S S 143 PERMIT FEE $ LOT NO. SUSDNISIONSNMIE PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Tra 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome 42Q0ther SPECFv Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New kAddrtion ❑ Remodel ❑ Utilities ❑ lnshRation ❑ Other ❑ Describe Work: zl:z O 4r11 12 -el-- �,L, ,�p�,e-. r-- Gas piping system 1 - 5 outlets 15.00 ' Building sewer 15.00 /S,60 Mobile Home I S I G I W (920.00 PERMIT FEE ti 06 ELECTRICAL PERMIT Filing Fee 20.00 Main Service xw OR LESS 23.00 , 00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license Is In full force and effect License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit Is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that If 1 should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. �i Date _%��Z� `U Ignature of Applicant - ❑ Owner ❑ Contractor iZ Agent An OSHA permit is required for excavations over 50' deep and demolition or construction of structures over 3 stories in he' ht Main Service 200A TO 46.00s NEW CONST. DWE1o LMOCCUCUP. S° OR ADONS. a ACC. BLDs. 3.5¢FT; EW VI NOWREOSID. RAWN MULTFOUTLET (97,50 P.0 APPARATUS a as B20 ® I R FW oun�oRFvcTUIiEs Ex. Occu OUTLET Ex. Occup. o,ITLr�sA LNS .)F, 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE :3 E7 ' MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE D TOTAL FEES q ;This IMP I FLOOD I COF PARCEL I PD HD UE permit is hereby issued under the applicable othe Butte County Code and/or Resolutions indicated above for which fees have been By Date PERMIT EXPIRES ON provisions to do work paid. to Receipt No. WHITE-D.D.S.-B.D. CANA SSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT I LAND DEVELOPMENT OROVILLE / CHICO BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Building Permit No. OWNERS,, % C�27-2 %?J/eA/ NAME P NT LAST NAME RBST ADDRESS / LOCATION: 15Lc% Z 4 e'S )E—/'q I— . A.P. NUMBER ,-:;ZP ' COUNTY ZONING DESIGNATION: J� FLOOD MAP: FLOOD ZONE: APPROVED: CONDITIONALLY APPROVED: ✓ RESOLVE PROBLEMS PRIOR TO APPROVAL: V EDS OR MAP �DEED INFORMATION: PARCEL CREATION BY DE DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTSICONDITIONS: MAP INFORMATION: - DATE OF RECORDING: Z Z D LOT 'Z BOOK 2 PAGE 3s g COMPLIANCE WITH OLD SyBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAk AT PAGE 23): YES ✓✓ NO. IF YES, MARK APPROPRIATE ITEMS) BELOW: A. Constrict road to B. Meet parcel size required by zone. C. Meet current E.H.D. requkunerrts. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: . ALL FEES TO BE PAID TO THE BUILDA G DNOON UNLESS 07NJE9URSEIYb11� 1. Maintain a 50 IL buffing setback from centertlne of road. —2. Maintain a R building setback from right-of-way/centerMe_ _ 3. Comply with Zoning code for bLftV setback from road. 4. Maintain a 100 R IeactMeld setback from all existing wells. �5. Maintain a R leachfleld setback from �8. Pay water teniii Dees to the amount of $ 2 00 to Battalion Number of the Butte County Five Departrrrent. A7. Meet the Fire Safe Regulatlons of Butte County and P.R.C. 4290. — —8. Conned to a public water supply. _ 9. Conned to a public sewer system. _ 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures In acoordanoe with ft Netl WAI Fie Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and rr10t110 homes. NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications. serves the parcel. -i1. Pay T.D.D. (Therrnatito Drainage District) The In the amount of S _ 12. Most the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) —13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355.7010. —14. A traffic mitigation The for e0i new or additional living unit " be paid. Pay the amount of S -- as Stated In the -- Orovilie Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning OhWon. —15. AA new residential bu WbW aW be constructed to comply with the requirernents of the Uniform Building Code for seismic ad*. Mobile homes " be constructed on a permanent foundation system which complies with the Selamic Zone 3 requirements of the Un form Building Code. -" X16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. _.15. A development biped The for sheriff facilities shd be paid pursuant to the provisions of Chapter 3. Article 11 of the Butte County Code. —19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the CaHbffda Clean Air Act of 1955 as amended. _ 20. If any cultural resources are encountered during ground disturbing activities. all work shall cease In the area -of the find pending examination of the site by a professional archaeologist This person would then be able to assess the ails significance and suggest appropriate mitigation measures. - 21. _23.' -25. —26. LD 6198 FORMS%BLDG PERMIT CLEARANCE RECEIVED N 0 V 18 1998 COUNTY OF BUTTE LAND DOELOPMEHT DN. 22."' _23.' -25. —26. LD 6198 FORMS%BLDG PERMIT CLEARANCE RECEIVED N 0 V 18 1998 COUNTY OF BUTTE LAND DOELOPMEHT DN. CDF FIRE SAFE REQUIREMENTS 7 -189 AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. [A 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards �(] 1273.02 Surface. All driveway surfaces and structures (bridges, ,\ 1273.07 culverts and other app-_,rtenant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. • [ 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [ 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. [X] 2. The length of vertical. -curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. . [�] 1273.05 Turnarounds. If required, will have a minimum turning ,radius of 40 feet from the center of the road. 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 I feet long with a minimum 25 foot taper on each end. 1`j 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. BUTTE COWN' $ Page 1 of -3--, �r WILDNG DEPARTMEN t A Z'q -17 -(c/'cj _ d D6.2-- 644w'5:, AP # PERMIT # NAME [�] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than.800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [X] 1273.10 Turnaround. A turnaround shall be provided at all �� building sites on driveways over 300 feet in length and shall be within 50 feet of the building. ti 1273.11 Gates [P 1. Gate entrances shall be at least two feet wider than the roadway it serves. [P 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [ ] 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. ] 1. All par(2els 1 acre azid larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from 411 property lines and/or the center of the road. [ ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification. shall ba completed prior to completion of road construction )r fi:ial inspection of a building permit. Page 2 of 3 C1 4 1 9q-600 2-- .364,vts . zw-ymz-��j AP #� PERMIT # AME Other Requirements [ ] If Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves [ ] If Building Setback is Less Than 15 Feet Choose any 3 of the following: - Metalor no doors on side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed 10% of wall area toward property line with insufficient setback - Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials Date Signature Page 3 of 3 �i q% NOTES C C r 4 RESIDENTIAL 028-170-189 T _ 99-1137-� PERMIT N0i - BEAMS, JoAnne & Daymon 85 Hurleton Swedes Flat, Oroville Contr:Owner Open Deck 6 SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) 2 Signature COUNTY OF BUTTE c e ---:UILDING DIVISION ` DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 * 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, .ii please contact this office immediately. I C -D J " // Date ®Z 4` Inspector ✓I //�� REV 10/92 V= OK 0 = Not OK - = Not Applicable MOBILE HOMES = Not Ready Date MOBILE HOME VILITIEJPIans) OK except Vs 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete MISCELLANEOUS Date 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or / /"L"ft./ /'LPG tal"Decks; 7. Well Clearance 8 Disconnect 4. 8. Utility Clearance 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors Date Electric Card B-1 Date Card B-1 Date Frmg.; Sills -Anchors- Studs- Rftrs-Trusses Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except ti'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 Date Dat 5. Drain; MH Test -Fall -Flex Connector Date 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater Date 8. Card B-1 Date Card B-1 Date 9. Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVgRS, CARPORTS GARAGES (Plans) OK except Ws Z Rqqd rements-Setbacks-Easements Fo gs; Soils -Size -Depth -Spacing -Connectors -Steel tal"Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills -Anchors- Studs- Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Dat Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date FINAL (Plans) OK except H's 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ./= OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date Underfloor (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Fig., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Fig. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped Date 6. Stemwalls, Garage; Steel- Blockouts-Wrapped Hangers -Post Caps -Anchors -Connectors 6a. Hold Downs and Special Anchors 48. 7. Slab, Steel -Wrapped Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 8. Piers -Fireplace Ftg.-Steel 51. 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Property Line Firewall & Openings 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 54. 11. Water Pipe; Test -Anchors -Regulator -Service Test Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 12. Electric Underground 57. 13. Plenums & Ducts; Clearance -Material -Support -Ins. Glazing Area -Glass Protection -Skylights -Plastic 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 60. 15. Access & Ventilation 16. Insulation 69. Stairs & Rails Date 70. Card B-1 Date Card B-1 Date 71. Card B-1 Date Card B-1 Date 72. PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 79. Insulation -Foam -Looked in Attic Date 80. Card B-1 Date Card B-1 Date 81. Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral O Yes ❑ No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ' Date Card B-1 Date Card B-1 MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Date FRAMINA (Cont-gued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties- Purlin-Rolf Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. 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 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 82. Following Instld./Drive ] Yes ❑ No/Walks ] Yes :1 No/Planters 0 Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: _COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 RMI NO. (Rev. 12/96) t APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 028-170-189 ZONING A BUILDING PERMIT OWNER BEAMS, JOANNE & DAYMON TELEPHONE SO. FT. OCC. BUILDING VALUATION .OWNERS MAIUNG ADDRESS 85 HURLETON SWEDES FLAT ROAD, OROVILLE CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDERS MAILING ADDRESS Total Valuation $ 488 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee _ $ 20•00 Permit Fee $ 1 5.00 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ 23.00 BUILDINGADDRESS 85 HURLETON SWEDES FLAT ROAD, OROVILLE Energy Plan Checking Fee $ $ PERMIT FEE $58-00 LOT NO. 18911 SUBDIVISIONS NAME PARCEL MAP 2 1— 3 6 PLUMBING PERMIT Filing Fee 20.00 i USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap7.00 Solar or heat um water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New CX Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: OPEN DECK Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 'oA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors /�o construct the project. l8 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADONS. a ACC. BLDs. SO 3.5QFT: NON-REOSID. MULTI.OUTLET UITS @7,50 POWELER APPARATUS IN. a SI OUfLEr CIR. Ex. Occu aun.EroRPocruREs 201•00 SAL @ .50 Ex. Occup. OMD s RSD.) E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S I'%, WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number he above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date *at pplicant - ❑ Owner ❑ Contractor ❑AgentAn t is required for excavations over 5'0" deep and de olition or construction ures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ corer. TYPE TOT FEE $ 5,W.00 HAZ. PX FLOOD ICDF PwaAD ISSU This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have ey PERMIT EXPIRES ON_�_4 the applicable provisions Resolutions to do work been paid. Dato. T 0D.S.-B.D. ate CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT t -COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 9� ,P r Nc (Rev.1IV6) APPLICATION AND PERMIT 7 w."Iftn' � 8 r 20W* -BUILDING PERMIT "a SO. FT. OCC. BUILDING VALUATION aM,►�, s �ooaa. as 5 w �c�is f D� I 1, oo►rtMcroRs � NG(� 6�t (��'/Z TsunaNa 6, � p — c0NnVCToa1 Wiura ADMAN sramE 45 Abode ooNmcmH umet UNOO'f MANNO n00apa SG}ME 4$ ho ✓a- Fireplace Total Valuation _ v ""c""E� °" Er�a►r�n c�wNc-'2 uca►sa No Firing Fee S 20.00 Permit Fee ti ,C d ura �ooa AACWEcr oil04NURV Wuaes S /im r s 0-b&o c1 Plan Checking Fee = .z 3. C, suaoNo �ooata. l�u R jod cv d- s F/ -C) Energy Plan Checking Fee = 00,116- �la �m I v PERMIT FEE = wrw/e SLOD"owswwe a�Pkqft MAP PLUMBING PERMIT Filing Fee 20.00 USE FSTRUCTURE SF O Duplex O Mobilehome Other ,PEC" Each Tr 7.00 Solar or heat um water heater 23.00 Water piping 15.00 Each as water heater Or vent 15.00 / TYPE OF WORK New G(Addition O Remodel O LXIU* O installation O Describe Work: 54 G � _ — Co Other O P L�.� _ Gas piping stem 1 - S outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE tt I ELECTRICAL PERMIT Filing Fee 20.00 Main Service o0 o0ai a 23.00 '�, I+ ( 1 Q �— a � ReceiptNo. WMITC.n n 6 o 1 Main Slice saa► To IOWA 46.00 ►mow r . oow.. :a Oft A00—N8. . AOC. 9N. 3.s�FT., wwaEsro.' YNITFOURlT @7.50 POWO APPNMnA as Ex. Occup. ouncr os mman aw Y �:w ' foo o �Pv�'a oa 5.00 Ex. Occu . ountrs aro. u Temporary Service 23.00 Mobile Home Facilities 20.00 Msc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 11.50 Ventilation PERMIT FEt i Mobile Home Installation Fee $ Energy Inspection Fee E occ coNsr. T" TOTAL FEE_ "�'Or' IUZ. 1 0. AXES W► 9=0 I COf PyAM PO "D This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date �— PERMIT EXPIRES ON _ — -. ._. `Z> a Environmental Hub JAN 19 2000 ,County Center Urivi. n6uille, Ca 4 0 T W A r r . r r COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: &JAWla .. I ASSESSOR PARCEL NUMBER: O Pe 170 "!0 Proposed Building Use: Building Inspector: n 6!i— Date:i'� l . At time of permit application, was advised the following data must be submitted prior to permrtt pr�saing and/or issuance: Date Received By ❑ 1. items have been submitted ------------------------------------------------------------------------ 7-------------- . Plot ans, 3/4 sets, signed by the preparer of plans.------------------------------------------------------------ (6,- rdplete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 114. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑ 6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form. ----------------------------------- \ ----------------------------------------------------- ❑9. Manufactured Home data and installation instructions including Tie Down Specifications ------------------- El10. Fees of $ ------------------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule.----------------------------------------------------------------. ❑ 11. California Department of Forestry plan approval/fees-------------- 001 elevation certificate. --------------------------------------------. 0 on and plot plan approval Health Department. 5. City of Chico plumbing permit. --------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------- ❑ 17. Planning approval for (A) Use: (D k 1 (B) Parking: _. ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). -- ❑20. Pre -inspection for required. Request to Building Inspector on 021. Contractor's license information. (Number, Name Style, Classification). 022. Workers' Compensation carrier and policy number. ------------------------ 1123. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). -. ❑24. Letter of signature authorization. ------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. 1126. Letter of intent on building use. --------------------------------- 027. Manufactured Home utility clearance. -------------------------- 028. Existing violations and/or expired permits. --------------------. ❑29. 11433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Other: When you issue the permit, process as follows ❑ Mail to owner, ❑Mail to contractor. 6Felephone . and hold for pickup at Oz, -O' office. ❑ Deliver with inspector. Applicant: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: Date: By: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: �1 _ (Date Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Volt..... !'...... Tl.,.......a�,.,• AA E.H. USE ONLY Mot Plan Attached Flao►•Plin Attached tvO Sant to B.O. / TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance. Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for �dweiling. Other �� X� Hold final for: Final clearance O.K. for: (VOTE: Environmental Health Specialist 8/96 Date 1 c o A'n " -9.o,' �- ale f;f A o1r, a Olin f AI., V: i U I V i r, Lit I .028-17-0"189 99-0421 MHI BEAM, Damon & Joanne 85 flurleton Swedes Flat Rd, Oro. (MHI/99-0420) Quality Comm. AZI COUNTY OF BUTTE - DEPARTMENT OIq,DEAtoPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) -, APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 0114 ?--0489 ZONING �� BUILDING PERMIT OWNER M- TELEPHONE 7 SO, Fr, OCC. BUILDING VALUATION - - OWNERS MAILING ADDRESS 6501 74TH ST,RIG CONTRACTOR'S NAME TELEPHONE Jt CO `RACTORS MAILING ADDRES94�, GALT 95632 CONSTRUCTION LENDER _ Fireplace LENDER'S MAILING ADDRESS i Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. % Flin Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan CheckingFee $ • 00 pp• ., BUIL DN ri LEAN SWEDES FLAT ROAD. OR04LLE rgy Plan Checking Fee $ $ 11300 !3 a PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome 2 Other SPECIFY Each Trap 1 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 , TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation Y] Other ❑ i Describe Work:%QQ..Qb,(i Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL. PERMIT Fling Fee 20.00 a00VOR UES Main Service 20.A OR IES. 23.00 __. LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that•I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, .and my license is i5doillforce and effect. License Class O 1 LIC. NO. DLl 0 1 t- ( - OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ [,as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 1�4have and will maintain workers' compensation insurance, as required by Section C/ 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' ,c !'pens do insurance carrier and policy number are: Carrier-/'ll�015 ,.7-tiS, 6,6,u .,i,! i ,._ Policy Number `°11 rt (The above sections need not be completed if the permit is for wort of aeon of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. /, -- _ Date 2— Signature of Applicant - ❑ Owner ❑ Contractor WAgen An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. SO OR ADDNS. ( & Acc. Blas. 3.50F?' ,�µRESID MULTI . BRANCH -OUTLET @7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occu OUTLET OR FIXTURES BAL @': 0 Ex. Occup. oUT11EDTA'(.., D•OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE t MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ 100.00 Energy Inspection Fee $ occ CONST. TYPE 1(a3 •� TOTAL FEE $ �. HA;, / D. FE MP PD CDF AR V PD ISS This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been By ,,!� /jDate PERMIT EXPIRES ON , 'r,4_..�i46t I - • a-te provisions to do work paid. Receipt No. 258389 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT !� COUNTY OF BUTTE - - - BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive- Oroville, CA - (530) 538-7541 R° CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is r completed. If you have any questions pertaining to this matter, or need additional explanation, f= please contact this office immediately. �- A-57 )k1. sr , x<, z REV 1 G Inspector i L• r LiL.S`t.0 b Carttr./0".nor: 1 i U �� �r y eti ! r licr�ttsa No.. 10 - t ...... .. ...................... 30 I ?A ScaJ23 Mi %,*3) '�.�ViB..r? htow arm wero t3o2 dc-mplad error to of a �, � �# ► 7 i. t � t,� _:� :. ��t �t�m px to 07 dcing tho iiutacat an, and wam bw4wd in _ n r t#rL'�rx C�i3ri t}*a -!Co jr4mcliortz., plain and S-P=itiL--stionT of tha o meed �i r LiL.S`t.0 b Carttr./0".nor: 1 i U �� �r y eti ! r licr�ttsa No.. 10 - t ...... .. ...................... 30 d 9=7Et9vL60 :Dt-4i t•1WG'J A.ii lt+n WH 9t:60 oH-2i-d3' ....................................................................................•---.......-----•-•----........-----......................---......................--•---..........--............... _......... 41 t • . _ . : vii;, ;,. • - rivl' v TM X1 tl G of ,.t( �QJ1rj L�i►1_i6E _ . L .+!' r_�a:K: S,�x'• �ti.+'�r+�' � �r,... � . :� i��; .ys�..J�' (:. .. T to . � .. � ;_: r, b' f ? •�~ lre � 3,• r rt� y��,y.;,- � to � � � � r [ • :y T - d � `�--• f� „."'.'..—�+a :;'7"r.,” -..•'F;., - .,. .. - - ry'1�..�+.�'y7",".µr.+`-."?'y.�:'!ri'�?r" .':"-�"yC �:. w^R', i MOBIL,EHOMEINSTALLATION,ACCEPTANCE COUNTY OF BUTTE, DEPARTMENT OF DEVELOPMENT SERVICES t ° BUILDING DIVISION - COUNTY CENTER DRIVE OROVILLE, CA b5965 - PHONE (530) 538-7541 x APN: PERMIT NO.: `ice Owner's Name: ' Owner's Address: .L Mobilehome Manufacturer: Year of Manufacture: Serial Number or V.I.N.: Insignia or HUD Number:' r�� _ -1 L 2-s S Official approving installation:r Date: 4 2 ./�A ^ .7.cd .f ( / If the mobilehome is oved or relocated, the mobilehome installation acceptance shall become invalid. This form shall not be used when the mobilehome is installed on a foundation system. 513B White -Owner, Yellow -Installer, Pink -Bldg, Gold -Assessor ...�.rY. K.��v�'�7J. : a"�,p.��',vr'.'"+�..w.rr�.�...,t "4+�•�^''..,-_n'"�'.'�-rti.�" ��T1Jwnt.,y.x'"'`�.•r..ti,..�iu..ilr,�,,.r�""'+a�.�.v�^F crit-%��:wS...rv_t... �i..�,a=.mow- ..� 6� 0o BUTTE COUNTY SCHOOLS IP01PACfi FEE CERTIFICATION FORM a . (One form per Building) School District 2 rf '� j t3 Building Department No. A.P. Number 2—!g— r% 0 4 �Lr iisd ction: City. County Property Owner 796-11 A444? Al E' \ I n Gi.N HILA- 1l�Gc. wt_S Property Location/Address Subdivision Residential Development Commercial/Industrial E2" No of Living Mobile Home Units Installation i New Addition Lot No. i. Sq. Footage' I Addition] 'Supplemental to I(Group R) Conversion Permit # i '(No foundation inspection): moor runs reviewed Dy acnooi uistnct rersonnep Sq. Footage (Including Exterior Roofed Areas) Da D strict Identification No. 990087 C)'Cd yv1(f pJ146A' School District certifies that A (Applicant) (Street Address) (State) has complied with the requirements of Resolution No. representing , TS7, square feet. District Paid by Check A Remarks: (Phone Number) 7 Y9 U V (Zip Code) by payment of $ 3 003 G AB 2926 $ FULL MITIGATION = Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with . Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink Ischool district) feeform.X1S'00/98)dmm / .--) C 0 <-/ L v v v scio� 4 6•-O• 6••O' 6••0• r -r T•r e••e• re r•1c r -Ir .••r CENrEi3rE 27 O7 30 PSF . _ 1 O 40 PSF '___. • 1 OI 70 PSI 1 ....� ; ) 30 PSI >oPs gb ) 30 PW30 gb Oj PW 1 PSF 8bP5F P5F OS 40 PSP >e /) 30 PSF _ 10 Pg . 30 PSF7— S 10 ry S b PSf O b PSi p 30 PSl O) b PSF 6 b P!W- ® ® y STANDARD CARPET OPTIONAL CARPET 04IG ROOrt arae+ -v6•. r•e- FOrUY IWM MA31ER 6AA.' 6•-6' a Yi• DNM FWM cAW 6M D•-6• a S•-6' K"Tot 6EDRODH or4rrr D•-6• . F-; 6EDRDRI 7 r6IR 6R "a*. —D••6• ■ Y -r LEGEND � DEDROM -5 . t*JWFZM PUS PER Mi i TOTAL 13•-6' x BB• -I' ■ OF WSL A110N WI AK PM PER IAW III ®- OF NSWI IM WXUAL 13'-W WDE CARPET (NOT REMRIXI FOR 201) p1fR P� FOOTING SIZE REOUIRED (SO. K) -per FOOTING SIZE REOURED (SQ INCAPACITY.) pER FOOTMIG SIZE REOUIREO (SO w) PIER TOOTING SIZE REQUIRED (50 K) CAP40. () 1000 PSF 1500 PSF 2000 PSF N0. (IBS.) �' (185) �' UPIER (185.) ID00 PSF 1500 PSF 2000 PSF 1000 PSF 1500 PSF 2000 PSf 1000 PSF 1500 PSF 2000 PSF 1 2000 288 1 192 144 3 4000 576 .384 288 S 6000 864 576 432 1 10000 1440 %0 720 2 2500 360 240 180 • 5000 720 480 360 6 8000 1152 768 576 8 12000 1728 1152 1 8W �PT 0".n.a r'"` CARPET & PIER woaur NATIONAL (OLDEN WEST HOUSE WWW "6• NH3421 DREAM HOME GD34 DRAFTING DEPT/PERRIS DIVISION �/ a sarr 3100 N. PERRIS BLVD. SUPPORT LOCATIONS 1,566 11-19-91 4' PERRIS• CA 92572 ''Q OAA—C r$L[ o0•r. a• : SKIT [•n[0 909 657-1611 Phone wr0.�•nm. PERRlS []iV�ON J. MONTES —,Q 14'4 -IS -98 HOMES 909 943-0631 Fox ,2 ,� i.! 70-0 , LAND OF .NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • 09OVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530)538-2140 June 02, 1999 Damon and Joanne Beams 6501 24th Street Rio Linda, CA. 95673 Building Permit Number: 99-0421 Assessor's Parcel Number: 028470-189 This office reviewed the above referenced building plans. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Provide dimensions of mobile home on Data Sheet. 2. The Mobile Home Support Data Sheet was not filled out correctly. Spacing is to be shown from the front of the mobile home back. Pier sizes are to be included. 3. Obtain Encroachment Permit for driveway. 4. School fee form will be sent when dimensions are provided. Plan check will continue upon receipt of the above items. Additional items may be required when plan check is resumed. If you wish to discuss any requirements, you may contact me at (530) 53.8-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Sincerely, avid Wasney Building Inspector III. cc: Quality Communities A. P. # � -- 1 OWNER q'�� PERMIT # - MH UTIL. CLEARANC DATE INSPECTOR ELECTRIC GAS SUPPORT' STRUCTURE COMPACTION TEST REQ. SERVICE OTHER PIPE YES NO YES NO SIZE LOAD TYPE SIZE LENGTH M.H.L-2 :..r . ,, .....:..... 1i:9' /fr/ f/.•;{!.Fliry�i i�AW.�i/:�11��%N%'li{ii/•f��! N/ �/,fr.r;: %:1.,:: •::r..:.,.:.............................::.......:::::...:::::::r:::.......y::rr:n�:r::.::..::::::::. �::: ................::: r::: •.::...�::::..:•:::::r:.:::::: r:.r..•%jv: Jr'�r :'�/� 1. Owner's Name: 2. Assessor's Parcel Number: 3: Installer's Name: 4. Is the site currently under permit? Yes[ J Not+Permit No. 5. Is the site an existing site? Yes[ J No [A (If yes, furnish two plot plans). 6. What is the electrical rating of the mobilehome? ,6pb Amperes. 7. What is the mobilehome site circuit breaker rating?_Amperes. 8: What is the electrical rating of the mobilehome site? Amperes. 9. Is the main service remote from the mobilehome site? Yes[; No[ ] If it is, what is the rating?. 2Dlj Amperes. 10. Is ihere any other electric load to be served by the mobilehome site electric service (i.e. well, garage etc.)? Yes[ J Nof)4.If yes, please identify the load and size: a) The mobile home site: Load- Amperes - _b) The main service: Load- Amperes - 11. Type of gas -service at mobilehome site: Natural[ ] Propane[A None[ J 12. Sizeof gas pipe at the mobilehome site from :;. the meter or tank: inches. 13: What is the gas pipe length from the meter or tank to the mobilehome? �j(ft.). 14. What is the mobilehome gas demand? B.T.U.* *(This information is not required if the pipe length is'less t an 6 feet on natural gas or less than 50 feet on propane). THE OTHER SIDE OF THIS FORM MUST BE COMPLETED IN ORDER TO PROCESS THIS PERMIT :APPLICATION May 1995 8.5 Mobilehome Manufacturer: Manufacture Year: If other than single wide, furndh Setup Model Number: Z._2,3 - 9O 3 722c7o Width: M, Length:_(ft.) Tagalong or Expando Size (ft.) x (ft.) On all mobilehomes manufactured after October 7, 1973, rnish In facturer's installation manual and structural setup sheets. FOOTINGS: Wood pressure treated or foundation grade[ ] Other: SUPPORTS: Concrete block+(] Other: Provide Tie Down Specifications for all Mobilehomes: Pier Footings Sizes and Location SINGLE WIDE Line 1 Line 2\ MULTI -WIDE ............................................................................................. Main Beams ............................................................................................. .......................................................... Main Beams .......................................................... •......................................... Tag or Triple .......................................... Line 1 Piers: Size minimum: o?b I x oZU Spacing maximum: ` p � ` From ends-ma-,imum: 3 ` Line 2 Piers: Size mirdmum: Spacing maximum: 0 From ends -maximum -1 t` Line 3 Roof Loads: Size minimum Location (from front): Line 5 Roof Loads: Size minimum Location (from front): S 4 1 .ine 1 Line 2 .me 2 Line 3 Line 2 Line 2 Line 1 Line 1 Openings Size minimum: [ x VO ]. Each side of openings with width over: G ` Line 4 Piers: Size minimum: [ J x [ ]. Spacing maximum: ` From ends -maximum: ` OVER . --�imVmA.Ca Cc f. LL IL ac cr Ld tr ALI . --�imVmA.Ca Cc LL IL ac cr Ld tr ALI Jr." go 0 cc �RL 'W%.PARMW �0 lLNNG cy co ALJWW Jv�—Df `^0an-25-00 09:46A 1. Owner's Name:, 2. Assessor's Parcel 3. Installer's Name: P.07 4. Is the site currently under permit? Yes[ j NoI—}-Fernut No. 5. Is the site an existing site? Yes( I - No[ -A (If yes, furnish two plot plans). 6. What is the electrical rating of the mobilehome?Amperes. 7. What is the mobilehome site circuit breaker ratiiig?I,QLAmperds. 8. What is the electrical rating of the mobilehome site?QQ Amperes. 9. is the main service remote from the mobilehome site? Yes [,r No( I If it is, what is the rating? 'Zf�l� Amperes. 10. 1s there any other electric load to be served by the mobilehome sl te electric service (i.e. well, garage etc.)? Yes[ I No{ �}-If yes, please identify the load and size: a) The mobile home site'. Load- F Amperes - b) The main service: Load- Amperes - 11. Type of gas service at mobilehome site: Natural[ j Propane None( 1'_'. Size of Agas pipe at the riiobilehome site from the meter or tank.inches. 13. What is the gas pipe length from the meter or tank to the mobilehome).& (ft.). l4. • 'What is the mobilehome gas demand? B.T.U. " "(This information is not required if the pipe length is less tan 6 feet on natural gas or less than 50 feet on propane). TU OTHER SIDE OF THIS FORM MUST BE COMPLMDI IN OR' nER TO PROCESS THIS PERNM APPLICATION Q nV P r, g.s May 1995 B U.-1 TE .13 -'-'l L DING nIVISIO_, Jan -25-00 09:46A Mobilehome Manufacturer: G��'��c �/I/e'�� i— Manufacture Yeah: If other than single wide, furnish Setup Model Number: _ y/ t 5 7-Z 1 Width: (ft.) Length: 66, ft.) Tagalong or Expands Size (ft.)'x (ft.) On all mobilehomes manufactured after October 7, 1973, furnish r4aw6wiUrer's installation manual and structural setup sheets. FOOTINGS: Wood pressure treated or foundation grade[,�] Other: SUPPORTS: Concrete blocld ] Other:„ ��n, Provide Tie Down Specifications for all Mobilehomes: Pier Footings Sizes and Location SINGLL WIDE NMTI.WIDZ Las ! 1 Lies 2 Lkr Z liee2...................................... I.�'......................................... I 23 Live 1 1* 2 Maio Bums ......................................................... LAM 1 .................................. �i inc 3 .rag of Triple t Line 1 Plers: Size minimum: i Spacing maximum: / %I From ends -maximum 1 Y , Line 2 Piers: Size minimum.: lie I X Uhl Spacing maximum: From ends -maximum G' ` Line 3 Roof Loads: Size minimum Location (frorn front): Line S Roof Loads: Size minimum: Location (from front): Line 1 Openings Size minimum: Each side of openings with width over: �H Line 4 Piers: Size minimum: x Spacing maximum: From ends-maximumf7 ` r MZ 1 Z fE is 7�E OVER y 4 P. 08 A . t COUNTY OF BUTTE - DEPARTMENT 0 OPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-75419Q� PERMIT NO, (Rev. f/ —0 ~.12/96 " APPLICATION AND -PERMIT '�--T ASSESSOR PARCEL NUMBER 028-17-0-199 ZONING A-5 BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS rrni 94 H 'T, RIO IINDA CA 95673 CONTRACTOR'S NAME TELEPHONE CONT TORS MAILING ADDRESS 14 CONS�!NDEN, GALT CA 95632 TRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation is ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ 23.013 BUILDIN DRESS HUTLETON SWEDES FLAT ROAD, OROVILLE -Energy Plan Checking Fee $ $ rl PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome Y Other Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 -SPECIFY TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation X] Other ❑ Describe Work: MHT/AA-f)420 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W@20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 2o.AOR. s 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is II force and effect. ��^C� � ( 1 � % License Class -y Lic. No. IS56 Lt 0 1 "t OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit'is issued. have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' pe s Ins ance carrier and policy number are: Carrier tLI!4 �/&-44 e Z,.ZL j,� Policy Number �T `- . -- a ` (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) [31 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comp) with those provisions. Fat -- S- , Signatu a of Applicant - ❑ Owner ❑ Contractorgen , An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service TO 46.00so WELL200A CCU000A NEW coNsr. DwELUNo occuP. OR ( ACC. BLDS. 3.5QF°; EW coNsr. M NON-RESID. @7.50 POWER APPARATUS 8 SINGLP OUTLET CIR. EX. OCCU OUTLET ORFIXTUREs 20 s @':50 Ex. Occup. ouT FIXED AADD 1 E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEi: $ Mobile Home Installation Fee $ 100.00 Energy Inspection Fee $ Occ CONST. TYPE TOT_AL FEE $ 43.00 HA FE P oD CDF. Pp LSS This permit is hereby Issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been By Date PERMIT EXPIRES ON provisions to do work paid. fe ReceiptNo.c) WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Pn (P.„,v.12/9)5 COUNTY OF BUTTE - DEPARTMENT OF, DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER `� © / ZONING BUILDING PERMIT OWNER TELEFFIONE SO. FT. OCC. BUILDING VALUATION OWNERS MAI NG ADDRESS '� If i� i D CONI OR' ME TELEPHONE COM. OR NG ADDRESS 4 If CONSTRUCTION LENDER LENDER'S MAILING ADDRESS —Fireplace Total Valuation b ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ r— BUILDING ADDRESS Energy Plan Checking Fee $ a PERMIT FEE C4,LOT NO. SUBDNISION'SNAME PARCEL MAP PLUMBING PERMIT Filing ee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE _ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200.'GO' R LESS 23.00 . ' I I I I Main Service tow TO 1000A 46.00 NEW CONST. DWELLINGOCCUP. 3.50 FT. OR ADDNS. & ACC. BLDS. FT. NEW CONST. MULTI.011TLET NON-RESID. BRANCH @7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. EX. OCCU . OUTLET OR FDRURES BAL @ I.00 .50 FIXEDEx. Occup. o. PP OR EAS 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ tl 6-0 Energy Inspection Fee $ occ CONST.TYPE TOTAL FEE $ HAZ. I D. FEES IMP I FLOOD I CDF I PARCEL PD ND t3SUE This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON Receipt No. "y WHITE-O.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD-APPLICANT(Date) {l 1� .IIF ^ ... •T :'!�A � -. c COUNTY OFBUTTE -DEPARTMENT 7 OF DEVELOPMENT SERVICES - BUILDING DIVISION v COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMB Proposed Building Use: Building Inspector: ate: fS At time of permit application, I was advised the following data must be submitted prior popermit p cesi g and/or issuance: 111. All items have been submitted.------------- Date Received By ------------------------------------------------------------ _ ❑2. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------- 03. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- ----------- ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. ------__ ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑ 6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ____________________________________________ ❑ 8. dous Material Form.---------------------------- �Y. yanulacturedt Home data and installation instructions including Tie Down Specifics 'of(j__,0 Feesof $ 'k ------------------------------------------ ----_ 1. Impact fees as shown on the attach_ ed schedule. ----- ` ______ ❑ 12. California Department of Fore plan approval/fees- ------ ------------------------=----------=--------------- ❑ 13. Flood elevation certificate. -- ------------------------------------------- =""=".' ------------------------------------ _ ❑ 14. Sanitation and plot plan approval Health Department. ------------------------------------------- ❑ 15. City of Chico plumbing permit. ---------------------- _ ❑ 16. Plot plan and business license approval from the City of Biggs ---------------------------------------------- 1117. Planning approval for (A) Use: (B) Parking: -- ----------------------- _ ❑ 18. ct Land Development about 11 Improvements, ❑ Drainage, ❑ Legal Parcel. _____ ________ ______ _ 9. Encroachment Permit for driveway(construction ( on approval_pnor to occupancy). ___________________________ 020. Pre -inspection for ,j - l regwred. Request to Building Inspector on (Date) ❑21. Contractor's license information. . (Number, Name Style, Classification). ---------------------- ______________ 022. Workers' Compensation carrier and policy number. ---------------------------------------------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑)--------------------------------------- !, 024. Letter of signature authorization. ----------------------------------------------------------------------------- J50. PY � ment St Recorded co of A cultural Acknowledgatement.-------------------------------------------------. tter of intent on building use.----------------------------------------------------------------------------------- _ anufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits - ---------------------------------------------------------------------- { ❑29. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 0. Other: When you issue the permit, process as follows.P Mail to owner, ❑Mail to contractor. ❑ Telephone �/6 �,SZ 4�6 and hold for pickup at --0 Z office. ❑ Deliver with inspector. Copy of Haz-Mat form sent ❑ Health Department, ❑`Fire Department, ❑ Air pol ution ` Date: Dom' 3 �� Copy of plans. sent ❑ Health Department, ❑ Fire Department, ❑ Other: 1. Index permit Date: By. p application for the above items numbered: 2. Additional items required: ❑ Plan Check List Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, byDate: Contractor, designer, owner, was advised of the above required data by 13phone, ❑ mail, ❑ Building Division counter,, by Date: Contractor, designer, owner, was advised of the above required data by 13phone, 11 mail, ❑ Building Di,,sion counter, by Date: ' Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Buildin D' ision counter, by Da : Plans reviewed by: Date: Plans approved by: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: el ow Copy - Departinent of Development Services, Building Division. Date. l -E ' CROACHMENT PERMIT COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE, OROVILLE, CALIFORNIA, 95965 FAX: (916)-538-2140 APPLICATION IIWE, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the county roads and highways, all in accordance with County ordinances and general laws. (All information except signature must be typed or legibly printed.) �s g NAME: �ia�n�yk�s SIGNAT MAILING ADDRESS: PHONE,— 11-,/ Y55,�,J— f'l LOCATION OF WORK TO BE DON DATE: Cs?.0 illi! 1 - 01ell; o 8f5 &u-!n&td-4 5wa"ales It" ')-';-- 176 - / 1. Curb: ❑ Gutter: ❑ Sidewalk: ❑ (PLEASE CHECK) 2. Driveway (List Type):�u�� 3. Underground Conduit: 4. Other: In compliance with your above request, and subject to all terms, conditions (including those printed on the back of this form) and special conditions written below, permission is hereby granted. SPECIAL CONDITIONS: �E2yJ�i4 All work shall conform to accompanying Detail Plans ❑ Special Conditions ❑. Date Issued: _.3 — ,% - �If `` Surety: Yes ❑ No Expiration Date:__ .3 —5— ZcV,00 C1PROJECTFORMS\ENCROACHAWD Mike Crump Dir By TIFY COUNTY OURS BEFORE IS TO BE DONE FLPhone:(916)-538-7681 IT # 16 DISTRICT*�Iflz R- -5 IIWE, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the county roads and highways, all in accordance with County ordinances and general laws. (All information except signature must be typed or legibly printed.) �s g NAME: �ia�n�yk�s SIGNAT MAILING ADDRESS: PHONE,— 11-,/ Y55,�,J— f'l LOCATION OF WORK TO BE DON DATE: Cs?.0 illi! 1 - 01ell; o 8f5 &u-!n&td-4 5wa"ales It" ')-';-- 176 - / 1. Curb: ❑ Gutter: ❑ Sidewalk: ❑ (PLEASE CHECK) 2. Driveway (List Type):�u�� 3. Underground Conduit: 4. Other: In compliance with your above request, and subject to all terms, conditions (including those printed on the back of this form) and special conditions written below, permission is hereby granted. SPECIAL CONDITIONS: �E2yJ�i4 All work shall conform to accompanying Detail Plans ❑ Special Conditions ❑. Date Issued: _.3 — ,% - �If `` Surety: Yes ❑ No Expiration Date:__ .3 —5— ZcV,00 C1PROJECTFORMS\ENCROACHAWD Mike Crump Dir By 614- l OIL) es-a-v(--o (q/6) Limner ' 310tcVt TCCWAA., QeavwS K;o (. njz. , Ci+ 9 i (off 3 }ROM,TIfE INRSF�TION `DF NVRIETON—SvJEDES fit' ROAD AND SweEDS FIAT ROAD �: VO-)nhLa- i 11 ADMINISTRATIVE PERMIT for TEMPORARY MOBII,E HOME TO: Damon & Joanne Beams FROM: Thomas A. Parilo, Director of Development Services DATE: December 8, 1998 FILE: 99-06 PURPOSE: Administrative Permit on AP# 028-170-189 for a temporary second dwelling to be located at 85 Hurleton Swedes Flat Road, Oroville, in the A-5 (Agricultural, 5 acre minimum) zone. PERMIT REQUIREMENTS: Approval for a temporary second dwelling is subject to the following requirements. 1. A mobile home certified under the 1974 National Mobile Home Construction and Safety Standards Act. Occupancy of the mobile home shall be limited to Daniel & Jessica Sciortino. An affidavit attesting to the relationship of the involved parties was submitted with the permit application. 2. No. rent is to be charged to the occupant of the mobile home. 3. The temporary mobile must meet the requirements of the Butte County Environmental Health Department for domestic water supply and sewage disposal. The granting of this permit does not remove the requirement of obtaining the appropriate permits from other Divisions, Departments or Districts. 4. The siting of the mobile home shall be exempt from the site requirements of the residential zoning district, except as required by Butte County Code Chapter 24, and the Butte County Code Chapter 28A. 5. The mobile home is declared to be a temporary use on the property, accessory to the primary unit, and shall not be placed on a permanent foundation. Additionally, a temporary mobile home shall not be permitted on a lot or parcel where there is an approved Second Unit. 6, The permit shall be granted for a term of two years. Extensions of the term for the permit, not exceeding one year for each extension, may be granted if the application for the extension is filed, with the Planning Division, within 60 calendar days prior to the date of expiration. 7. The mobile home shall be vacated upon expiration, or revocation, of the Permit and removed within one hundred twenty (120) days after expiration of the Permit. If it is not removed within one hundred twenty (120) days, the County shall remove said mobile home and store it at the owner's expense. , 8. The Permit may be revoked if any of the terms or conditions of the Permit are violated or if any acts or omissions of the permittee in connection with the use authorized by said Permit constitute a public nuisance. 9. The applicant must maintain a bond or deposit in the amount of $1,500 for a single -wide mobile home or $2,000 for a double -wide mobile home. Perrniue Signature Date Randy Wilson, Principal Planner Date in Rar-dw 6idc," Cow 8.5;L— /4%,00 rw &#let D4%cVt 2e4vwS xz� A-PPROV-Ed.-i.-... Dev nrn i o 1nnn Planning Division DEC 0 31998 Oroville,camornia emmOILs I QQ'j raft I HURLETW— SWEDES FLmr ROAD AND SvVeEo:5 FIAT ROAD m a He oun t. . LAND OF NATURAL WEALTH AND. BEAUTY b PLANNING DIVISION '.•'ra 31�`': DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965 3397 r. . TELEPHONE: (530) 538-7601 FAX: (530) 538-7785 December 18, 1998 . Damon and Joanne Beams P.O. Box -190 Bangor, CA 95914 CERTIFIEDCERTIFIED MA Re: Administrative Permit, AP 028-170-189 Dear Mr. and Mrs. Beams: Enclosed is your validated Administrative'Permit No. 99-06 to allow a temporary second dwelling to be located at 85 Hurleton Swedes Flat Road, Oroville. Should you have any questions regarding this matter, please contact this office between 8:00 a.m. and 4:00 p.m., Monday through Friday. Sincerely, Thomas A. Parilo Director of Development Services Teri Bridenhagen Office Assistant III Enc. cc: Land Development Division Building Division Environmental Health Department of Forestry j:\temp\up7 Damon & Joanne Beam 85 Hurleton Swedes Flat Rd. Oroville, CA 95965 RE: Building Code Violation 85 Hurleton Swedes Flat Rd. Dear Mr. & Mrs. Beam: B E A U T Y 7 COUNTY CENTER DRIVE • OROVILLE,.CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 July 28, 2000 A.P. #028-17-0-189 This is a courtesy notice to notify you that you are in violation of the Butte County Code, as follows, at the above -referenced location. Failure to obtain approval and failure to obtain final inspection prior to occupancy and permit expiration for Mobile Home. Since permits and inspections are required for the above work, please submit three (3) complete sets of plans, apply for the required permits, and pay the appropriate fees. All work must stop until these permits are issued and you are authorized by our field inspector to proceed. The field authorization cannot be made until the existing work is inspected and approved. It is the County's goal to obtain voluntary compliance with the Butte County Code. However, you should be advised that Butte County has an active Code Enforcement Program which provides an .effective means of enforcement if voluntary compliance is not obtained. Enforcement may be pursued through the issuance of citations, fines and the recording of a Notice of Violation including a description of the action necessary to abate the violation. You have thirty (30) days to voluntarily comply with the above directions or to present an acceptable plan for abatement or corrective actions to be taken by you. Should you have any questions concerning this matter, please contact Scott Rutherford or Michael Vieira in this office at the address or telephone number listed above. MCV:pa cc: Assessor Sincerely, ich el Vieira Man ger, Buil ing Inspection �.; 70"; a 7 --al a� Damon & Joanne Beam 85 Hurleton Swedes Flat Rd. Oroville, CA 95965 RE: Forma[ Warning Notice Building Code Violation 85 Hurleton Swedes Flat Rd., Oroville AP#028-170-189 Dear Mr. & Mrs. Beam: utte C LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 This is a formal warning notice. Pursuant to Butte County Code (BCC) Section 41-2, we sent you a courtesy notice dated July 28, 2000, notifying you that you are in violation of the BCC, at the above -referenced location. As of this date, the following violations still exist: Failure to obtain the required permits, inspections and approvals from this office for installation of a mobilehome in violation of the Mobilehome Parks Act of Title 25, California Code of Regulations,- adopted by Section 28A-1 of the Butte County Code as follows: (a) Section 1366 - Failure to obtain final inspection prior to occupancy and permit expiration for Mobile Home. This is your final warning. Unless you contact this office and make the proper arrangements to correct or abate the violation(s) voluntarily, within ten (10) days from the date of this letter, enforcement shall be pursued through the issuance of a citation (ordering you to appear in court) for said violation(s) and for failing to comply with this warning letter. Upon conviction of said violation(s) or of failing to comply with this letter, the court shall impose penalties (fines) and a Notice of Violation shall be recorded in accordance with Butte County Code Section 41-7. The Notice of Violation shall include a description of the premises the violation concerns, a description of the violation, the date of your conviction and the action necessary to correct or abate the violation(s). Should you have any questions concerning this matter, please contact Scott Rutherford or Michael C. Vieira in this office at the address or telephone number listed above. S' erely, Micha I C. Viei , C.B.O. Manager, Building Inspection MCV:pa PROOF OF SERVICE BY MAIL 1 ` am a citizen of the United States and employed in the County of Butte; I am, 2 and was at the time of the service hereinafter mentioned, over the age of eighteen 3 years and not a party to the within action. My business address is Department of 4 Development Services, Building Division, 7 County Center Drive, Oroville, California 5 95965. 1 am readily familiar with the County's practice for collection and processing of 6 correspondence/documents for mailing with the United States Postal Service and that 7 said correspondence/documents are deposited with the United States Postal Service in 8 the ordinary course of business on the same day. 9 On January 3, 2001, 1 served the foregoing 10 -Day Letter on the person(s) 10 named below by placing a true copy thereof in a sealed envelope, with first class 11 postage thereon fully paid, addressed as indicated below, and by placing said envelope 12 In the appropriate place within the Department of Development Services 13 where mail is collected for mailing with the United States Postal Services 14 on the same day. 15 X In the United States Postal Service Mail in Oroville, California. 16 Damon & Joanne Beam 17 85 Hurleton Swedes Flat Rd. 18 Oroville, CA 95965 19 1 declare under penalty of perjury under the laws of the Stat f Californ January 3, 2001, at Oroville, California. 20 Uf 21 auAaer *erry 22 23 24 25 26 27 28 u, NOTES z> RESIDENTIAL .I 028-17-0-189 99-0420 P,E(MH) P BEANIE Damon & Joanne f 85 Hurleton Swedes Flat Rd, Oro. t (util, MH) Quality Comm. i • ' r;r + a rr. "ss SPECIAL CONDITIONS I SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER CHECKED BY r t JOB FINALED (Date) 2— r I Signature a ti } COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. z') ®' ! 1 _ rsrtissiii k Date [7 inspector 2d* REV 1 /92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Mein Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA'* (530) 538-75411 CORRECTION NOTICE OWNER PERMIT NO. A routine inspectioni dicates that the following violations of butte county Ordinances exist at the above address and hould be corrected. Please notice this office when correction of work is completed. If yo ave any questions pertaining to this matter, or need additional explanation, please contagkilhis office immediately. / I7 REV 10/92 ✓ = OK 0 = Not OK - = Not Applicable MOBILE HOMES = Not Ready Date ` MOBILE HOME UTILITIES (Pians) OK except #'s Date Card B-1 Date Card B-1 Date Card B-1 Date y Card B-1 MISCELLANEOUS Date s; Special MH Support Sketch 3. r; Loc iori-Test-Fall-C/O-Concrete Zoning Requirements -Setbacks -Easements W Loc n -Test -Easement Needed (Sketch) 2. Ele ity; Location-Clearances-Grnd-/ /Amp -Concrete Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /"L"tt./ PLPG 7. Well Clearance & Disconnect 8. Utility Clearance 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing Date and B Date Card B-1 Datep Card -1 Date Card B-1 Date MOBILEO ME INSTALLATION (Plans) OK except #'s LV Z ing Requirements-Setbacks=Easements L2,11ootings; Size -Spacing -Marriage Line ;, 3. Gas; MH Test -Demand -Valve -Connector J1 4.ctricity; MH Test -Crossovers -Breakers -Clearances . Dra. ; MH Test -Fall -Flex Connector La-Sa WMH Test -Regulator -Connector Roof; Shthg-Roofing Water and Sewer Connected -C/O to Grade -HD Approval 11. as.and Electricity Tagged Tie Downs -Type -Installation Cert. Braced Wall Panels E ' , nsp.-Sketch 441"—Cert. of Occupancy Date ermanent Founda ion Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date y Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed i7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater i 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit t� f 9. Health Department Approval i 10. Plumb.; Cir. Test -Water Supply Test S 11. Light Niche Date Card B-1 Date Card B-1 E Date Card B-1 Date Card B-1 V= OK 0 = Not OK - = Not Applicable = Not Ready FRAMING (Permit) OK except #'s RESIDENTIAL (� Date 41. Underfloor (Plans) OK except #'s 42. 1. Zoning -Setbacks -Easements -Flood -Slope Draft Stop in Walls (rat proof) 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 45. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Ste el- 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-SewerTest 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date 88. Card B-1 Date Card B-1 Date 89. Card B-1 Date Card B-1 Date 90. Card B-1 Date Card B-1 Date 63. PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access Date 21. Test Tub & Shower, Second Floor -Tub Access Date 22. Gas Pipe; Sixe & Anchors 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 ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral ❑ Yes ❑ No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date Card B-1 Date Card B-1 Date Card B -t Date Card B-1 Date MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain &Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing jingle & Duplex) Date 70. FRAW NG (Col tinued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground Date 88. Card B-1 Date Card B-1 Date 89. Card B-1 Date Card B-1 Date 90. FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa Date 68. Elec. Trim & Subpanel, Breaker Sizes & Labels Date 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. _ Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 82. Following Instld./Drive :J Yes :) No/Walks ] Yes J No/Planters 0 Yes J No_ 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-751J� ePMIT� . (Rev. 12/96) _ APPLICATION AND -PERMIT `, ASSESSOR PARCEL NUMBER 028-170-189 A 5 ZONING BUILDING PERMIT OWNER BEAM, DAMOM AND JOANNE 916 TELEPHONE 991-0127 SO. FT. OCC. BUILDING VALUATION . OWNER'S MAILING ADDRESS 6501 24th. STREET RIO LIQT)A CA 95673 CONTRAC'TOR'S NAME TELEPHONE QUALITY C_P_,RJNITTES CONTRACTOR'S MAILING ADDRESS 1409 S. LTK0T.N, CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. . Film Fee $ yy MQU Permit Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Plan Checking Fee $ 23.00 BUILDING ADDRESS ? /�T Energy Plan Checking Fee $ $ U PERMIT FEE $ 23.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome F] Other SPECIFY Each Trap 1 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: MHU Gas piping sy2tem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 60.00 PERMIT FEE $ 8U. ou ELECTRICAL PERMIT Fling Fee 20.00 Main Service 2IIA OR LESS 23.00 23.00 L LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. �m � License Class �— ! � LIC. No. �I — / OWNER -BUILDER DECLARATIONr— I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ONLhave and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My worker ' compensatio 'nsurance carrier and policy number are: Carrier g� / Policy Number U"— (The above sectio s need not be completed if the peWit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply wit those provisions. e X Date-' " / Signa ure of Applicant - ❑ Owner ❑ Contractor Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO IOXaA 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( 8 ACC. Bin S. SO 3.50FT. NOµpalp T. BRANCH MULTI.CIRCUITS T @7,50 POWEPPARATUS 8 SINGLER AOUTLET CIR. Ex. Occup. OUTLET OR FIXTURES BAL @':50 Ex. Occup.O.Ra. .OR, 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 20.00 Misc. Wiring 23.00 PERMIT FEE $ 63.00 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ NST. TYPE TOTAY. FEE $ /166/00 z D. FE IMP FLAOD DF I PARA PD D ISSU This permit is hereby Issued under the applicable provisions of the.43utte County Code and/or Resolutions to do work ind' at b e for hich fees have been paid. 7 DateL-3/L/ PERMIT EXPIRES ON Dete ReceiptNo. 3 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT �fA IFr_r,�,r .gnu.- r•nriY.�r N 3w�R �I c ► k 06UN'TY OF BUTTE;- DEPARTMENT OF"DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541'e"� PERMIT APPLICA TION DA TA SHEET OWNER:VPt%,, en, ,�,� ASSESSOR PARCEL NUMBER: n-/ Proposed Building Use: !Z44L-a-,,Building Inspector: Date: At.ti e'of permit application, I was advised the following data must be ubmitted prior to permit processin and/or issuance: - Date Received By ` 1. All items have been submitted -------------------------------------------------------------------------------------- 02. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. -----------------------------------------------------"" ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 06. Energy Design Compliance and supporting documentation. ------------------------------------ ------------- 0 7. Statement tent for Non -Heated and A/C Buildings. ------------------------------------------------'-------- _.-.❑8. Hazardten------ ial Form. ---------------------------------------------------------------7-------------------------- ❑9. Manufa Home data and installation instructions including Tie Down Specifications .------------ 10. Fees of $ ------------------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. ----------------------------------------------------------------- ❑ 12. California Department of Forestry plan approval/fees. ---------------- -------------------------------------- 0 13. lood elevation certificate.------------------------------------------------------------------------------------- `. �oa-and plot plan approval(Health Department. --------------------------=---------------- 15. City of Chico plumbing permit. ---------; ------------------------------------------------------------------------- 016. Plot plan and business license approval from the City of Biggs. ------------------------------------------- ;-- �• 0.1,7.'• Planning approval for (A) Use: (B) Parking: -------------------------- tip` ❑ 18. Contact Land Developm rit about ❑,Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- 111. 9. ----------------------❑1.9. Encrooaabhment Permit for drivewa `' construction approval prior to occupancy) `i ❑20: Pre -inspection for required. Request to Building Inspector on . (Date) 021. Contractor's license inforination. (Number; Name Style, Classification). ---------------------- =------------- ❑22. Workers' Compensation carrier and policy number. ---------------------------------------•-------------------- ' 023. Owner -Builder Verification (Given to owner ❑; Mailed to,owner 0) - ------------------------------------- ❑24. Letter of signature authorization. ----------------- -------------------------------------------------- ❑ 25. Recorded copy of Agricultural Acknowledgment Statement. -----------------------------------------------+--- ❑ 26. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured.Homejutility clearance. ----------------------------------------------=---------------------------- 028. Existing violations and/or expired permits. --------------------= ------------------------------------------------ El 29. 0433 A, El Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ . --------------- 030. -------------- 030. Other: ------ When you issue the permit, process as follows ❑ Mail to owner, ❑Mail to contractor. 0TelephoneY �6 �7�o and hold for pickup at 6 j2G office. 1:1eliver with inspector Applicaa<FZ _Ny0, Vb Date: 3 S — �1-7 Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department-ltr&u Poiififion Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: 1. Index permit application for the above items numbered: •�O Plan/Check/List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Buildin Di +ision counter, by • . Dato- Plans reviewed by: Date: Plans approved by: Date. Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date:• Yellow Copy - Department of Development Services, Building Division: - r COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 PERMIT NO. (ReV.12%96) APPLICATION AND PERMIT 9�`",- ASSESSOR PARCEL NUMBER 0 `Ly „.7O _ / ZONIN BUILDINGPERMIT OWNS d� , TELEPPHHJ�O_NE ` SO. FT. OCC. BUILDING VALUATION ow S NO ADDRESS Ste( CONT DR'S NA E � <� TELEPHONE L:D 0 11 :Y -.s - G —2— CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation b ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ a PERMIT FEE S LAT NO. SUBDIVISION'S NAME 77_TARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome O� ther SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00, TYPE OF WO New ❑ Addition ❑ Remodel ❑ • Utilities Installation ❑ Describe Work: �� �T Other ❑ Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home 6 O PERMIT FEE t Q �- ELECTRICAL PERMIT Fling Fee 20.00 0 L Main Service 2000vOR0A OR LESESS S 23.00,23 ' " • Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. F°: OR ADDNS. ( & ACC. MDS.. 3.50 NEW CMULT ONS I -OUTLET NON•RESID. @7.50 PUTLOWER APPARATUS 8 SINGLE OUTLET CR. OUTLET OR FDMAES 20 ® 1.00 Ex. OCCU BAL Q .50 Ex. Occup. OUTLETS RESI6 )O 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 — Misc. Wiring 23.00 • I I PERMIT FEE t �—'— MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE a HAZ. D. FEES IMP FLOOD COF PARCEL PD HD ISSUE This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON ate ReceiptNo. WHITE-D.D. S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT RECORDING REaUESTED BY: AND WHEN RECORDED MAIL TO: WE THIS UNE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR. COMMERCIAL :COACH, ' INSTALLATION ON'A FOUNDATION SYSTEM ' Retorting of this document at the request 'of the local 'agency indicated is in accordance .with Colifomia Health And Safety Code Section • 18531. This document is evidence that such kcal agency has issued a certificate of • ocaupaocy for installation of -the unit described hereon, upon the real property described with certainty below, as of the date -of recordirq. When recorded, this doanhent shall be indexed by the courier recorder to the.named owner of the rod m property and shall be deeed to give conshructive notice als to its contents to all persons thereaafffm dealing with the,leaL property. a REAL PROPERTY OWNERAESSIOR LOCAL AGENCY ISSUING and OF OC PANCY . - _ . • MAILING ADORM //-- MAILING ADO1t A —4110 G/4 CRY COUNTY STATE ZIP CRY COUNTY STATE W INSTALLATION MAILING ADDRESS. IF ONffERENT CRYY COUNTY STATE ZLP 62& �e— OWNER (if also psopunr amn- wrft -SAME") MAILING ADDRESS CRY ' COUNTY STATE ZIP UNIT DESCRIPTION WADING PERMIT NO. TELEPHONE NUMBER SIGNATURE OF LOCAL AGENCY OFFICIAL DATE DEALER NAME (If not o dwbr sale. wile 'NONE'] MANWAC UREn NAME DATE OF MANUFACTURE . MODEL NAME/MIMRER SERIAL NUMBERM LENGTH X WIOTH INSIGWA/LABEL NUMBERS) REAL PROPERTY LEGAL DESCRIFT ON ASSESSOR'S PARCEL NUMBER HCD FORM 433(1) Rev. 8/91 WHITE --County Rocado► CANARY—NCO PINK—Aooliuns GOLOENR00—Building poq. t RECORDING REQUESTED BY: AND VMEN RECORD® MAIL TO: I SPACE ABOVE THIS UNE 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 Gafiforrda Health and Safey Code Section' 1801. This document is evidence that such lord agency has issued a certificate of occupancy for installation of -the unif described hereon, upon the real.prop" descn'bed with certointjr below, as of the date -of recording. When recorded, this document -shop be indexed by the courity recorder to the.named owner of the red property* and shall be deemed to give ccwmd. five notice cis to its contents to all person; thereafter deogng•with the real property. d�.� e iTD+CL��LI�P ��c�iyS G c` .REAL PROPERTY OWNER/1E3301t LOCAL AGENCY ISSUING PERMIT and CEVIbtATZ OCCUPANCY MAIIlNG AooaEss "UNG A009OSS CITY COOM STATLV IIP CITY COUNTY STATE ZIP NSTAUATION MAM94G AOORESS. IF DIMR CITY COUNTY STATE ZIP UNIT OWNER (H oko Prop.nr o-ner. wile '-AME") MAILING ADDRESS CRY ' COUNTY STATE ZIP UNIT DESCRIPTION MANUFACM41EI S NAME SERIAL NUM11E10) BUUD04G PELWT NO. TELEPHONE NUMBER SIGNATURE OF LOCAL AGENCY OFFICIAL DATE DEALER NAME (M not a dealer male. w le -HONE•) DEALER LICENSE NO. DATE OF MANUFACTURE MODEL NAMUNUMRER U!NGTH x WIDTH NSIGNIA/LAea NUMURM REAL PROPERTY LEGAL DESCRIPTION ASSESSOR'S PARCEL NUMUR MCO FORM 433(1) Rev. 8/91 WHITE—County Recorder CANARY—Hco PINK—Appicam GOLDENN00—tuibup.DeM MAR -02-99 10:26 AM QUALITY COMM., INC 2097454985 P.01 13;25 FAX 202 MINSIGHT fl,uldiN .1` &Mfftg • ADA. CA T d9 - Bmdmnntcnool -F.11 A division of Cienaoi indLuAea, Jne. CONTRACTOR'S AGENT AUTHORIZATION I authorize Bret Hogge and Dirk Helder of Insight to sign for permits on MY behalf for the residence of Daymon Beams and Jessica Sciortino. Date:. 2.1 el'i Contractor's Business Name:Z;�avl�(�0 MINA n v�QS Address: I AM t t � • LO-12— Phon 14S 9%tP Contractor's License Number and Class: 0 LA LA -1 License Expiration Date: 1- 3 t , 7-001 License Holder Name: I -k -A t v' Contractor's Workers' Compensation Carrier, Policy #, and Exp: LAID ..Q.Djv e _(20 -.... _.___..__ ... ------ * A05 i o - 9s 19b I hereby affirm that I am licensed and my license is in full force and effect - ofUcmea Dow Ph;plppE.�pgBp tt3g3SuncoDrive,StotclCl h�ofghlPE�wltont Fx 91"321m Rancho Cordova, California 96742.6626 PRp!/Tvmboa ool,00mAnaaPtP�' 1310.&7- 00- C6 7 -00--a cz -�-- V5 _ Azo p�1 �333•a3 � p�° ,c V L ORIVIWAY (S` A_PPKo�� �.vc�y rac I ,.. ffiCflD AND j�Ro M .Tiff ►N�RsEcT� o N OR NuRLEroN — SvtEDES Ft.JhT .SWCEDS FLAT' WOAD swicds ��f C9 40) (o Aw- i7v-Ig9 121-36 3 C��,aq S cE�' C1 �p�� 3 CQ c 1100 ac -11 -gk/45-ds P/At ,3c4mS 85 0 A W.- / 70- 010 .W�i ►rw a�ws K;o 4„jz�. , ci+ 9T6-46 �G pEpT BLS' E Gp o cAV-1F• �E� as Q SUm�t ed appro cordiL�cns d yjMA approve (4 Fh �4 e� a� �c11e � p ;3 tNCLUDtNQ 1p EcUtpve1 EASEmE�Ts- HLL sTFtuCTUR ALL BE CLEAR O r r'LTt ► N stpE A�'D O�ERHA�Gs sN �� FT• FROG' TY 1- ASO _ R gE OF Ot'E sET BACK _ - .E, , i'R .., LSE s'LL I T. Ap CEpT URES p�;D E�UtPN1�tSt CCE G fs f" G fVERHpNU• --�— V5 FORA X310.87 - -/111b--167 asQ�qulre e� r she,: o&V6pR d col � 333 . a 3, sir Ra _'jtD Bu;( �ci;� ova' BUTTE COUNTY BUILDING DEPARTMENT APPROVED ORNEWAY l3 AEPRO x• l Qoy FOE T j -'Ra M .TlfE �N .iLsEcT� oN `OF HURLETON – SWEDES FLAT ROOD AN D ,r SwEEDS FIAT ROP►D E.H. USE ONLY Plot Plan Attached Floor Plan Attached Sen to S.D. / TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance `--hALM 1 A ` �_1Y�i'1 J LY14 Owner Location AP# Plan Approved for: Sewage .Disposal Water Supply: P blic rivate Well Clearance for ^ dw?lling.^ Other ti Hold final for: Final clearance O.K. for: NOTE: Environmer 8/96 O P a L as��3 I toa yv FW PIER • .e PIt STANQAFO CARPET to" raw 9~ Ism 08" Wam KYflA lmmum a mim le INUMM, IUIolaera 101AL W -W : E8' -r OPTIONAL CARPET aloof w4•ar40• VIAMS lw—s'4•ar4• Me MAI- O'4• o f 4• vm"-w4WW 13'-8' WIDE CARPET G SII[ REp001ED (SQ Iq I In LMR I rwot S61E Kamo 1500 PSr mpg Q 761 706 5 600D 061 570 M PIER O, aAl R roo1N& SR[ REOIItm (SO N.) Pat -& PIER LOCATIONS (IBS.) 1000 PW I Sal PS► 1000 PV M0. OH7000 ?m W IN 5 7 2500 Sm ?IO 16D 7 01 G� DP,APIINC DEPT/PERRIS DIVISION 0 11000 1716 3100 N. PERRIS BLVD. co �wIIIIGGGG �111� PERRIS. CA 92572 1.565 rl f99? 657-16'1 P.h—o eu-MG I oN0!.fES ?=o? sis-IE.'2 it a Vn V) STANQAFO CARPET to" raw 9~ Ism 08" Wam KYflA lmmum a mim le INUMM, IUIolaera 101AL W -W : E8' -r OPTIONAL CARPET aloof w4•ar40• VIAMS lw—s'4•ar4• Me MAI- O'4• o f 4• vm"-w4WW 13'-8' WIDE CARPET G SII[ REp001ED (SQ Iq I In LMR I rwot S61E Kamo 1500 PSr mpg 1000 Pl: 1500 PSr 761 706 5 600D 061 570 $a 500 6 6000 1157 w CARPET SUPPORT -& PIER LOCATIONS P MF0S DIVISION I c"" a : . u3tit_S Signature KM vq mi 1 or NSNOlA71aI WMA PAIS vol uw . ®- o rmxl$m 1tWK (No mamm rat 20 PQ PER fomes SIZE Rcow m (S0. N.) NM W)I mm Pjr 1500 PSr I 2= 1ST 7 I mm 1610 960 770 0 11000 1716 1152 am coon w. WWI "' 1.565 041 1 11-19-97 4 vta * —A,2 ""' JIM 1-26-98 1•' u We,ti 0i0.87- At'rMV . Butte County th SlgnaWre C5 CA APp ,O\i butte county - i EOviranrr1entaA Date I� A pe _ - Signature 7 JJ !So 1331 t 0 A fip ILA, FRa M TIW "4'nm'w"%'bN 0� NuRt.E TON " Sv4EOES NST ReAc AtN� S.jeeo$ FLAT 9-010 Zvi tt si tia�90/it Zom y a ADMINISTRATIVE PERMIT for TEMPORARY MOBILE Hft + TO: Damon & Joanne Beamsv/�e��a��v®. FROM: Thomas Parilo, Director of Development Services A. DATE: December 8, 1998 FILE: PURPOSE: Administrative Permit on AP# 028-170-189 for mor second dwelling to be located at 85 Hurleton Swedes Flat Road, Oroville, in the - Agricultural, 5 acre minimum)'zone. PERMIT REQUIREMENTS: Approval for a temporary second dwelling is subject to the following requirements. r A 1. A mobile home certified under the 1974 National Mobile Home Construction and Safety Standards: Act. Occupancy of the mobile home shall be limited to Daniel & Jessica Sciortino. An affidavit attesting o; y the relationship of the involved parties was submitted with the permit application.. , ,.- ,f, 2. No rent is to be charged to the occupant of the mobile home. 3. The temporary mobile must meet the requirements of the Butte County Environmental Health Department for domestic water supply and sewage'disposal The granting of this permit does not emove the requirement of obtaining the appropriate permits from other Divisions, Departments or Distric{(ts. . •Nips' 4. The siting of the mobile home shall be exempt from the site requirements of the residential zoning"district, except as required by Butte County Code Chapter 24, and the Butte County Code Chapter 28A..:'� 5. The mobile home is declared to be a temporary use on the property, accessory to the primary unit, and shall not be placed on a permanent foundation. Additionally, a temporary mobile home shall not be permitted on a lot or parcel where there is an approved Second Unit. t 6. The permit shall be granted for a term of two years. Extensions of the term for the permit, not exceeding one year for each extension, may be granted if the application for the extension is filed, with the Planning Division, within 60 calendar days prior to the date of expiration. 7. The mobile home shall be vacated upon expiration, or revocation, of the Permit and removed within one hundred twenty (120) days after expiration of the Permit. ff it is not removed within one hundred twenty (120) days, the County shall remove said mobile home and store it at the owner's expense. 8. The Permit may be revoked if any of the terms or conditions of the Permit are violated or if any acts or omissions of the permittee in connection with the use authorized by said Permit constitute a public , ...- nuisance. 9. The applicant must maintain a bond or deposit in the amount of $1,500 for a single -wide mobile home or $2,000 for a double -wide mobile home. 01 fill ANA. 117 Permil Signature Date Randy Wilson, Principal Planner Date CDF FIRE SAFE REQUIREMENTS p� AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations -which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. 0'\ 1272.00 Maintenance of Defensible Space. To ensure continued '\ maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards 1273.02 Surface. All driveway surfaces and structures (bridges, / 1273.07 culverts and other app.-,rteaant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. {f] 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [.[]' 1. No roadway shall have a horizontal inside radius of I_ curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. [�y 2. The length of vertical -curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [�J 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 11 feet long with a minimum 25 foot taper on each end. [�} 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 E feet along its entire length. COUNTY Page 1 of .3 "WIDING DEPARTMENT Q PPPOVFI) AP # PERMIT # NAME [�] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than .800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [�] 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates 1. Gate entrances shall be at least two feet wider than the roadway it serves. [�] 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to.stop without obstructing traffic on that roadway. [ ] 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. t�j 1. All parcels 1 acre aild larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from 411 property lines and/or the center of the road. [ ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. [�] 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction Lr fi:ial inspection of a building permit. Page 2 of 3 qq000�> j��J AP # PERMIT # NAME Other Reauirements [ ] If Building Setback is 15 to 30 Feet: Class A or B roof Enclosed eaves [ ] If Building Setback is Less Than 15 Feet Choose any 3 of the following: - Metal or no doors on side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed 110% of wall area toward property line with insufficient setback - Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials Date Signature Page 3 of 3 MAR -02-99 10:26 AM QUALITY COMM.. INC 2097454985 P.02 Cr"MERCIAL CERTIFICATE OF INSUPANCE Issue Date (MMIDD" AGENCY NameDOti FRImRI(gi ] INSLYWCE AGEWY ''VF 11-02-98 & • 9261 EM" BLVD. , SUnE 203 This certIf tate IS Issued. as a matter of information only and confers no rights Address •sACRAMERMr M. 95826 upon the certilicale holder. This certificate does not amend, extend or alter the • coverage afforded Dy the pollcies shown below. COMPANIES PROVIDING COVIEUM ST. 95 DIST. 30 AGENT 38F wMP,Y LFMR A TRUCK INSURANCE EXCHANGE INSURED COMPANY p(lALM p MS WHO S FARMERS INSURANCE EXCHANGE Name S. A :14091 . 9LII�O�N 5632 LCOMPANY IMA C MID-CENTURY INSURANCE COMPANY Address • COMPANY LIMIA D COVMUGES THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO. LTR. TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE (MM/DD/YY) POLICY EXPIRATION DATE (MWDUNY) POLICY LIMITS AyIAALTV GEM AGGREGATE $ COMAARCIAL GENERAL LIABILITY — OCCURRENCE VERSION AGGA TECOMP✓OPS $ CONTRACTUAL • INCIDENTAL ONLY PENAL & OWNED & CONTRACTORS PROT. ADVERTISWO INJURY $ EACH OCCURRENCE $ FIRE DAMAGE (Any are Fire) $ MEDICAL EXPENSE $ (Any one person) Atl10r UARM COMBINED SINGLE LIMIT $ ALL OWNED COMMERCIAL AUTOS �PER� SCHEOULEO AUTOS (PER $ HIRED AUTOS MY INJURY NON -OWNED AUTDS PER (PER ACCIOENTI (A $ GARAGE LIABILITY PROPERTY DAMAGE $ GARAGE AGGREGATE $ MIA W UASILM LIMIT $ womm, 0011" ATIDM RATUMT C x AN A0510-95-96 10-01-98 10-01-99 EACH ACCIDENT $1, 000, 000. DISEASE—EACH EMPLOYEE $ 1, 000, 000. twwLOTr�s• uAml1T1 DISEASE—POLICY LIMIT 1 $ 1,000,000, DEsetaTR�I OF et+ARA nAea CERTIFICATE NDLDER CAKELLATM Name • DUA 0M C7 AFFAIRS E ISSUING Of WILL ENDEAVOR TO Mks 3300 DAYS WRMCANCELLED N NOTICE TO THE CTHE ERTIFICATE HOLDER E1 CM1rPJkCTM 9= LRCM E BONO NAMEO TO THE LEFT. BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR tIABIUfY OF Address WOREW COMPENSATION — UM -P.O. BOX 26000 ANY AND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES. ••` SACRAAI»IO, CA 95826 A111HORlI0ltfPRE0TATIVE 50.2492 4•V4 125+ il � " +85+ t TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY Plot Plan Attached Floor Plan Attached Sent to B.D. / Aa.0111 Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for Other 23 k-ajnoo,-x 77M, v' P Hold final for: Final clearance O.K. for: NOTE: Environmen 8/96 ealth Specialist Date Nov -13-98 02:10P P_02 • C + L 1 � 1 WeAl 1310.8-9� Butte County ' Environmentcli Realth Dat h a m .sw Signature f l r � th ,3�3.a3 _ r ■ eT ORtvtwAY i S AIP*RO w9 i ww i row% 1 FROM TItE INt'�RSFc�toN OR "KLErOt4 dEDES �►r ��� ANO SvVEECS FLAT PAP -D �I Zo®i Yvj tT;ST 96,90/TT N O a M M L .JX? .ULA Oudo ]P101 MM aim MlK tMLM "Mood iia. &ML M c�:CdOCUM www ONO '�+rJNV1S C• 6F�� APPROVED Butte County Environmental Healtf. 771 ®ate i., ..11 COUNTY OF BUTTE Oroville, Califomia GENERAL CLAIM CLAIMANT: OAKWOOD HOMES ADDRESS: 2525 WEST CAPITOL AVE. CITY & STATE: SACRAMENTO, CA 95691 DATE OF CLAIM: 03/22/99 IMPORTANT. SEE INSTRUCTIONS SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES ON REVERSE SIDE DATE DESCRIPTION OF CLAIM DESCRIBE FULLY TO AVOID DELA AMOUNT DECIDED TO DO SOFT SET. (AP#028-170-189, BP #99-0003, RECEIPT #257846, DATED 1/4/99, OWNER: DAMON & JOANNE BEAMS. Total amount paid for this permit ................................$398.00 Retain refund processing fee.......................................$25.00 Retain building permit filing fee....................................$20.00 Retain plumbing permit filing fee..................................$20.00 Retain electrical permit filing fee...................................$20.00 Total amount to be retained............................................$85.00 Total amount to be refunded..........................................$313.00 TO $313 00 I, the undersigned, declare under penalty of perjury that the services or articles clai npe e t s claim is true and correct as s;a;zil. �/ Dated this day of J , 19q 1, at Calif. c. ,tv,( Signature of Claimant I, the undersigned, hereby certify that, to the best of my knowledge, the services or icles specified above ve been performed or delivered and that there is a Budget Appropriation I ] or Specific Board Approval (] (Check one) for the sam I Dated this 30 day of �Uif, 1991, at 6IeVV IU , Calif. bement Head or Authorized Deputy Dept. Code 440-002 Exp. Code 4210500 PAYABLE FROM CONSTRUCTION PERMITS FUND Dept. Code Exp. Code PAYABLE FROM FUND Det Code . Code PAYABLE FROM FUND DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY DEPT. & SUB. PROJ. SUB. OBJ. CLAIM NO. INV. NO. INV. DATE ENCUMB. GROSS AMT. COUNTY OF BUTTE Oroville, Califomia GENERAL CLAIM CLAIMANT: B. HOGGE C/O OAKWOOD HOMES ADDRESS: 2525 WEST CAPITOL AVE. CITY & STATE: SACRAMENTO, CA 95691 DATE OF CLAIM: 03/22/99 IMPORTANT. SEE INSTRUCTIONS SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS UK =RVA—ES ON REVERSt SIUt DATE DESCRIPTION OF CLAIM DESCRIBE FULLY TO AVOID DELA AMOUNT DECIDED TO DO SOFT SET. (AP#028-170-189, BP #99-00W, RECEIPT #258354, DATED 1/24/99, OWNER:DAMON & JOANNE BEAMS. Total amount paid for this permit .................................$ 24.00 TOTAL AMOUNT TO BE RETAINED ..........................$ 0.00 Total amount to be refunded .......................................$ 24.00 T L $ 24 00 I, the undersigned, declare under penalty of perjury that the services or articles clai rf stated. Dated this day of 19 11 at Calif. Slgr(6tuVAf Claimant claim is true and correct as I, the undersigned, hereby certify that, to the best of my knowledge, the services or cles specified abo ve n performed or delivered and that there is a Budget Appropriation I I or Specific BoardApprovalI I (Check one) for the sam Dated this 2 day of -JuAI, 16L7 at , Calif. Departmerft Head or Authorized De Dept. Code 440-002 Exp. Code 4210500 PAYABLE F OM CONSTRUCTION PERMITS Dept. Code Exp. Code PAYABLE FROM Det Code Exp.Code PAYABLE FROM FUND FUND FUND DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY DEPT. & SUB. PROJ. SUB. OBJ. CLAIM NO. INV. NO. INV. DATE ENCUMB. GROSS AMT. March 22, 1999 Oakwood Homes 2525 West Capitol Ave. West Sacramento, CA 95691 Dear Sir: LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 RE: Request for refund (A.P. #028-170-189) Your request for a refund was received by our office on 03/03/99. Please find attached a general claim form ready for signature. The request for refund may be signed only by the person who paid fees. Our records show a portion of the fees were paid by Oakwood Homes & B. Hogge. Please sign only where indicated and return to this office so that we may process your refund. Should you have any questions concerning this matter, please contact Alice Mefford of this office at (530)538-7541. Yours very truly, 4LW,A4t/1--1 "el C. Vi ira Manager, Building Inspection MCV:aam CLAIMANT'S NAME MAILING ADDRESS t ASSESSOR PARCEL#: RECEIPT NUMBER(S) REFUND CLAIM APPLICATION 0 �. o Request a refund of fees paid on the ZL I -- receipt number(s) for the following reasons: Please refund any applicable fees in the following categories: (Check those categories which you wish to have refunded.) 4 (-A Building Permit Fees ( ) ( ) SRA Fees (CDF Fire Planning) ( ) Disposition of Plans- ( ) Plans returned to me at counter ( ) Please mail plans to me at above address. ( ) Please dispose of plans. Sheriff Fees Urban Area Fees SIGNATURE a G� DATE 3 �nr- f"% PLEASE DATE AND SIGN THE ATTACHED COUNTY OF BUTTE GENERAL CLAIM FORM. DO NOT COMPLETE ANY OTHER INFORMATION ON THAT FORM. FOR BUILDING DIVISION USE: Receipt Information: Number: 25`784 �o o2�� Date: 1 Issued To: vv Amount: �• - �0� . Fees Retained: Processing Fee: $ Q S 0'D / ;!0. DO V Bldg Filing Fee: $ V/PIbg Filing Fee: $ • DD p/tlec Filing Fee: $ o • OD Mech Filing Fee: $ Energy P/C Fee: $ Plan Check Fee: $ Inspection Fee: $ SRA Fee: $ Total Amount Retained $, 31" TOTAL REFUND DUE $�� f C UII&Y OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-75 ER (Rev. 12/96) APPLICATION AND PERMIT `'' �O No. ASSESSOR PARCEL NUMBER ZONING 028-17-0-189 IA -5 BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION 1556 R 84,024 .OWNERS MAILING ADDRESS CONTRACTOR'S NAME o TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER - LICENSE NO. Felin Fee $ 20.00 Permit Fee $ 286.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23-00 BUILDINGADDRESS Energy Plan Checking Fee $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 2ND MH/PERM FDN TEMP USE PERMIT 99-06 Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W I @20.00 PERMIT FEE $ 00 ELECTRICAL PERMIT Filing Fee 20.00 000V OR LESS Main Service za.A OR LESS 23. 3.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class Lic. NO. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages astheir sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number ' (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. 3.SQF°: ( ACC. N c° M L�mEST NON R.°" 14I.S @7.50 APPARATUS 8 SINGLE 0IJTLET CIR. OUTLET OR FIXTURES 20 ® 1.00 Ex. Occu BAL @ .50 Ex. Occup. DUTIEETS qa D,°EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 422.00 HAZ. I D. FEES M I FLOOD ODF I PAR L I PD I HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Date ReceiptNo. 257846 3 8.00 2-a-9 pt WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR OLDENROD-AP LICANT I+' t .t c l #k, COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILUE, CAtFFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICA TION DA TA SHEET +R. i OWNER Proposed At timfe�>itGcafio , was`advised t e following data must be submitted prior to pe ceasing and/or issuance: Date Received By ": O 1. items have been submitted.---------------------------------=-------------------------� ---------------------- ' ., �. Plot plans sets, signed by the preparer of plans.----------------------------------`-'-�= ---------------------- ❑3. Com -lete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- ngineered plans, ULwts, with wet signature on plans. All engineering must be shown on plans. /0&,„s , ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ r ❑6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- El 7. St en of Intent Mo,- tWdS •, s.� ` , . - ------------------------------------------- ❑ 8. Hazg c,�us Tte�rial F� . ----------------------7------------------------------------------------------------------- r :Manufactured Home dada"and installation instructions including-liello. ecifications------------------- ' 11. Impact fees as shown on the attached schedule. !MIP- ❑ 12. California Department of Forestry plan approval/fees. ❑ 13. Food elevation certificate.-------------------------------------------------------------=------ "--'----------------- " Sanitation and plot plan approval, Health Department.-------------'�=------------------------ ❑ 15. City.of Chico plumbing permit. --------------------------------------------------------- ------- ❑ 16. of plan and business license approval from the City of Biggs. -------------------------==;;----------------- '------------------------- Planning approval for ae: C. (B) Parking: ( - r �f 1118. Contact Land Development about ❑ Improvements, El Drain ❑Legal Parcel?'� -- '--=------------ x ❑ 1.9. Encroachment Permit for driveway (construction approval pno' to occupancy). ---------------------------- 020 29, -Pre- for required Request to Building Inspector on 1. ntractor's license information (Number, Name Style, Classification). ----------------------=------------- 2. Workers' Compensation carrier and policy number.-------�-------------------------------------------------- E123. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - ------------------------------- -------- ❑ 24. Letter of signature authorization. ----------------------------------------------------- --------------------------- El 25. Recorded copy of Agricultural Acknowledgment Statement. ------- =--------------------------------------- 026. Letter of intent on building use. ------------------------------ --------I; ------------------------------------------ ❑27. Manufactured Home utility clearance. ---------------------------- -- --------------- ------------------------- ❑28 �xistvrolat�i as�and/or�exp/ir�ermit_s.--%--------------------------- W----- ------------------------- 9. 4�" 33 A,�Grant Deed, �1"M.H. itle, CLQ heck to H.C.D $ �",�' d --------------- -- 30. Other: �GLt.C}'Yt �AiNL,.------- When you issue the permit, process as follows ❑ Mail to owner, ❑Mail to contractor (Date) hIeiephone V 19�a ft*<i and hold for pickup at officer. ❑�eliver with inspector. Applicant: Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: � By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: I Date: i By: 1. Index permit application for the above items numbered: Lm1lE A116 ❑ Plan Check List 2. Additional items required: j Contractor, designer, ownwas advised of the above required data �y ❑ ptl n 11 mail, ❑ Building Division counter, by Date: Contras�F,gn ;}''was advised of the above required d�/b pfiope, ❑ mail; ❑ Building Division counter, by ,_Date: Contracgner, owner, was advised of the above rgq6-ed data by ❑ phone, ❑ mail, ❑ Building Division counter,, b_y� Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter,*by ! ' Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: bate: Yellow Copy - Department of Development Services, Building Division. ` "r&oetallkl COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, Calfiornia 95965 • Telephone (530) 538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER^^,, OV ZOw" BUILDING PERMIT OWNER A�J��������� 'A C W/ wyL 'i'1 7 ?/61 TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS0 DRESS CONTRACTOR'S NAME TELEPHONE CONTRACTORS NAILING ADDRESS OONSTRUCnON LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation S ARCHITECT OR ENGINEER LICENSE NO. Filing Fee E 20.00 Permit Fee '72— �° S 2, $6, -� MAILING ARCHITECT OR ENGINEERS ADDRESS Plan Checking Fee b .OU SUILDWGAD Energy Plan Checking Fee $ $ oZg PERMIT FEE S -Z „DO LAT NO. SUBONSIONSNAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Tre 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehomex Other SPEC" Solar or heat pump water heater 23.00 Water piping 15.00 S to Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodq ❑ Utilities 13 Installation ❑ Other ❑ DescribefW1or/k: X /Z3 m GI ,r Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 S. Mobile Home I S I G W (920.00 PERMIT FEE t O, ELECTRICAL PERMIT Fling Fee 20.00 Main Service pw►on LESS 23.00 23 - LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, em exclusively contracting with licensed contractors to construct the project ❑ 1 am exempt under Seo. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit Is issued. ❑ I have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that In the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that'If 1 should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date 9&/W S re of Applican - ❑ Owner ❑ Contractor A Agen An OSHA permit is required for excavationsov r 50' deep and demolition or construction of structures over 3 stories in height Main Service 4 TO t000A Main- 46.00 NEW CONST. O'WEI1LINLi OCCUP. SO E OR ADONS. a ACC. BLns. 3.5QFT; NEW CONST. NON -R610. MuLT.1 T tT 97,50 POWER APPARATUS a SINGLE ovnEr clRt 20 Ex. Occu OLmET oR FWTWE9 1 aAL LNS Ex. Occup. Lmt�s�PESID�FRA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEL $ Mobile Home Installation Fee $ Energy Inspection Fee S Occ CONST TYPE �� TOTAL FEE $ �Z HAZ D FEES IMP I FLOOD I COF P CEL PD HD ssUE This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been By Date PERMIT EXPIRES ON provisions to do work paid. fr Receipt No. is WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT t A N O A K W O O D C O M P A N Y INSTALLATION 'MANUAL LAST PRINTED: 7/97 THIRD PARTY APPROVAL: O FEDERAL MANUFACTURED U HOUSING CONSTRUCTION & SAFFT,' ST,y`!f?�.� is MAY b 1996 8 es GOLDEN WEST HOMES INSTALLATION MANUAL ROOF DESIGN LOAD El 20 PSF E] 30 PSF , El 40 PSF E] 60 PSF ❑ 80 PSF WIND DESIGN LOAD 15 PSF CORPORATE OFFICE Manufacturing, Western Region Office 2222 South Dobson Road, Bldg. 3, Suite 302 Mesa, AZ 85202 (602)777-1855 MANUFACTURING LOCATIONS PERRIS DIVISION ALBANY DIVISION 3100 N. Perris Blvd. 2445 Pacific Blvd. South Perris, CA 92571 Albany, OR 97321 (909)657-1 611 (541) 926-8631 TABLE OF CONTENTS Page Forward..........:..:.............................................................................................. 1 FederalPreemption .... :................................................................................... 1 Preliminary Preparations............................................................................... 2 Structural Loading Requirements................................................................ 2 Setting Single Wide or "A" Section of Multi -Wide Home .......................... 3 Mating of Additional Sections of Multi -Wide Homes ................................. 3-4 Utility Hook Up................................................................................................ 4-7 Final Close up and Inspection: Ventilation of Underfloor Area............................................................... 7 Ground Cover Vapor Barrier................................................................. 7 DryerVentilation.................................................................................... 8 Support Plans, Pier Supports, and Footings ............................................... 9-10 Foundations.................................................................................................... 11 OpenSlatted Decks........................................................................................ 11 Site Built Structures........................................................................................ 11 Site Installed Gas Range................................................................................ 12 Support Plan Diagrams: SingleWide........................................................................................... 13 DoubleWide.......................................................................................... 14 Triple Wide - Longitudinal Tag Unit ...................................................... 15 Triple Wide = Transverse Tag Unit ..................................... Four Section Home - "T" Model............................................................ 17 Tables: Table I Support Schedules (Chassis & Perimeter Support Piers)...... 18-23 Table II Ridge Beam.Support Schedules .............................................. 24-28 Table III Mating. Line Bearing Wall Support Schedules ....................... 29-31 Drawings and Details: Sheet Support Plans - Outset Floor & Recessed Sidewall ........................... S-5 Support Plans - Porches & Fireplaces ............................................... S-6 Support Plans - Porches & Decks ..................................................... S-7 Pier & Footing Support Details.......................................................... S-8 Floor & Roof Close -Up Details - 3:12 Roof ........................................ S-10 Roof Close -Up Details - 4:12 Roof .......................... :......................... S-11 Alternate Floor Connection at Mating Line ..............................:......... S-12 PlumbingDetails................................................................................ S-13 MechanicalDetails............................................................................. S-14 Electrical Details......................................................:.......................... S-15 Wall & Roof Close-up Details............................................................. S-16 WallClose -Up Details........................................................................ S-17, Typical Tiedown Details..................................................................... . S-20 Roof Close-up Applications - Tag with Standard Gable ..............:..... S-30 Roof Close -Up Applications - Alternate Valley .................................. S-31 Add -On Eave Details......................................................................... S-35 Roof Close -Up Applications - Vent Pipe at Ridge ............................. S-40 Fireplace & Chimney Installation ....... :................................................ S-41 Site Built Garage / Entry - Plarr'Diagram ........................................... S-50 Site Built Garage Roof Framing......................................................... S-55 FORWARD This installation manual contains specific instructions that must be strictly adhered to in order for the home to perform properly. These installation procedures must be performed by an experienced installer who has carefully read and understands all aspects of the installation instructions. Check with the local regulatory agency at the location where the home will be installed for specific requirements that must be known in order to properly use this manual, i.e. roof load, wind load, soil bearing capacity, etc.. For any questions regarding these instructions please contact your retailer first, who will refer you to the factory if he is unable to offer assistance. FEDERAL PREEMPTION All homes built by Golden West Homes are constructed and inspected to comply with the "Federal Manufactured Home Construction & Safety Standards" (24 CFR Parts 3280 & 3282 respectively) in accordance with the requirements of the U.S. Department of Housing and Urban Development. This standard is more commonly 'referred to as the "HUD Code". Individual states, counties, and cities shall have no authority to establish standards regarding the construction or safety of a manufactured home which are not identical to the Federal Manufactured Home Construction and Safety Standards. A metal certification label is affixed to each section of home to certify that the home has been constructed and inspected to comply with these Standards. The design plans and in -plant construction of all homes are inspected by independent third party agencies to. assure compliance with the Federal Standards. The private company RADCO and the State of Oregon are both approved by H.U.D. to provide such services. Any party that desires further verification may contact Mr. Philip W. Schulte at the Department of Housing and Urban Development (H.U.D.) at (202) 755-7420. Mr. Schulte is the Chief of the Compliance Branch for the Manufactured Housing and Construction Standards Division. 1 PRELIMINARY PREPARATIONS 1. Check with the park manager (or retailer for a private property set) for the exact location of the home site. 2. Check access to utilities prior to setting up the home. 3. Verify whether or not wheels and detachable hitch are to be removed. 4. For Park sets, park manager must sign for location and note any special instructions regarding the installation of the home. 5. Verify receipt of standard items and set up materials shipped lose with the home per checkout list. 6. The home site must be graded and sloped properly to prevent water accumulation in the area beneath the home. 7. Verify (by inspecting the home's data plate) that the home has been designed and constructed to accommodate the roof and wind load requirements established by the local jurisdiction (see "Structural Loading Requirements" below). STRUCTURAL LOADING REQUIREMENTS The structural installation requirements vary for each climatic zone or region in order to compensate for variances in roof snow loads, wind loads, and soil bearing conditions. The local authority having , jurisdiction may place special load requirements for the manufactured home which differ from the H.U.D Standards for a particular region. In all cases, the local authority must be contacted for their specific structural loading requirements. Make sure the manufactured home design meets the specific load requirements at the location where it will be installed. Each home is designed and constructed to accommodate the roof live load as checked on the first page of this manual, either 20 psf, 30 psf, 40 psf, 60 psf , or 80 psf and a horizontal wind load of 15 psf. The home's "Data Plate" must also have a checkmark next to the appropriate roof and wind loads which should coincide with the loads identified on the first page of the manual. 2 SETTING SINGLE WIDES OR "A" SECTION OF MULTI-WIDES 1. Tow unit into desired. location over firm footing on home site. 2. Remove transportation closure material (weather proof covering and close -off grid work). A. Temporary ridge beam support posts are to remain in position to maintain ceiling heights during joining of unit sections. B. Make sure that all nails and staples that may prevent the sections from properly joining together are removed. 3. Starting with. the open side of the unit, place the first hydraulic jack under the chassis beam just forward of the front axle spring hanger. Allow room for the pier support to be placed next to the front spring hanger. 4. Second jack shall be located under same chassis main beam.just behind the rear axle spring hanger. 5. Uniformly lift this side of the unit using both jacks and remove the tires. 6. Locate first two support piers adjacent to the front and rear axle spring hangers. Adjust initial piers as low as possible for easy leveling. - Generally, maintaining proper pitch in the drain lines will be -the governing factor. 7. Place an additional support pier no greater than 24" from*the front and rear end of the home. a. Lift other chassis main beam and remove the tires (see steps 3 through 5). 9. Place piers directly opposite those placed on open side beam. 10. Evenly space the remaining piers at the required spacing for chassis supports per Table I. Install perimeter, support piers per Table I as required. 11. Level the unit from side to side and front to rear by adjusting pier support heights and or shimming. ~Levelness must be checked using a water level or large carpenter's level, and by observation of passage doors and cabinet doors for plumb fit. MATING OF ADDITIONAL SECTIONS OF MULTIWIDE HOMES 1. Tow "B" section as close as possible to "A" section. 2. Place"jacks under the chassis main.beam nearest to the "A" section forward and rear of axle, lifting "B" section approximately 1/2" off the ground. 3. Place a third jack against the outside wheel hub at a 45 ° angle to the ground and jack the "B" section against the "A" section. 4. With the first two jacks still under the main beam at the axles, raise the hitch jack to about 20". The third jack should be set under the outboard side of the hitch at a 45 ° angle. Letting down the hitch jack will allow the entire floor front to slide over to mate with the "A" section floor. 5. With the third jack at the front of the unit, raise the floor beginning at the front crossmember to flush the inside of the front wall and top of the floor. Adjust front and rear alignment of the home sections with hydraulic jacks and using ceiling panel joints as guides. Remove tires and. store beneath home if desired. 6. Insert 1/2" bolts through mating angles at outrigger ends starting from the front crossmember. See detail "D" on drawing S-10. These bolts also serve to electronically bond the chassis. On homes where mating angles are not installed or do not align across the mating line, refer 'to drawing S-12 for alternate floor connection and bonding instructions. 7. Apply jack pressure under the inside main beam to obtain a flush floor, then set pier supports at required spacing to match the "A" section. Place jacks under outside chassis beam and apply even pressure to bring ceilings together. 8. When all wall joints at the ceiling are aligned, jack the inside to bring the ceilings flush and, starting at the front of the home, secure roof sections together through the ridge beam halves per drawings S-10 and S-11. Note: For 20 psf and 30 psf roof loads, 1/2" diameter bolts or 3/8" diameter lag screws may be used. For greater roof loads use only 1/2" diameter bolts. Once the ridge beam halves are properly attached, remove the temporary support posting along the mating line. 9. After ceilings are secured, set support piers under outside chassis main beam and remove jacks. At the mating line, set additional piers under ridge beam support posts and bearing walls as shown on the "Carpet Layout and Ridge BeamField Support Pies" diagram enclosed with this manual. Note: The Carpet Layout and Ridge Beam Field Pier diagram Iis enclosed as an aid. for the installers. For justification of all supports at the mating line refer to pier support Table II and Table III. 10. Install perimeter support piers as required and shown on the support plan diagrams and Table I pier support schedules contained in this manual. Adjust height of all support piers from front to rear and side to side using a level on the inside floor to assure that a final level position has been achieved. 11. Repeat above directions for additional sections of home. 12. Close up roof section at mating line(s) of home and other areas as required. Refer to drawings S-10, S-11, S-12, S-16, S-17, and S-30 through S-41. 13. Install tiedown straps & anchors where required. For spacing see the appropriate support plan diagram. For tiedown notes & specifications see drawing S-20. UTILITY HOOK-UP 1. Install hot and cold water line crossovers, when required, below the floor with approved flex connectors provided by Golden West Homes. See drawing S- 13 detail "A or "B". Crossovers shall be the same size as the pipes in the home at the crossover point. 4 2. Hook up waste line crossover when required with approved connector. See drawing S-13 detail "D". Assure all drain lines have proper slope (fall) of 1/4" minimum per foot toward outlet (1/8" minimum per foot if factory installed cleanout provided at upper end of drain line). Provide final installation of any ship loose waste lines at this time (see S-13 details "E" & "F"). 3. Install gas line flex connector supplied with the home for crossover when required. See drawing S-13 detail "C". A. Flexible crossover connectors shall be listed for exterior use. B. Crossovers shall be the same size as the piping in the home at the crossover point. C. Crossover connections shall be made by a listed quick disconnect device. Do not use tools on this device. 4. Hook up waterline to service. A. Minimum 3/4" water connection required. B. The manufactured home is designed for an inlet water pressure of 80 psi. A pressure reducing valve must be installed and calibrated in areas where the water pressure exceeds 80 psi. C. A master cold water shut-off valve shall be installed in the water supply line adjacent to the home. D. Protection from freezing: If the home is installed in an area subject to 'freezing temperatures, the exposed section of the water supply piping, shut-off valve, and pressure reducer must be protected. The most effective means of accomplishing this is by the use of a thermostatically controlled heat tape. For this purpose, all homes are equipped at the factory with an electrical receptacle outlet under the home in the vicinity of the water supply inlet. Note: The heat tape used must be listed by a nationally recognized testing laboratory for use with manufactured homes,'and installed in accordance with the manufacturer's instructions. In mild climates subject to only occasional below freezing temperatures, an alternative is to wrap exposed sections of the water supply. piping with insulation, loosely taped to prevent excessive compression. E. To drain water lines, remove cap from drain location, open faucets and apply air pressure until all water is removed from the system. 5. Hook Up Gas Line To Service A. Use a gas supply connector listed for manufactured homes and rated according to the label attached to the home at the gas supply connection. B. The gas piping supply system is designed for a maximum pressure of 14" water column (1/2 psi) and not less than 7" water column (1/4 psi). 5 6. Hook Up Waste Line To Service A. Minimum 3" waste connection required. B. An approved flexible connector shall be installed at each end of the drain line from the home to the sewer inlet. C. For shipped loose drain line installation, see drawing S-13 detail "E". 7. Complete electrical hook up and installation of light fixtures shipped loose for interior and exterior of home prior to turning on service. Warning: Do not turn on breaker to water heater until tank is full of water. 8. Complete electrical crossover(s) at mating line between floor sections. Each crossover will consist of a length of 1/2" flex conduit with conductors on one floor -section and a junction box with cover plate on the other floor section (see drawing S-15 detail "A". All splice connections shall be made with wire nuts. Always replace cover before turning power on. 9. Complete electrical hook up from manufactured home to service. For 100 amp service or larger, 4 splice connections are required in the junction- box (see drawing S-15 detail "B"). Connectors at the junction box shall be split bolt, sleeve type, or other approved connectors. See table below for minimum wire and conduit sizes. Service Al Conductor Al Neutral Al Ground Conduit 100 amp No. 1 THW No. 1 THW No. 6 THW 1 1/2" 125 amp No. 2/0 THW No. 1/0 THW No. 4 THW 1 1/2" 150 amp No. 3/0 THW No. 1/0 THW No. 4 THW 2" 200 amp. No. 4/0 THW No. 2/0 THW No. 4 THW 2" 10. Complete electrical connection for air conditioner where required: The circuit for an air conditioner terminates in a junction box without a receptacle. The conductors shall be spliced with wire nuts or other approved devices. See table below for wire sizes. A disconnecting means shall be provided which is located within sight of the controller location. Air Conditioner Size Wire Size Conduit Size 3 Ton 8/3 3/4" 3 1/2 Ton 8/3 3/4" 4 Ton 8/3 3/4" 5 Ton 6/3 3/4" 11. Hook up duct crossover(s) beneath home for down flow heating systems. See drawing S-14 and model specific heat duct diagram shipped with the home. [-9 12. After completing all utility hook ups to service, perform the following tests: A. Electrical function test. B. Water pressure test. C. Flood test (plumbing drain system). D. Gas .test. E. Appliance function test. 13. Floor undersheathing (bottom boards The sheathing covering the bottom of the home is special material that is either vinyl coated or asphalt impregnated to protect against moisture, rodents, and unconditioned air. • This sheathing was inspected and_.intact at .the factory, but may have been damaged in transit or during. set , up. If a large hole is found and the material is vinyl coated, use a patch of ,the same material, tacking to the nearest floor joists, and seal the'edges with tape to retain air tightness. Small holes may be sealed,.with`tape alone. ' If the material is asphalt impregnated board, use a patch of the.same material with a.bead of adhesive around the contact edges to make an, air tight;`seal. Tack to the nearest floor joists, or use divergent staples. Your 'retailer can ,provide material and information, or can arrange for repairs: Wrap all P -traps exposed below the floor with .insulation, then wrap the bottom board material and tape all seams. V ' f FINAL CLOSE UP AND INSPECTION 1. Ventilation 'of Under Floor Area: The underfloor area must be ventilated to minimize condensation • beneath the home. A minimum of 4 ventilation openings shall be provided from the underfloor space to the exterior. The combined openings shall have a. net area equal to at least one square foot for every 150 square -feet of floor area. Place the required openings as equally distributed as, possible along the length of at least two opposite sides, with openings located close to corners to provide cross ventilation. 2. Moisture Control of. Underfloor Area: A vapor retarding ground cover of (6) mil black polyethylene material or other equivalent membrane must be used to prevent ground moisture from entering the home. 3. Install ship loose parts to finish close off for exterior. See drawings S-16 and S-17. 4. Remove detachable hitch and store beneath home. 5. Install the ceiling beam molding and all other necessary molding to complete the interior trim. 6. Using the Yenclosed "Carpet Layout' drawing, install pad- and carpet in designated areas. Floors shall be swept clean and the joint at the mating line seam in the floor must be taped prior to installation. It is imperative that carpet piecing is performed according to the enclosed layout since the total carpet usage is supplied based on this drawing. �I 7. Assure that the bottom edge of the factory installed exterior siding is kept at least 6" from the surrounding soil. Also, siding must not be in direct contact with concrete. 8. A roughed -in dryer vent opening has been provided for the future installation of a clothes dryer. Installation of the vent from the stub -in to the outside of the home must comply with the installation instructions provided with the dryer. Under no circumstances may the dryer be vented to the area beneath the home. 9. Check the following during final walk through inspection: A. All drawers and doors for proper alignment and fit. B. Floor tile, counter tops, marble, fiberglass, paneling, exterior finish, and roof for acceptable condition. C. Plumbing and electrical hook ups. Note: Golden West Homes provides for a "Golden Touch Customer Delivery and Acceptance Inspection" conducted with the retail owner by a representative of the selling retailer. SUPPORT PLANS, PIER SUPPORTS, AND FOOTINGS In order to properly set up and install the manufactured home according to the pier support plans and schedules, the following information must be known in advance: 1. Roof Load Zone: The local roof load where the home will be installed is typically either 20 psf,, 30 psf, 40 psf, 60 psf or 80 psf. Note that 20 psf is often referred to as "South Zone" and 30 psf can be referred to as "Middle Zone". Check with the local building authority to determine the required roof load at the home site. 2. Soil Bearing Capacity: The .pier support schedules are based on soil bearing capacities of either 1000 psf, 1500 psf, or 2000 psf. Refer to soils report or check with the local building authority for the proper soil bearing capacity to use with the support tables. 3. Home Size Specifications: The floor width of each home section will either be 9'-10" (10 Wide), 11'-10" (12 Wide), 12'-8" (14 Wide), or 13'-6" (14 Wide). The eave lengths will -vary from 0" minimum to 16 maximum. CHASSIS & PERIMETER SUPPORTS Refer to the appropriate "Support Plan" diagram (single wide, double wide, triple wide, etc.) for a plan view of the generic support requirements. Then, with the information from items 1 through 3 above, enter Table I to determine the required pier capacity and footing pad size for chassis and perimeter supports based on the pier spacing you desire to use (either 4', _6', or 8' spacing). If the required capacity or footing area is greater than the rating of you pier or pad, you must either decrease the pier spacing or use multiple piers and. or pads with a combined capacity to meet the requirement. Refer to drawing S-8 for pier and footing support details. Typically, perimeter supports are not required for 20 psf roof loads. However, perimeter supports are required for all roof loads at each side of all door and other openings in the sidewall that are greater than 48" as shown on the support plan diagrams. Perimeter supports are not required where the home is installed on and supported by a foundation system that has a continuous perimeter wall and footing capable of transmitting the design loads to the soil (see "Foundations") SPECIAL SUPPORTS - PORCH COLUMNS, POP -OUT FLOORS, ETC._ Pier supports are required at outset or pop -out floors, porch column posts, and outset fire place locations as shown on drawings S-5, S-6, & S-7. FOOTINGS Footings shall be placed level on firm, undisturbed soil or on controlled fill which is free of grass and organic materials, with a minimum soil bearing capacity of 1000 psf. In areas where the ground is subject to freezing; footings shall be placed to extend below frost line according to local jurisdiction requirements. CONTINUOUS FOOTINGS If continuous footings are used (see S-8 detail "E"), the only information necessary from Table I is the pier capacity and spacing required. Disregard the required footing area. By limiting the pier load over continuous footings to 5200# for 1000 psf soil and 6000# for 1500 psf and 2000 psf soil, the required footing area has been accounted for. Note: The 5200# and 6000# limitations refer to both individual pier loads and to the combined load of multiple piers. RIDGE BEAM & MATING LINE BEARING WALL SUPPORTS Tables II and III are used for the support requirements at the mating line between two floor sections. Since the location and capacity requirements for these supports vary with each particular floor plan, a separate drawing titled "Carpet Layout and Ridge Beam Field Support Piers" is enclosed with each installation manual. This drawing shows the location, pier capacity, and footing pad size requirements for all supports at the mating line. Note: For justification of mating line supports as shown on the "Carpet Layout and Ridge Beam Field Support Piers" diagram, refer your local authority or building inspector to Table II and Table III of this manual. The "Carpet Layout and Ridge Beam Field Support Piers" diagram is intended only to be used as an aid for the home installer. UNDER FLOOR CLEARANCE AND HEIGHT RESTRICTIONS A minimum ground clearance of 12" shall be maintained beneath the lowest member of the chassis main frame (I beam). Where the home is installed on a basement or split level type foundation or when more than 25% of the area of the home is installed so the bottom of the main frame members are more than 36" above the ground level, the foundation system shall be designed by a licensed professional engineer or architect and the installation approved by the authority having jurisdiction. 10 FOUNDATIONS The support system(s) shown in this manual (piers, footings, and anchoring devices) comprise the minimurn'structural requirements for supporting the home to resist the total design loads as indicated herein. Where homes are installed on permanent foundations or other alternative support systems, such methods shall meet the requirements of the local building authority and when required be certified by a registered professional engineer or architect. The tiedowns as shown in this manual are not required where a permanent or alternative support foundation system is used that has.been designed to resist local wind loads, is certified by a registered professional engineer or architect, and is approved by the local authority having jurisdiction. OPEN SLATTED DECKS AT PORCHES AND RECESSED ENTRIES Where open slatted deck boards are used at recessed entries and porches, provisions must be made to ensure water is not permitted to drain into the area under the conditioned portion of the home. Any perimeter type skirting or foundation wall should be installed to follow the exterior wall of the home and permit the area beneath the porch to drain water away from the home. SITE BUILT STRUCTURES ADJACENT TO MANUFACTURED HOME It is permissible to construct a site built structure (garage, porch, awning, etc.) adjacent to the manufactured home provided the attached structure is self supported (freestanding) and does not rely on the manufactured home for support. In addition, it is acceptable to extend the garage or porch gable fill roof framing over and onto the manufactured home roof as long as the gable framing is designed and constructed to distribute roof loads uniformly over the manufactured home roof as shown on drawing S-55 of this manual. All site construction shall conform to local building codes and proper fire separation shall be provided where required. 11 INSTRUCTIONS FOR SITE INSTALLED GAS COOKING RANGE I. FACTORY PREPARATION (BY GOLDEN WEST HOMES) Golden West Homes will provide a space for the future installation of a cooking range. The metal hood and cabinet protection required by 3280.204(a) of the HUD Standards and the flame spread and fire protection requirements for surfaces adjacent to the range per 3280.203 shall be installed in the factory.. A gas riser will be installed at the range space and capped off to accommodate the future installation of the range. A tag shall be placed next to the riser indicating the size and maximum BTU rating of the gas line. II. SITE INSTALLATION INSTRUCTIONS The range shall be installed in the space provided in accordance with the range manufacturer's installation instructions. The BTU input requirement for the range may not exceed the rating indicated.on the tag placed by Golden West Homes. After the range is installed, and with the shut-off valve open, the gas piping system shall be pressurized to 1/2 psi. (8 oz.) and the appliance connections tested for leakage using soapy water or bubble solution. 12 W-0" TYPICAL1�2'-0" MAX. TIEDOWN SPACING (TYPJ T T T CHASSIS MAIN BEAMS24" MAX. (TYPICAL) I I I(TYP.) TYPICAL PERIMETER SUPPORTS (NOT — REQUIRED FOR 20 PSF ROOFS) PERIMETER BLOCKING REQUIRED —Y AT EACH SIDE OF DOOR OR OTHER OPENINGS OvER 48" IN SIDEWALL FOR ALL ROOF LOADS. (SEE NOTE 1) NOTES: OPENING 1. PROVIDE PERIMETER SUPPORT BLOCKING AT EACH SIDE OF DOOR OR OTHER OPENINGS OVER 48" WIDE .PER PIER SUPPORT TABLE. FOR 20 PSF ROOF LOADS. USE 30 PSF PIER SUPPORT TABLE. LEGEND: 0 = CHASSIS SUPPORTS PER "TABLE I SUPPORT SCHEDULE". = PERIMETER SUPPORTS PER "TABLE I SUPPORT SCHEDULE". = TYPICAL TIE -DOWN PER SHEET S-20. 13 p��EP)V4, i0 F ES S F9 N0. C042 E■D 3-31-2000 S/ CI m �P \f OF CAlIFOj II' -0" TYPICAL TIEDOWN SPACING CHASSIS MAIN (TYPICAL) MATING LINE RIDGE BEAM CLEAR SPAN RIDGE BEAM CLEAR SPAN MATING LINE BEARING WALLS ABOVE TYPICAL PERIMETER SUPPORTS (NOT — REQUIRED FOR 70 PSF ROOFS) PERIMETER BLOCKING REQUIRED --Y AT EACW SIDE OF DOOR OR OTHER OPENINGS OVER 48" IN SIDEWALL FOR ALL ROOF LOADS. (SEE NOTE 3) T(%C-2TyVMAX . P. T 74" MAX. (TYP.) JUrrum 1 rLl11V - UUUDLC YYILJC M NOTES: 1. RIDGE BEAM COLUMN PIER SUPPORTS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER THAN 3'-0 2. RIDGE BEAM COLUMN PIER SUPPORT LOCATIONS VARY WITH EACH INDIVIDUAL FLOORPLAN. REFER TO THE ENCLOSED "CARPET LAYOUT AND RIDGE BEAM FIELD SUPPORT PIER" DRAWING FOR LOCATION AND CAPACITY REQUIREMENTS. 3. PROVIDE PERIMETER SUPPORT BLOCKING AT EACH SIDE OF DOOR OR OTHER OPENINGS OVER 48" WIDE PER PIER SUPPORT TABLE. FOR 20 PSF ROOF LOADS. USE 30 PSF PIER SUPPORT TABLE. LEGEND: E = CHASSIS PIER SUPPORT PER "TABLE I SUPPORT SCHEDULE". = PERIMETER PIER SUPPORTS PER "TABLE I SUPPORT SCHEDULE" RIDGE BEAM COLUMN PIER SUPPORTS PER NOTE NO. 2 ABOVE m REFERENCE "TABLE II RIDGE BEAM SUPPORTS" SCHEDULE. ®_ MATING LINE BEARING WALL PIER SUPPORTS PER "TABLE III - SUPPORTS AT MATING LINE" SCHEDULE. TYPICAL TIE -DOWN PER SHEET S-20. 14 N0. C042,077 "-`• "fes Exp. 3.31.2000 /, CIVIL !f OF CWUF o% Q 3 Z) 1 3 G TYPICAL PERIMETER II' -0" TYPICAL---��2'-0" MAX. SUPPORTS (NOT TIEDOWN SPACING 7P.) REQUIRED FOR 20 PSF ROOFS) CHASSIS MAIN (TYPICAL) MATING LINE RIDGE BEAM CLEAR SPAN RIDGE BEAM CLEAR SPAN MATING LINE BEARING WALLS ABOVE (TYPICAL) MATING LINE RIDGE BM. CLEAR SPAN E E X Q E CHASSIS MAIN (TYPICAL) M 24" MAX. (TYP.) PERIMETER BLOCKING REQUIRED AT EACH SIDE .OF DOOR OR OTHER OPENINGS OvER 48" IN SIDEWALL FOR ALL ROOF LOADS. (SEE NOTE 3) RIDGE RIDGE SLOPE OF ROOF LONGITUDINAL TAG ROOF DIAGRAM LONGITUDINAL TCG NOTES: 1. RIDGE BEAM COLUMN PIER SUPPORTS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER THAN 3'-0". 2. RIDGE. BEAM COLUMN PIER SUPPORT LOCATIONS VARY WITH EACH INDIVIDUAL FLOORPLAN. REFER TO THE ENCLOSED "CARPET LAYOUT AND RIDGE BEAM FIELD SUPPORT PIER" DRAWING FOR LOCATION AND CAPACITY REQUIREMENTS. 3. PROVIDE PERIMETER SUPPORT BLOCKING AT EACH SIDE OF DOOR OR OTHER OPENINGS OVER 48" WIDE PER PIER SUPPORT TABLE. FOR 20 PSF ROOF LOADS, USE 30 PSF PIER SUPPORT TABLE. LEGEND �1 Q(koEESSI0Ng7 F CHASSIS PIER SUPPORT PER "TABLE I SUPPORT SCHEDULE". `�PQ��OSEPyF�1/�FF9 = PERIMETER PIER SUPPORTS PER "TABLE I SUPPORT SCHEDULE". N0. RIDGE BEAM COLUMN PIER SUPPORTS PER NOTE NO. 2 ABOVE C04 07 m REFERENCE "TABLE 11 RIDGE BEAM SUPPORTS" SCHEDULE. *C _MATING LINE BEARING WALL PIER SUPPORTS Exp. 3.31.2000 ® PER "TABLE III - SUPPORTS AT MATING LINE" SCHEDULE. Sr OF CA003 CIVIL N� P = TYPICAL TIE -DOWN PER SHEET S-20. 411 15 TYPICAL PERIMETER 11'-0" TYPICAL 2'-0" MAX. SUPPORTS (NOT TIEDOWN SPACING YP.) REQUIRED FOR 20 PSF ROOFS) L 0 X MATING LINE BEARING - 3 i WALL ABOVE (TYPICAL) Z 10 .n i 3 L pROFESS10Ng7 X SUPPORTS ARE REQUIRED AT _p F SPAN 9 CHASSIS MAIN Z BEAMS (TYPICAL) SUPPORT LOCATIONS VARY WITH EACH INDIVIDUAL FLOORPLAN. D "CARPET LAYOUT AND RIDGE .n PIER" DRAWING FOR LOCATION _ r J - L RIDGE BEAM i 3. PROVIDE PERIMETER SUPPORT BLOCKING AT EACH SIDE 3 L OVER 48" WIDE PER PIER SUPPORT TABLE. FOR 20 PSF ROOF LOADS, USE 30 3 i SUPPORT TABLE. CHASSIS MAIN ~ BEAMS (TYPICAL) Z .9 Ezp.3.3t•2000 in PER "TABLE III - SUPPORTS AT MATING LINE" SCHEDULE. CIVII CWA5515 MAIN (TYPICAL) MATING LINE RIDGE BEAM CLEAR SPAN RIDGE BEAM CLEAR SPAN PERIMETER BLOCKING REQUIRED AT EACH SIDE OF DOOR OR OTHER OPENINGS OVER 48" IN SIDEWALL FOR ALL ROOF LOADS. (SEE NOTE 3) MATING LINE IDI L F 1 l 1 1 PIERS AT EACH END OF MAIN 3000• PIER/PAD a 20 PSF BEAM ON TAG UNIT ONLY: 5000' PIER/PAD a 30 PSF 5000' PIER/PAD a 20 PSF I 8000' PIER/PAD a 40 PSF 2500' PIER/PAD • 30.4 40 PSF 8000' PIER/PAD a 60 PSF 2500' PIER/PAD a 60 A 80 PSF 10000' PIER/PAD a 80 P5F 4 (MID -LENGTH) OF TAG 21'-0" MAXIMUM TAG LENGTW TYPICAL AT ALL (4) CORNERS: 40000 PIER/PAD a 30 PSF 6000' PIER/PAD a 40 PSF 6000' PIER/PAD a 60 PSF 80001 PIER/PAD a 80 PSF (NONE REQUIRED a 20 PSF) i- o-1.. q 24" MAX. (TYP.) Z - RIDGE SLOPE OF ROOF ROOF DIAGRAM TRANSVERSE TAG TRANSVERSE TAG NOTES: pROFESS10Ng7 1. RIDGE BEAM COLUMN PIER SUPPORTS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER THAN 3'-0". S`F�SOSEPy �F9 2. RIDGE BEAM COLUMN PIER SUPPORT LOCATIONS VARY WITH EACH INDIVIDUAL FLOORPLAN. REFER TO THE ENCLOSED "CARPET LAYOUT AND RIDGE BEAM FIELD SUPPORT PIER" DRAWING FOR LOCATION AND CAPACITY REQUIREMENTS. RIDGE BEAM COLUMN PIER SUPPORTS PER NOTE NO. 2 ABOVE 3. PROVIDE PERIMETER SUPPORT BLOCKING AT EACH SIDE OF DOOR OR OTHER OPENINGS OVER 48" WIDE PER PIER SUPPORT TABLE. FOR 20 PSF ROOF LOADS, USE 30 PSF PIER SUPPORT TABLE. w� _MATING ® LEGEND 16 pROFESS10Ng7 -CHASSIS PIER SUPPORT PER "TABLE I SUPPORT SCHEDULE". o FyC S`F�SOSEPy �F9 = PERIMETER PIER SUPPORTS PER "TABLE I SUPPORT SCHEDULE". �QQ o NO. m RIDGE BEAM COLUMN PIER SUPPORTS PER NOTE NO. 2 ABOVE C04207 REFERENCE "TABLE II RIDGE BEAM SUPPORTS" SCHEDULE. w� _MATING ® LINE BEARING WALL PIER SUPPORTS Ezp.3.3t•2000 PER "TABLE III - SUPPORTS AT MATING LINE" SCHEDULE. CIVII Sj �P gjf Of c JI I)�N = TYPICAL TIE -DOWN PER SHEET S-20. 16 NOTE, EACH DOUBLE WIDE SECTION OF "T" MODEL MUST BE INDIVIDUALLY SUPPORTED PER THE "SUPPORT PLAN FOR DOUBLE WIDES" INSTRUCTIONS. HOWEVER, TIEDOWN ANCHORS ARE NOT REQUIRED AT THE MATING LINE BETWEEN THE TWO DOUBLE WIDE SECTIONS AS SHOWN BELOW. 2'-0" M (TYP.) E 7 E p x 3 E E M TYPICAL PERIMETER SUPPORTS (NOT — REQUIRED FOR 20 PSF ROOFS) MATING LINE BEARING WALL ABOVE CHASSIS MAIN BEAMS (TYPICAL) MATING LINE — P===N=� RIDGE BM CLEAR SPAN RIDGE BM CLEAR SPAN OPENING CHASSIS MAIN BEAMS (TYPICAL) 11'-0" TYPICAL TIEDOWN SPACING m H I1NIT IIIIr')TLI [WIT IIIIMTU 13'-6" MAXIMUM 13'-6" MAXIMUM PERIMETER BLOCKING REQUIRED X J J AT EACH SIDE OF DOOR OR OTHER Q OPENINGS OVER 48" IN SIDEWALL FOR WQ Z3 E U ALL ROOF LOADS. (SEE NOTE 3) v 0 J� H v m Ema W _Z J E Z � a m Z 0 N w a E J m �I m WI Q 1 U w �I 07 SUPPORT PLAN - FOUR SECTION HOME - "T" MODEL JAI NOTES: 1. RIDGE BEAM COLUMN PIER SUPPORTS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER THAN 3'-0". 2. RIDGE BEAM COLUMN PIER SUPPORT LOCATIONS VARY WITH EACH INDIVIDUAL FLOORPLAN. REFER TO THE ENCLOSED "CARPET LAYOUT AND RIDGE BEAM FIELD SUPPORT PIER" DRAWING FOR LOCATION AND CAPACITY REQUIREMENTS. 3. PROVIDE PERIMETER SUPPORT BLOCKING AT EACH SIDE OF DOOR OR OTHER OPENINGS OVER ,48" WIDE PER PIER SUPPORT TABLE. FOR 20 PSF ROOF LOADS, USE 30 PSF PIER SUPPORT TABLE. LEGEND: E: CHASSIS PIER SUPPORT PER "TABLE I SUPPORT SCHEDULE". = PERIMETER PIER SUPPORTS PER "TABLE I SUPPORT SCHEDULE" RIDGE BEAM COLUMN PIER SUPPORTS PER NOTE NO. 2 ABOVE m REFERENCE "TABLE II RIDGE BEAM SUPPORTS" SCHEDULE. _ MATING LINE BEARING WALL PIER SUPPORTS ® PER "TABLE III - SUPPORTS AT MATING LINE" SCHEDULE. = TYPICAL TIE -DOWN PER SHEET S-20. 5 SO �Iy4 ��� N0. C04207J�� Exp. 3-31-2000 CIVIL If OF CAUI PERIMETER BLOCKING REQUIRED X )( J AT EACH SIDE OF DOOR OR OTHER Q OPENINGS OVER 48" IN SIDEWALL FOR E 0 E U ALL ROOF LOADS. (SEE NOTE 3) v 0 H v SUPPORT PLAN - FOUR SECTION HOME - "T" MODEL JAI NOTES: 1. RIDGE BEAM COLUMN PIER SUPPORTS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER THAN 3'-0". 2. RIDGE BEAM COLUMN PIER SUPPORT LOCATIONS VARY WITH EACH INDIVIDUAL FLOORPLAN. REFER TO THE ENCLOSED "CARPET LAYOUT AND RIDGE BEAM FIELD SUPPORT PIER" DRAWING FOR LOCATION AND CAPACITY REQUIREMENTS. 3. PROVIDE PERIMETER SUPPORT BLOCKING AT EACH SIDE OF DOOR OR OTHER OPENINGS OVER ,48" WIDE PER PIER SUPPORT TABLE. FOR 20 PSF ROOF LOADS, USE 30 PSF PIER SUPPORT TABLE. LEGEND: E: CHASSIS PIER SUPPORT PER "TABLE I SUPPORT SCHEDULE". = PERIMETER PIER SUPPORTS PER "TABLE I SUPPORT SCHEDULE" RIDGE BEAM COLUMN PIER SUPPORTS PER NOTE NO. 2 ABOVE m REFERENCE "TABLE II RIDGE BEAM SUPPORTS" SCHEDULE. _ MATING LINE BEARING WALL PIER SUPPORTS ® PER "TABLE III - SUPPORTS AT MATING LINE" SCHEDULE. = TYPICAL TIE -DOWN PER SHEET S-20. 5 SO �Iy4 ��� N0. C04207J�� Exp. 3-31-2000 CIVIL If OF CAUI TABLE I SUPPORT SCHEDULE - 20 PSF ROOF LOAD - NO EAVE 10' WIDE 12' WIDE 14' WIDE SOIL BEARING SUPPORT SUPPORT REQUIRED REQUIRED REQUIRED REQUIRED REQUIRED REQUIRED CAPACITY SPACING LOCATION PIER FOOTING PIER FOOTING PIER FOOTING CAPACITY AREA CAPACITY AREA CAPACITY AREA 4'-0" CHASSIS 1820 262 2148 310 2424 349 1000 6•_0•• CHASSIS 2730 393 3222 464 3636 524 PSF 8•-0 CHASSIS 3640 525 4296 619 4848 698 4•-0' CHASSIS 1820 175 2148 207 2424 233 1500 6'-0' CHASSIS 2730 262 3222 310 3636 349 PSF 8'-0" CHASSIS 3640 395 4296 413 4848 466 4•-0" CHASSIS 1820 144 2148 155 2424 175 2000 6'-0' CHASSIS 2730 197 3222 232 3636 263 PSF 8•_0•• CHASSIS 3640 263 4296 310 4848 349 TABLE I SUPPORT SCHEDULE - 20 PSF ROOF LOAD - 16" EAVE 10' WIDE 12' WIDE 14' WIDE SOIL REQUIRED REQUIRED REQUIRED REQUIRED REQUIRED REQUIRED BEARING SUPPORT SUPPORT CAPACITY SPACING LOCATION PIER FOOTING PIER FOOTING PIER FOOTING CAPACITY AREA CAPACITY AREA CAPACITY AREA 4'-0" CHASSIS 1980 286 2308 333 2584 372 1000 6•-0•• CHASSIS 2970 428 3462 499 3876 559 PSF 8'-0" CHASSIS 3960 571 4616 665 5168 745 4'-0" CHASSIS 1980 190 2308 222 2584 248 1500 6'-0•• CHASSIS 2970 286 3462 333 3876 372 PSF 8'-0" CHASSIS 3960 381 4616 444 5168 497 4•-0" CHASSIS 1980 144 2308 167 P5$4 186 2000 6'-0•• CHASSIS 2970 214 3462 250 3876 279 PSF 8'-0" CHASSIS 3960 286 4616 333 5168 372 pROFESSIONq� NOTES:Q F IOSEPyFj�,yFF9 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. p 2. UNIT WIDTHS 10' WIDE, 12' WIDE. AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH NO. SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL. USE THE TABULATED C042077 VALUES FOR THE LARGER FLOOR SECTION WIDTH. * (� 3. THE MAXIMUM LENGTH -TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. Exp. 3.31-2000 CIVIL sjgjf OF c t ORN�P 9 TABLE I SUPPORT SCHEDULE - 30 PSF ROOF LOAD - NO EAVE 10' WIDE 12' WIDE 14' WIDE SOIL REQUIRED PIER REQUIRED FOOTING REQUIRED PIER REQUIRED FOOTING REQUIRED PIER REQUIRED FOOTING BEARING CAPACITY SUPPORT SPACING SUPPORT LOCATION CAPACITY AREA CAPACITY AREA CAPACITY AREA CHASSIS 1032 149 1244 180 1420 206 4'-0" PERIMETER 988 143 1148 166 1280 186 CHASSIS 1548 223 1866 269 2130 308 1000 PSF 6' 0" PERIMETER 1482 214 1722 248 1920 278 CHASSIS 2064 298 2488 359 2840 410 8'-0" PERIMETER 1976 285 2296 331 2560 370 CHASSIS 1032 144 1244 144 1420 144 4--0- PERIMETER 988 144 1148 144 1280 144 CHASSIS 1548 149 1866 180 2130 205 1500 PSF 6' 0" PERIMETER 1482 144 1722 166 1920 185 CHASSIS 2064 198 2488 239 2840 273 8' -0 - PERIMETER 1976 190 2296 220 2560 246 CHASSIS 1032 144 1244 144 1420 144 4'-0" PERIMETER 988 144 1148 144 1280 144 CHASSIS 1548 144 1866 144 2130 154 2000 PSF 6'-0" PERIMETER 1482 144 1722 144 1920 144 CHASSIS 2064 149 2488 180 2840 205 8'-0" PERIMETER 1976 144 2296 166 2560 185 NOTES:y 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. �o pPOFESSIONq� Q�St�cPQ�DOSEPFj O 2. UNIT WIDTHS 10' WIDE. 12' WIDE. AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH NO. SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL. USE THE TABULATED VALUES FOR THE LARGER FLOOR SECTION WIDTH. * 407� 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. Exp. 3.31.2000 CIVIL S141 1 OF MW)* ig TABLE I SUPPORT SCHEDULE - 30 PSF ROOF LOAD - 16" EAVE 10' WIDE 12' WIDE 14' WIDE SOIL BEARING CAPACITY SUPPORT SPACING SUPPORT LOCATION REQUIRED PIER REQUIRED FOOTING REQUIRED PIER REQUIRED FOOTING REQUIRED PIER REQUIRED FOOTING CAPACITY AREA CAPACITY AREA CAPACITY AREA CHASSIS 1032 149 1244 180 1420 206 4'-0" PERIMETER 1200 173 1360 196 1496 216 CHASSIS 1548 223 1866 269 2130 308 1000 PSF 6'-0" PERIMETER 1800 260 2040 294 2244 323 CHASSIS 2064 298 2488 359 2840 410 8'-0" PERIMETER 2400 346 2720 392 2992 431 CHASSIS 1032 144 1244 144 1420 144 4'-0.. PERIMETER 1200 144 1360 144 1496 144 CHASSIS 1548 149 1866 180 2130 205 1500 PSF 6'-0- PERIMETER 1800 173 2040 196 2244 216 CHASSIS 2064 198 2488 239 2840 273 8' 0" PERIMETER 2400 231 2720 262 2992 288 CHASSIS 1032 144 1244 144 1420 144 4'-0" PERIMETER 1200 144 1360 144 1496 144 2000 PSF 6' 0- CHASSIS 1548 144 1866 144 2130 154 PERIMETER 1800 144 2040 147 2244 162 CHASSIS 2064 149 2488 180 2840 205 8'-0" PERIMETER 2400 173 2720 196 2992 216 NOTES: 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. Q?,OMSIONq� F Q�� PQM DOSE Py FZ��y�F9 p 2. UNIT WIDTHS 10' WIDE. 12' WIDE. AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH NO. SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL. USE THE TABULATED VALUES FOR THE LARGER FLOOR SECTION WIDTH. 4 * o D Y 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. Exp. 3-31-2000 CIVIL SfyTfOFc ovQI�N\P 20 TABLE I SUPPORT SCHEDULE - 40 PSF ROOF LOAD - 16" MAX. EAVE 10' WIDE 12' WIDE 14' WIDE SOIL REQUIRED PIER REQUIRED FOOTING REQUIRED PIER REQUIRED FOOTING REQUIRED PIER REQUIRED FOOTING BEARING CAPACITY SUPPORT SPACING SUPPORT LOCATION CAPACITY AREA CAPACITY AREA CAPACITY AREA CHASSIS 1032 149 1242 179 1418 204 4'-0' PERIMETER 1450 209 1650 238 1817 262 CHASSIS 1548 223 1863 268 2126 306 1000 PSF 6 -0 PERIMETER 2175 313 2475 356 2725 392 CHASSIS 2064 297 2484 358 2835 408 8'-0" PERIMETER 2899 418 3299 475 3633 523 CHASSIS 1032 144 1242 144 1418 144 4' -0 - PERIMETER 1450 144 1650 158 1817 174 CHASSIS 1548 149 1863 179 2126 204 1500 PSF 6' 0" PERIMETER 2175 209 2475 238 2725 262 CHASSIS 2064 198 2484 238 2835 272 8'-0" PERIMETER 2899 278 3299 317 3633 349 CHASSIS 1032 144 1242 144 1418 144 4'-0" PERIMETER 1450 144 1650 144 1817 144 CHASSIS 1548 144 1863 144 2126 153 2000 PSF 0 6'-" PERIMETER 2175 157 2475 178 2725 196 CHASSIS 2064 149 2484 179 2835 204 8'-0" PERIMETER 2899 209 3299 238 3633 262 NOTES: 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. 1 p9,0 M S I ONA� F SOSE Py F j�LcyFF Q �P �O 9 2. UNIT WIDTHS 10' WIDE. 12' WIDE. AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL. USE THE TABULATED VALUES FOR THE LARGER FLOOR SECTION WIDTH. NO. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. Enp. 3.31.2000 CIVIL sjgTf OF CAUFO�N\F 21 TABLE I SUPPORT SCHEDULE - 60 PSF ROOF LOAD - 16° MAX. EAVE 10' WIDE 12' WIDE 14' WIDE SOIL BEARING SUPPORT SUPPORT REQUIRED REQUIRED REQUIRED REQUIRED REQUIRED REQUIRED CAPACITY SPACING LOCATION PIER FOOTING PIER FOOTING PIER FOOTING CAPACITY AREA CAPACITY AREA CAPACITY AREA CHASSIS 1032 149 1244 180 1420 206 4--0- PERIMETER 2016 291 2300 332 2500 360 CHASSIS 1548 223 1866 269 2130 308 1000 PSF 6' 0" PERIMETER 3024 436 3450 497 3800 548 CHASSIS 2064 298 2488 359 2840 410 8'-0" PERIMETER 4032 581 4600 663 5000 720 CHASSIS 1032 144 1244 144 1420 144 4--0- PERIMETER 2016 194 2300 221 2500 240 CHASSIS 1548 149 1866 180 2130 205 1500 PSF PERIMETER 3024 291 3450 332 3800 366 CHASSIS 2064 198 2488 239 2840 273 8' 0" PERIMETER 4032 388 4600 442 5000 480 CHASSIS 1032 144 1244 144 1420 144 4'-0" PERIMETER 2016 146 2300 166 2500 180 CHASSIS 1548 144 1866 .144 2130 154 2000 PSF 6'-0" PERIMETER 3024 218 3450 249 3800 274 CHASSIS 2064 149 2488 180 2840 205 8'-0" PERIMETER 4032 291 4600 332 5000 360 NOTES:Q� 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. QQO ESSIONq� JOSE Py 0 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH NO. SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED COQ O1 VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. Exp. 3.31-2000 CIVIL SjgTf OF CAU40R�\P 22 TABLE I SUPPORT SCHEDULE - 80 PSF ROOF LOAD - 16" MAX. EAVE 10' WIDE 12' WIDE 14' WIDE SOIL REQUIRED REQUIRED REQUIRED REQUIRED REQUIRED REQUIRED BEARING SUPPORT SUPPORT CAPACITY SPACING LOCATION PIER FOOTING PIER FOOTING PIER FOOTING CAPACITY AREA CAPACITY AREA CAPACITY AREA CHASSIS 1032 149 1244 180 1420 206 4--0- PERIMETER 2500 360 2880 415 3184 460 CHASSIS 1548 223 1866 269 2130 308 1000 PSF 6' 0" PERIMETER 3775 554 4320 622 4776 690 CHASSIS 2064 298 2488 359 2840 410 8'-0' PERIMETER See Note 4 See Note 4 See Note 4 See Note 4 See Note 4 See Note 4 CHASSIS 1032 144 1244 144 1420 144 4'-0.. PERIMETER 2500 240 2880 277 3184 306 CHASSIS 1548 149 1866 180 2130 205 1500 PSF 6' 0" PERIMETER 3775 363 4320 415 4776 460 CHASSIS 2064 198 2488 239 2840 273 8'- 0.. PERIMETER See Note 4 See Note 4 See Note 4 See Note 4 See Note 4 See Note 4 CHASSIS 1032 144 1244 144 1420 144 4'-0" PERIMETER 2500 180 2880 208 3184 230 CHASSIS 1548 144 1866 144 2130 154 2000 PSF 6'-0" PERIMETER 3775 272 4320 311 4776 344 CHASSIS 2064 149 2488 180 2840 205 8'- 0' PERIMETER See Note 4 See Note 4 See Note4 See Note 4 See Note 4 See Note 4 QaOFESSIO,yq� NOTES: DOSE Py F �`�c Q� 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. 2. UNIT WIDTHS 10' WIDE. 12' WIDE. AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH NO. SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL. USE THE TABULATED Or VALUES FOR THE LARGER FLOOR SECTION WIDTH. * ! 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. Exp. 3.31.2000 4. THE MAXIMUM PERIMETER SUPPORT SPACING = 6'-0" O/C. CIVIL srgjf OF CAUIF J \P 23 3 C t 2 TABLE II RIDGE BEAM SUPPORTS - 20 PSF ROOF LOAD EXAMPLE DIAGRAM E WIDE L SPAN FOR SUPPORT "A" SPAN FOR SUPPORT "G" X 288 Q 192 E 144 16'-0" RIDGE BEAM RIDGE BEAM RIDGE BEAM � SUPPORT "A" SUPPORT "B" SUPPORT "G" in 180 25'-6" 576 25'-6" 384 X Q BEARING WALL E SPAN FOR SUPPORT "B" 32'-0" 480 32'-0" 360 o RIDGE BEAM SUPPORT PIERS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER THAN 3"-0". • TO FIGURE THE SPAN THAT A PARTICULAR SUPPORT PIER MUST CARRY, TAKE THE SUM OF THE DISTANCES TO ADJACENT SUPPORTS (SEE EXAMPLE DIAGRAM ABOVE) • RIDGE BEAM SUPPORT PIER LOCATIONS VARY WITH EACH INDIVIDUAL FLOOR PLAN. REFER TO "CARPET LAYOUT AND RIDGE BEAM FIELD SUPPORT PIER" DRAWING FOR LOCATION AND CAPACITY REQUIREMENTS. SUPPORTI SOIL CAPACITY BEARING (POUNDS) CAPACITY IPSF) 2000 2500 4000 5000 6000 [:I1I1I.1 TABLE II RIDGE BEAM SUPPORTS - 20 PSF ROOF LOAD 10' WIDE MAXIMUM SPAN (FEET) REQUIRED FOOTING AREA 13'-0" 288 13'-0" 192 13' 0" 144 16'-0" 360 16'-0" 240 16'-0" 180 25'-6" 576 25'-6" 384 25'-6" 288 32'-0" 720 32'-0" 480 32'-0" 360 38'-6" 864 38'-6" 576 38'-6" 432 12' WIDE MAXIMUM SPAN (FEET) REQUIRED FOOTING AREA 10'-6" 288 10'-6" 192 10'-6" 144 13'-0" 360 13'-0" 240 13'-0" 180 21'-6" 576 21'-6" 384 21'-6" 288 26'-6" 720 ' 26'-6" 480 26'-6" 360 32'-0" 864 32'-0" 576 32'-0" 432 43'-0" 1152 43'-0" 768 43'-0" 576 NOTES: 1. PIER SUPPORTS ARE NOT REQUIRED UNDER BEARING WALLS AT THE MATING LINE FOR 20 PSF ROOF LOADS. 2. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. 3. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL. USE THE TABULATED VALUES FOR THE LARGER FLOOR SECTION WIDTH. 4. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. 24 14' WIDE MAXIMUM SPAN (FEET) REQUIRED FOOTING AREA 9'-6" 288 9'-6" 192 9'-6" 144 12'-0" 360 12'-0" 240 12'-0" 180 19'-0" 576 19..0.. 384 19'-0" 288 24'-0" 720 24'-0" 480 24'-0" 360 28'-6" 864 28'-6" 576 28'-6" 432 37'-6" 1152 37'-6" 768 37'-6" 576 �� pROFESSIONq� SOS E Ply O NO. 07 C04 Exp. 3.31-2000 CIVIL srgTf OF CAUFORN\P 1 0 3 C TABLE II RIDGE BEAM SUPPORTS - 30 PSF ROOF LOAD EXAMPLE DIAGRAM E X Q SPAN FOR SUPPORT "A" SPAN FOR SUPPORT "C" MAXIMUM SPAN (FEET) REQUIRED FOOTING AREA F 288 9'-6" 192 BEARING RIDGE BEAM RIDGE BEAM 12'-0" WALL SUPPORT "A" SUPPORT "C" in 12'-0" 180 19'-6" E 19'.6" 384 X Q BEARING WALLATING RIDGE BEAM F SUPPORT PER LINE SUPPORT 24'-0" TABLE III. 29'-0" �D 29'-0" SPAN FOR SUPPORT "B" M 432 39'-0" o RIDGE BEAM SUPPORT PIERS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER THAN 3"-0". o TO FIGURE THE SPAN THAT A PARTICULAR SUPPORT PIER MUST CARRY, TAKE THE SUM OF THE DISTANCES TO ADJACENT SUPPORTS (SEE EXAMPLE DIAGRAM ABOVE) o RIDGE BEAM SUPPORT PIER LOCATIONS VARY WITH EACH INDIVIDUAL FLOOR PLAN. REFER TO "CARPET LAYOUT AND RIDGE BEAM FIELD SUPPORT PIER" DRAWING FOR LOCATION AND CAPACITY REQUIREMENTS. SUPPORTI SOIL CAPACITY BEARING (POUNDS) CAPACITY )PSF) 2000 2500 4000 5000 6000 8000 TABLE II RIDGE BEAM SUPPORTS • - 30 PSF ROOF LOAD I 10' WIDE MAXIMUM SPAN (FEET) REQUIRED FOOTING AREA 9'-6" 288 9'-6" 192 9'-6" 144 12'-0" 360 12'-0" 240 12'-0" 180 19'-6" 576 19'.6" 384 19'-6" 288 24'-0" 720 24'-0" 480 24'-0" 360 29'-0" 864 29'-0" 576 29'-0" 432 39'-0" 1152 39'-0" 768 39'-0" 576 12' WIDE MAXIMUM SPAN (FEET) REQUIRED FOOTING AREA 8'-0" 288 8'-0" 192 8'-0" 144 i0'-0" 360 10'-0" 240 10'-0" 180 16'-0" 576 16'-0" 384 16'-0" 288 20'-0" 720 20'-0" 480 20'-0" 360 24'-0" 864 24'-0" 576 24'-0" 432 32'-0" 1152 32'-0" 768 32'-0" 576 NOTES: 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. 2. UNIT WIDTHS 10' WIDE. 12' WIDE. AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL. USE THE TABULATED VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. 25 14' WIDE MAXIMUM SPAN (FEET) REQUIRED FOOTING AREA 7'-0" 288 7'-0" 192 7'-0" 144 9'-0" 360 9'-0" 240 9'-0" 180 14'-0" 576 14'-0" 384 14'-0" 288 17'-6" 720 17'-6" 480 17'-6" 360 21'-6" 864 21'-6" 576 21'-6" 432 - 28'-6" 1152 28'-6" 768 28'-6" 576 Q�� ptAOFESSI0Ng7 F Qom` PQM DOSE P y F���yFF9 O N0. C042 77 t Exp. 3.31-2000 Sj CIm� �f OF CAUF 1 C C In TABLE II RIDGE BEAM SUPPORTS - 40 PSF ROOF LOAD EXAMPLE DIAGRAM E X Q SPAN FOR SUPPORT "A" SPAN FOR SUPPORT "C" TABLE II RIDGE BEAM SUPPORTS - 40 PSF ROOF LOAD F SUPPORT CAPACITY (POUNDS) SOIL BEARING CAPACITY (PSF) 10' MAXIMUM SPAN (FEET) BEARING Fr RIDGE BEAM RIDGE BEAM WIDE REQUIRED FOOTING AREA WALL SUPPORT "A" SUPPORT "C" M 5'-6" TMATING X 288 BEWALL RIDGE BEAM E SUPPORT PER LINE SUPPORT "B" 192 TABLE III. 192 5'-6" 192 SPAN FOR SUPPORT "B" .n o RIDGE BEAM SUPPORT PIERS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER THAN 3"-0". a TO FIGURE THE SPAN THAT A PARTICULAR SUPPORT PIER MUST CARRY, TAKE THE SUM OF THE DISTANCES TO ADJACENT SUPPORTS (SEE EXAMPLE DIAGRAM ABOVE) o RIDGE BEAM SUPPORT PIER LOCATIONS VARY WITH EACH INDIVIDUAL FLOOR PLAN. REFER TO "CARPET LAYOUT AND RIDGE BEAM FIELD SUPPORT PIER" DRAWING FOR LOCATION AND CAPACITY REQUIREMENTS. TABLE II RIDGE BEAM SUPPORTS - 40 PSF ROOF LOAD SUPPORT CAPACITY (POUNDS) SOIL BEARING CAPACITY (PSF) 10' MAXIMUM SPAN (FEET) WIDE REQUIRED .FOOTING AREA 12' MAXIMUM SPAN (FEET) WIDE REQUIRED FOOTING AREA 14' WIDE MAXIMUM REQUIRED SPAN FOOTING (FEET) AREA 1000 5'-6" 288 5'-6" 288 5'-6" 288 2000 1500 5'-6" 192 5'-6" 192 5'-6" 192 1000 11'-0" 576 11'-0" 576 11'-0" 576 4000 1500 11'-0" 384 t1'-0" 384 1t'-0" 384 1000 17'-0" 864 17'-0" 864 17'-0" 864 6000 1500 17'-0" 576 17'-0" 576 17'-0" 576 1000 23'-0" 1152 23'-0" 1152 23'-0" 1152 8000 1500 23'-0" 768 23'-0" 768 23'-0" 768 I_10000 1000 28'-6" 1440 28'-6" 1440 28'-6" 1440 1500 28'-6" 960 28'-6" 960 28'-6" 960 pQHSSIONq� NOTES:Q���`�,PQ� DOSE Py 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. p 2. UNIT WIDTHS 10' WIDE, 12' WIDE. AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH NO. SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL. USE THE TABULATED * C0420� VALUES FOR THE LARGER FLOOR SECTION WIDTH. __C4�,�n�", 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. Exp. 3-31-2000 CIVIL STgjFOF cwUF N\P 0. t Z C 2 TABLE II RIDGE BEAM SUPPORTS - 60 PSF ROOF LOAD EXAMPLE DIAGRAM >_ X Q SPAN FOR SUPPORT "A" SPAN FOR SUPPORT "C" REQUIRED FOOTING AREA 5'-4" E 5' 4" 192 5'-4" BEARING RIDGE BEAM RIDGE BEAM 576 WALL SUPPORT "A" SUPPORT "G" .n 288 16'-0" L 16'-0" 576 X BEARING WALL `MATING RIDGE BEAM "B" E L SUPPORT PERL LINE SUPPORT 21'-4" TABLE III. 26' 8" �0 26'-8" SPAN FOR SUPPORT "B" R1 720 32'-0" o RIDGE BEAM SUPPORT PIERS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER THAN 3"-0". • TO FIGURE THE SPAN THAT A PARTICULAR SUPPORT PIER MUST CARRY, TAKE THE SUM OF THE DISTANCES TO ADJACENT SUPPORTS (SEE EXAMPLE DIAGRAM ABOVE) o RIDGE BEAM SUPPORT PIER LOCATIONS VARY WITH EACH INDIVIDUAL FLOOR PLAN. REFER TO "CARPET LAYOUT AND RIDGE BEAM FIELD SUPPORT PIER" DRAWING FOR LOCATION AND CAPACITY REQUIREMENTS. SUPPORT I SOIL CAPACITY BEARING (POUNDS) CAPACITY (PSF) 4000 6000 8000 ero 12000 TABLE II RIDGE BEAM SUPPORTS - 60 PSF ROOF LOAD I 10' WIDE MAXIMUM SPAN (FEET) REQUIRED FOOTING AREA 5'-4" 288 5' 4" 192 5'-4" 144 10'-8" 576 10'-8" 384 10'-8" 288 16'-0" 864 16'-0" 576 16'-0" 432 21'-4" 1152 21--4- 768 21'-4" 576 26' 8" 1440 26'-8" 960 26'-8" 720 32'-0" 1728 32'-0" 1152 32'-0" 864 12' WIDE MAXIMUM SPAN (FEET) REQUIRED FOOTING AREA 4'-6" 288 4'-6" 192 4--6- 144 9'-0" 576 91-0- 384 9'-0" 288 13'-6" 864 13'-6" 576 13'-6" 432 18'-0" 1152 18'-0" 768 18'-0" 576 22'-6" 1440 22'-6" 960 22'-6" 720 27'-0" 1728 27'-0" 1152 27'-0" 864 NOTES: 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. 27 14' WIDE MAXIMUM SPAN (FEET) REQUIRED FOOTING AREA 4'-0" 288 4'-0" 192 4'-0" 144 8'-0" 576 8'-0" 384 8'-0" 288 12--0- 864 12'-0" 576 12'-0" 432 16'-0" 1152 16'-0" 768 16'-0" 576 20'-0" 1440 20'-0" 960 20'-0" 720 24'-0" 1728 24'-0" 1152 24'-0" 864 � pFOFESSIONq� SOS E P y F F�C�ti X10 NO. C042077 Exp...3 1.2000 sTgT CIVIL P �f OF GAAP% TABLE II RIDGE BEAM SUPPORTS - 80 PSF ROOF LOAD EXAMPLE DIAGRAM t X Q SPAN FOR SUPPORT "A" SPAN FOR SUPPORT "C" REQUIRED FOOTING AREA 8'-5" E 8'-5" 384 8' 5" BEARING RIDGE BEAM RIDGE BEAM 864 WALL SUPPORT "A" SUPPORT "C" .n 432 17'-0" 1152 17'-0" 768 17'-0" F 21'-0" 1440 X BEARING WALLATING RIDGE BEAM E SUPPORT PER LINE SUPPORT "B" 25'-4" TABLE III. 25' 4" 864 864 SPAN FOR SUPPORT "B" in RIDGE BEAM SUPPORT PIERS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER THAN 3"-0". TO FIGURE THE SPAN THAT A PARTICULAR SUPPORT PIER MUST CARRY, TAKE THE SUM OF THE DISTANCES TO ADJACENT SUPPORTS (SEE EXAMPLE DIAGRAM ABOVE) RIDGE BEAM SUPPORT PIER LOCATIONS VARY WITH EACH INDIVIDUAL FLOOR PLAN. REFER TO "CARPET LAYOUT AND RIDGE BEAM FIELD SUPPORT PIER" DRAWING FOR LOCATION AND CAPACITY REQUIREMENTS. SUPPORTI SOIL CAPACITY BEARING (POUNDS) CAPACITY (PSF) 4000 6000 8000 12000 TABLE II RIDGE BEAM SUPPORTS - 80 PSF ROOF LOAD 10' WIDE MAXIMUM SPAN (FEET) REQUIRED FOOTING AREA 8'-5" 576 8'-5" 384 8' 5" 288 12'-8" 864 12'-8" 576 12'-8" 432 17'-0" 1152 17'-0" 768 17'-0" 576 21'-0" 1440 21'-0" 960 21'-0" 720 25--4- 1728 25'-4" 1152 25' 4" 864 12' WIDE MAXIMUM SPAN (FEET) REQUIRED FOOTING AREA 7'-0" 576 7'-0" 384 7'-0" 288 9' 4" 864 9--4-- 576 10'-8" 432 14'-0'" 1152 14' 0" 768 14'-0" 576 17'-9" 1440 17'-9" 960 17'-9" 720 21'-4" 1728 21'.4" 1152 21'-4" 864 NOTES: 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. 28 14' WIDE MAXIMUM SPAN (FEET) REQUIRED FOOTING AREA 6'-3" 576 6'-3"' 384 6'-3" 288 9' 4" 864 9--4-- 576 9' 4" 432 12'-6" 1152 12'-6" 768 12'-6" 576 15'-6" 1440 15'-6" 960 15'-6" 720 18'-6" 1728 18'-6" 1152 18'-6" 864 0 pROFESSIpNq O S E Ply' Q �P 10 9 N0. C04207 EExp.. 3- 1.2000 CIVIL Sfq'[OF CAUFO��\P TABLE III - SUPPORTS AT MATING LINE BEARING WALL - 30 PSF ROOF LOAD t EXAMPLE DIAGRAM r= SUPPORT SPACING (FEET) E JL Q L MATING 192 LINE �D 6'-0" .n 6'-0" 240 6'-0" L 9'-6" X CLEAR SPAN CLEAR Q SPAN i MATING LINE BEARING WALLS 720 12'-0" Al 12'-0" LEGEND: ® MATING LINE BEARING WALL SUPPORTS PER TABLE III BELOW. m _ RIDGE BEAM SUPPORTS PER TABLE II. "L.": SUPPORT SPACING PER TABLE III BELOW. . MATING LINE SUPPORT LOCATIONS VARY WITH EACH INDIVIDUAL FLOOR PLAN. REFER TO "CARPET LAYOUT AND RIDGE BEAM FIELD SUPPORT PIERS" DRAWING FOR LOCATION AND CAPACITY REQUIREMENTS. 1 TABLE II RIDGE BEAM SUPPORTS — 30 PSF ROOF LOAD I SUPPORTI SOIL CAPACITY BEARING (POUNDS) CAPACITY IPSFI 2500 4000 5000 10' WIDE SUPPORT SPACING (FEET) REQUIRED FOOTING AREA 4'-6" 288 4'-6" 192 4'-6" 144 6'-0" 360 6'-0" 240 6'-0" 180 9'-6" 576 9'-6" 384 9'-6" 288 12'-0" 720 12'-0" 480 12'-0" 360 14'-0" 864 14'-0" 576 14--0" 432 12' WIDE SUPPORT SPACING (FEET) REQUIRED FOOTING AREA 4'-0" 288 a'-0" 192 4'-0" 144 5'-0" 360 5'-0" 240 5'-0" 180 8'-0" 576 8'-0" 384 8'-0" 288 10'-0" 720 10'-0" 480 10'-0" 360 12'-0" 864 12'-0" 576 12'-0" 432 NOTES: 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. 2. UNIT WIDTHS 10' WIDE, 12' WIDE. AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. 29 14' WIDE SUPPORT SPACING (FEET) REQUIRED FOOTING AREA 3'-6" 288 3'-6" 192 3' 6" 144 4'-6" 360 4'-6" 240 4'-6" 180 7'-0" 576 7'-0" 384 7'-0" 288 9'-0" 720 9'-0" 480 9'-0" 360 10'-6" 864 10'-6" 576 10'-6" 432 �o Q*p ESSIONq� F OSE Ply IF Q� �P 0 F9 /NO. Exp. 3.31.2000 / Sj CIVIL �P \F OF cwII // TABLE III - SUPPORTS AT MATING LINE BEARING WALL - 40 PSF ROOF LOADS 3 0 t z C C EXAMPLE DIAGRAM F SUPPORT CAPACITY (POUNDS) SOIL BEARING CAPACITY (PSF) 10'. 12', SUPPORT SPACING (FEET) 14' WIDE REQUIRED FOOTING AREA 4000 Q F MATING 504 LINE 5'-0" 336 .n 1000 7'-0" 706 5000 =MATIW_% 7'-0" EAR SPANCLEAR Q SPAN 1000 NE BEARING WALLS 806 6000 M 8'-0" LEGEND: ®- MATING LINE BEARING WALL SUPPORTS PER TABLE III BELOW. X = RIDGE BEAM SUPPORTS PER TABLE II. "L.": SUPPORT SPACING PER TABLE III BELOW. o MATING LINE SUPPORT LOCATIONS VARY WITH EACH INDIVIDUAL FLOOR PLAN. REFER TO "CARPET LAYOUT AND RIDGE BEAM FIELD SUPPORT PIERS" DRAWING FOR LOCATION AND CAPACITY REQUIREMENTS. TABLE III MATING LINE WALL SUPPORTS - 40 PSF ROOF SUPPORT CAPACITY (POUNDS) SOIL BEARING CAPACITY (PSF) 10'. 12', SUPPORT SPACING (FEET) 14' WIDE REQUIRED FOOTING AREA 4000 1000 5'-0" 504 1500 5'-0" 336 1000 7'-0" 706 5000 1500 7'-0" 470 1000 8'-0" 806 6000 1500 8'-0" 540 1000 9'-6" 960 7000 1500 9%6" 640 Li NOTES: 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. 2. UNIT WIDTHS 10' WIDE. 12' WIDE. AND 14' WIDE REPRESENT WIDTH OF UNIT -AT EACH SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. 30 �o pROFESS10Ng7 SO S E Ply O NO. 0042077 Exp. 3.31.2000 CIVIL sjgTf OF CALIFORN\P TABLE III - SUPPORTS AT MATING LINE BEARING WALL - 60 & 80 PSF ROOF LOADS I "L EXAMPLE DIAGRAM MATING LINE CLEAR SPAN CLEAR SPAN TMATING LINE BEARING WALLS LEGEND: ®- MATING LINE BEARING WALL SUPPORTS PER TABLE III BELOW. m = RIDGE BEAM SUPPORTS PER TABLE II. "L" = SUPPORT SPACING PER TABLE III BELOW. MATING LINE SUPPORT LOCATIONS VARY WITH EACH INDIVIDUAL FLOOR PLAN. REFER TO "CARPET LAYOUT AND RIDGE BEAM FIELD SUPPORT PIERS" DRAWING FOR LOCATION AND CAPACITY REQUIREMENTS. SUPPORT SOIL CAPACITY BEARING (POUNDS) CAPACITY (FEET) (PSF) 5'-4" 1000 4000 1500 5' 4" 2000 SUPPORT SOIL CAPACITY BEARING (POUNDS) CAPACITY (FEET) (PSF) 5'-4" 1000 4000 1500 5' 4" 2000 TABLE III RIDGE BEAM SUPPORTS - 60 PSF ROOF LOAD I 10' WIDE SUPPORT REQUIRED SPACING FOOTING (FEET) AREA 5'-4" 576 5'-4" 384 5' 4" 1 288 12' WIDE SUPPORT REQUIRED SPACING FOOTING (FEET) AREA 4'-6" 576 4'-6" 384 4'-6" 288 TABLE III RIDGE BEAM SUPPORTS - 80 PSF ROOF LOAD 10' WIDE SUPPORT REQUIRED SPACING FOOTING (FEET) AREA 4'-3" 576 4'-3" 384 4'-3" 288 12' WIDE SUPPORT REQUIRED SPACING FOOTING (FEET) AREA 3'-6" 576 3'-6" 384 3'-6" 288 NOTES: 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. 2. UNIT WIDTHS 10' WIDE. 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL. USE THE TABULATED VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. 31 14' WIDE SUPPORT REQUIRED SPACING FOOTING (FEET) AREA 4'-0" 576 4'-0" 384 4'-0" 288 14' WIDE SUPPORT REQUIRED S FOREAG FEEPACITG 3'-0" 576 3'-0" 384 3'-0" 288 QQp ESSIONq� F SOSEPyFj��yFF9 O NO. ,ft 4 2 0 >k Exp. 3.31.2000 CIVIL S OF CAUFOj PROVIDE CHASSIS, PERIMETER, MATING LINE AND RIDGE BEAM COLUMN PIER SUPPORTS PER STANDARD MODEL U P P O R T P L A N - Tl ■ MATING LINE T — CHASSIS MAIN (TYPICAL) Qww v O LL _ 12'-0" MAXIMUM O U T S E T F L O O R INSTALL PIER AT EACH FACTORY INSTALLED OUT- RIGGER 4 WHEN OUTRIGGER 15 GREATER THAN 24" FROM END OF OUTSET, INSTALL PER AT END OF OUTSET. SIDEWALL PROVIDE CHASSIS, ' PERIMETER, MATING LINE AND RIDGE BEAM COLUMN PIER I SIDEWALL SUPPORTS PER STANDARD MODEL S U P P O R T P L A N - R E C E S S E D S PERIMETER � PORCH P05T];: RECE55EC FLOOR JOISTS I ABOvE SIDEWALL (ABOVE) (2) Ibd TOE -NAIL I \ l2) 16d NAILS l2/ 2x6 • 2 DF OR TOE -NAILED BETTER NAILED (WHERE TOGETHER WITH ACCESSIBLE,' ibd NAILS AT 4" O/C (NO SPLITS ALLOWED)\\\ / \ S" MAX.— PIER AX. PIER UNDER EACH PORCH POST ABOVE APPROVED FOOTING STD. CHASSIS PIER SUPPORT (BEYOND) SUPPORT CAPACITY FOR THIS CONDITION 3000 POUNDS MAXIMUM 12 S U P P INSTALL PIERS UNDER MIDDLE POST AT PORCH - ABOVE. (MORE THAN ONE POST MAY OCCUR. DEPENDING UPON THE FLOORPLAN) CAPACITIES PER TABLE AT RIGHT. INSTALL PIERS UNDER EACH 8' MAX 8' MAX PORCH END -POST ABOvE. CAPACITY PER TABLE AT RIGHT DEWALL - PORCH B STANDARD SIDEWALL ��>� OUTSET (BEYOND) Icy I j� SIDEWALL TYPICAL FLOOR II LEGEND: . :CHASSIS PIER SUPPORT PER "TABLE I SUPPORT SCHEDULE". I1 _ PERIMETER PIER SUPPORTS PER "TABLE I SUPPORT &£� SCHEDULE". INOT REQUIRED FOR 20 PSF ROOFS) ®_ MATING LINE BEARING WALL PIER SUPPORTS PER "TABLE III - SUPPORTS AT MATING LINE" SCHEDULE. RIDGE BEAM COLUMN PIER SUPPORTS PER NOTE 3 BELOW REFERENCE "TABLE II RIDGE BEAM SUPPORTS" SCHEDULE. ❑S TYPICAL OUTSET FLOOR OR RECESSED SIDEWALL PORCH _ SUPPORT PIER LOCATED AS NOTED WITH THE FOLLOWING MINIMUM PIER CAPACITIES: PER CAPACITY REQUIREMENTS FOR OUTSET FLOOR AND PORCH COLUMNS ROOF LIVE LOAD / PIER CAPACITY PIER LOCATION 20 PSF 1 30 PSF 1 40 PSF 1 60 PSF 1 80 PSF OUTSET FLOORS 2500 lbs. 2500 lbs. •-- --- --- SIDEWALL PORCH 2000 4000 4000 6000 6000 END - POSTS POUNDS POUNDS POUNDS POUNDS POUNDS SIDEWALL PORCH 2000 LB. 4000 LB. 4000 6000 6000 MIDDLE - POSTS POUNDS POUNDS POUNDS POUNDS POUNDS NOTES: 1. TO DETERMINE MINIMUM PAD SIZE FOR PIER CAPACITIES LISTED ABOVE, USE THE "REQUIRED FOOTING AREA" COLUMN OF "TABLE It - RIDGE BEAM SUPPORTS" SCHEDULE. MAKING SURE TO USE THE SOIL BEARING CAPACITY THAT MATCHES YOUR SITE CONDITION. THE CAPACITY LISTED ABOVE, AND THE CORRESPONDING PAD SIZE LISTED. 2. RIDGE BEAM COLUMN PIER SUPPORTS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER THAN 3"-0". 3. RIDGE BEAM COLUMN PIER SUPPORT LOCATIONS VARY WITH EACH INDIVIDUAL FLOOR PLAN. REFER TO THE ENCLOSED "CARPET LAYOUT AND RIDGE BEAM FIELD SUPPORT PIER" DRAWING FOR LOCATION AND CAPACITY REQUIREMENTS. :"nvvo�vczv.:oa",�cavacoe.�:pio:.m='a'anvs,'.v�,�sn" pROEE$S/ONq RECE55ED 51DELUALL- �-O—CHASSIS MAIN BEAMS PROVIDE CHASSIS, ' PERIMETER, MATING LINE AND RIDGE BEAM COLUMN PIER I SIDEWALL SUPPORTS PER STANDARD MODEL S U P P O R T P L A N - R E C E S S E D S PERIMETER � PORCH P05T];: RECE55EC FLOOR JOISTS I ABOvE SIDEWALL (ABOVE) (2) Ibd TOE -NAIL I \ l2) 16d NAILS l2/ 2x6 • 2 DF OR TOE -NAILED BETTER NAILED (WHERE TOGETHER WITH ACCESSIBLE,' ibd NAILS AT 4" O/C (NO SPLITS ALLOWED)\\\ / \ S" MAX.— PIER AX. PIER UNDER EACH PORCH POST ABOVE APPROVED FOOTING STD. CHASSIS PIER SUPPORT (BEYOND) SUPPORT CAPACITY FOR THIS CONDITION 3000 POUNDS MAXIMUM 12 S U P P INSTALL PIERS UNDER MIDDLE POST AT PORCH - ABOVE. (MORE THAN ONE POST MAY OCCUR. DEPENDING UPON THE FLOORPLAN) CAPACITIES PER TABLE AT RIGHT. INSTALL PIERS UNDER EACH 8' MAX 8' MAX PORCH END -POST ABOvE. CAPACITY PER TABLE AT RIGHT DEWALL - PORCH B STANDARD SIDEWALL ��>� OUTSET (BEYOND) Icy I j� SIDEWALL TYPICAL FLOOR II LEGEND: . :CHASSIS PIER SUPPORT PER "TABLE I SUPPORT SCHEDULE". I1 _ PERIMETER PIER SUPPORTS PER "TABLE I SUPPORT &£� SCHEDULE". INOT REQUIRED FOR 20 PSF ROOFS) ®_ MATING LINE BEARING WALL PIER SUPPORTS PER "TABLE III - SUPPORTS AT MATING LINE" SCHEDULE. RIDGE BEAM COLUMN PIER SUPPORTS PER NOTE 3 BELOW REFERENCE "TABLE II RIDGE BEAM SUPPORTS" SCHEDULE. ❑S TYPICAL OUTSET FLOOR OR RECESSED SIDEWALL PORCH _ SUPPORT PIER LOCATED AS NOTED WITH THE FOLLOWING MINIMUM PIER CAPACITIES: PER CAPACITY REQUIREMENTS FOR OUTSET FLOOR AND PORCH COLUMNS ROOF LIVE LOAD / PIER CAPACITY PIER LOCATION 20 PSF 1 30 PSF 1 40 PSF 1 60 PSF 1 80 PSF OUTSET FLOORS 2500 lbs. 2500 lbs. •-- --- --- SIDEWALL PORCH 2000 4000 4000 6000 6000 END - POSTS POUNDS POUNDS POUNDS POUNDS POUNDS SIDEWALL PORCH 2000 LB. 4000 LB. 4000 6000 6000 MIDDLE - POSTS POUNDS POUNDS POUNDS POUNDS POUNDS NOTES: 1. TO DETERMINE MINIMUM PAD SIZE FOR PIER CAPACITIES LISTED ABOVE, USE THE "REQUIRED FOOTING AREA" COLUMN OF "TABLE It - RIDGE BEAM SUPPORTS" SCHEDULE. MAKING SURE TO USE THE SOIL BEARING CAPACITY THAT MATCHES YOUR SITE CONDITION. THE CAPACITY LISTED ABOVE, AND THE CORRESPONDING PAD SIZE LISTED. 2. RIDGE BEAM COLUMN PIER SUPPORTS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER THAN 3"-0". 3. RIDGE BEAM COLUMN PIER SUPPORT LOCATIONS VARY WITH EACH INDIVIDUAL FLOOR PLAN. REFER TO THE ENCLOSED "CARPET LAYOUT AND RIDGE BEAM FIELD SUPPORT PIER" DRAWING FOR LOCATION AND CAPACITY REQUIREMENTS. FACTORY pROEE$S/ONq INSTALLED ��Q�� j0$EP /4`Y H OUTRIGGERS F jXLFF9 - QS PQM � O NO. INSTALL PIER AT Cpg2p77 EACH FACTORY INSTALLED OUT- �] �r\\ STD. CHASSIS 14 MAX. U RIGGER 4 WHEN OUTRIGGER IS Exp. J 31.2000 /I \� PIER SUPPORT // GREATER THAN CMI \\ (BEYOND) // \1 24" FROM END OFq/f si NSF OF CAl1E�� // \\ OUTSET, INSTALL DRAWING SUPPORT PLANS ROOF LOADS Sdp PIER AT EA. END - -'- - - - -�•� FLOOR 20 30 PSF PSF 40 PSF OF OUTSET OUTSET FLOOR AND RECESSED SIDEWALL 60 PSF 80 PSF DRAWN By D. HOLT DALE 2-3-95 S-5 Howm 12 S U P P O R T D E T A I L D REVISED BY D. HOLT DAZE 3-28-96 19101 855.2400 PROVIDE CHASSIS, 8'-0" MAX PROVIDE CHASSIS, I0'-0" MAX. LEGEND: PERIMETER, AND END PORCH PERIMETER, AND END PORCH MATING LINE PIER (FULL WIDTH) MATING LINE PIER (FULL WIDTH) ■ = CHASSIS PIER SUPPORT PER "TABLE I SUPPORT SCHEDULE". SUPPORTS PER SUPPORTS PER STANDARD MODEL STANDARD MODEL _PERIMETER PIER SUPPORTS PER "TABLE I SUPPORT SCHEDULE". INOT REQUIRED FOR 20 PSF ROOFS) MATING LINE BEARING WALL PIER SUPPORTS � PER "TABLE III - SUPPORTS AT MATING LINE" SCHEDULE. Z i = i ENDWALL Q p Q ENDWALL 3 3 L m _ RIDGE BEAM COLUMN PIER SUPPORTS PER NOTE 3 BELOW F MATING MATING REFERENCE •'TABLE II RIDGE BEAM SUPPORTS- SCHEDULE. ~ ` LINE 0 PORCH/DECK ~ LINE 2 PORCH/DECK 2 M TYPICAL OUTSET FLOOR OR RECESSED SIDEWALL PORCH a PROVIDE PROVIDE SUPPORT PIER LOCATED AS NOTED WITH THE FOLLOWING RIDGE BEAM RIDGE BEAM MINIMUM PIER CAPACITIES: COLUMN PIER NPIER T COLUMN _ SUPPORTS I L X PER "CARPET 0 X PER "CARPET 3 Q CHASSIS MAIN LAYOUT AND 3 L CHASSIS MAIN LAYOUT AND PIER REQUIREMENTS FOR END PORCHES, CORNER PORCH AND FIREPLACES BEAMS (TYP.) RIDGE BEAM F : BEAMS (TTP.) RIDGE BEAM FIELD SUP- Z .9 FIELD SUP- ROOF LIVE LOAD / PIER CAPACITY PORT PIER" PORT PIER" _ Q DRAWING DRAWING ❑� 20 PSF 30 PSF 40 PSF 60 PSF 80 PSF END PORCHES 2000 Ibs. 2500 lbs. 4000 lbs. 4000 lbs. 6000 lbs. RECESSED CORNER PORCH 2000 lbs. 2500 lbs. 4000 lbs. 4000 lbs. 6000 lbs. 5IDEWALL 4'-0" ENTRY 51DEWALL X. FIREPLACE 2000 lbs. 2500 lbs. 4000 lbs. 4000 lbs. 6000 lbs. PROVIDE SPECIAL PIERS AND PADS PROVIDE SPECIAL PIERS AND PADS AT (4) LOCATIONS OF PORCH AS SHOWN- AT ALL (4) CORNERS OF PORCH NOTES: FOR MINIMUM CAPACITIES SEE TABLE FOR MINIMUM CAPACITIES SEE TABLE AT RIGHT OF THIS SHEET. AT RIGHT OF THI5 SHEET. 1. TO DETERMINE MINIMUM PAD SIZE FOR PIER CAPACITIES LISTED ABOVE. USE THE **REQUIRED FOOTING AREA" COLUMN OF 64 64 "TABLE II - RIDGE BEAM SUPPORTS" SCHEDULE. MAKING SURE TO USE THE SOIL BEARING CAPACITY THAT MATCHES YOUR SITE CONDITION. THE CAPACITY LISTED ABOVE. AND THE CORRESPONDING PAD SIZE LISTED. SUPPORT PLAN — END PORCH W/ RECESSED ENTRY A SUPPORT PLAN — END PORCH / DECK JB PROVIDE CHASSIS, NOTE: PROVIDE CHASSIS, MATING 10'-0" MAX. PERIMETER, AND MATING FIREPLACE MAY PERIMETER, AND LINE MATING LINE PIER LINE OCCUR AT ANY MATING LINE PIER 2. RIDGE BEAM COLUMN PIER SUPPORTS ARE REQUIRED AT EACH SUPPORTS PER ENDWALL SUPPORTS PER END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT STANDARD MODEL STD. MODEL ARE GREATER THAN 3--0". ENDWALL 3. RIDGE BEAM COLUMN PIER SUPPORT LOCATIONS VARY WITH EACH INDIVIDUAL FLOOR PLAN. REFER TO THE ENCLOSED ENDWALL "CARPET LAYOUT AND RIDGE BEAM FIELD SUPPORT PIER" PROVIDE DRAWING FOR LOCATION AND CAPACITY REQUIREMENTS. ZQ RIDGE BEAM ppOFE$Slp NA! X22" TTP. r z � COLUMN PIER U 0- SUPPORTS CHASSIS MAIN PER "CARPET �p tQ )OSE Py F9C� Q Q R PORCH/ AND Fjjy`�y X CE BEAMS (TYP.) LAYOUT DECK O E I Q CHASSIS MAIN FIREPLACE > E wQ I 0 RIDGE BEAM ENDWALL Q FIELD SUP- F N0. BEAMS (TYP.) EXTENSION I v iA 10 > = PORT PIER" DRAWING"'/��( COQz077/ N 3 E • • EAp. 3-31-2000 — CMI s/q7f COJ \P SIDEWALL 5IDEWALL pF CAUR SPECIAL PIER AND PROVIDE PADS oanwiNc SUPPORT PLANS ROO20F LOADS PSF 30 PSF 40 PSF GENOTEIDE R OF FIREPLACE END JOIST AST 2 PORCH LOIERS GATIONSD SHOWN- PORCHES AND SHOWN - FOR MINIMUM CAPACITIES SEE FOR MINIMUM CAPACITIES SEE TABLE FIREPLACES 60 PSF 80 PSF qw� TABLE UPPER RIGHT OF THIS SHEET. AT RIGHT OF THI5 SHEET. 111 DRAWN BY D. HOLT DATE 2-b-9S SUPPORT PLAN — ENDWALL FIREPLACE C SUPPORT PLAN — CORNER PORCH / DECK D REVISED BY D, HOLT DATE 3-28-96 S_6 1910) 855.2400 13'-6' x 20'-0' PORCH SUPPORT TABLE LEGEND: 20 PSF 30 PSF PIER FOOTING PIER FOOTING ■ = CHASSIS PIER SUPPORT PER "TABLE I SUPPORT SCHEDULE". ' CAPACITY AREA CAPACITY AREA PROVIDE CHASSIS, MATING 20'-0" MAXIMUM PERIMETER PIER SUPPORTS PER "TABLE I SUPPORT SIDE COLUMN 2400 lbs. 346 3200 lbs. 461 PERIMETER, ANDLINE - SCHEDULE-. (NOT REQUIRED FOR 20 PSF ROOFS) MATING LINE PIER 10'-0" 10'-0" SUPPORTS PER MAXIMUM MAXIMUM Q CENTER COLUMN 2400 Ibs. 346 3200 lbs. 461 STANDARD CI MATING LINE BEARING WALL PIER SUPPORTS 0 CORNER COLUMN 2x00 Ibs. 3a6 2400 Ibs. 346 MODEL 1 PER "TABLE III - SUPPORTS AT MATING LINE" SCHEDULE. W Mai 11111 BEAM COLUMN PIER SUPPORTS PER NOTE 3 BELOW m 40 PSF 60 PSF O PIER FOOTING PIER FOOTING _RIDGE REFERENCE "TABLE 11 RIDGE BEAM SUPPORTS" SCHEDULE. 772 ��, CAPACITY1 AREA ICAPACITY AREA O TYPICAL OUTSET FLOOR OR RECESSED SIDEWALL PORCH - SIDE COLUMN 6000 Ibs. 864 6000 Ibs. 864 U IL CHASSIS MAIN SUPPORT PIER LOCATED AS NOTED WITH THE FOLLOWING Q 0 BEAMS (TYP.) PORCH/ CENTER COLUMN 6000 Ibs. 864 6000 Ibs. 864 MINIMUM PIER CAPACITIES: LL DECK CORNER COLUMN 4000 lbs. 676 4000 Ibs. 676 0 Q ENDWALL 0 Q9r 80 PSF a 3 F PIER FOOTING • • CAPACITY AREA I NOTES: 51DEWALL 1. TO DETERMINE MINIMUM PAD SIZE FOR PIER CAPACITIES LISTED SIDE COLUMN 8000 Ibs. 1152 ABOVE. USE THE "REQUIRED FOOTING AREA" COLUMN OF CENTER COLUMN 8000 Ibs. 1152 "SIDE COLUMN" SUPPORT "TABLE II - RIDGE BEAM SUPPORTS" SCHEDULE. MAKING SURE 51ZE PER TABLE AT RIGHT TO USE THE SOIL BEARING CAPACITY THAT MATCHES YOUR CORNER COLUMN 6000 Ibs. 864 SITE CONDITION. THE CAPACITY LISTED ABOVE. AND THE "CENTER COLUMN" SUPPORT CORRESPONDING PAD SIZE LISTED. 51ZE PER TABLE AT RIGHT NOTE: 2. RIDGE BEAM COLUMN PIER SUPPORTS ARE REQUIRED AT EACH "CORNER COLUMN" SUPPORT FOOTING PAD SIZES ARE SHOWN IN SQUARE INCHES END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT SIZE PER TABLE AT RIGHT ARE GREATER THAN 3"-0". 3. RIDGE BEAM COLUMN PIER SUPPORT LOCATIONS VARY WITH 64 EACH INDIVIDUAL FLOOR PLAN. REFER TO THE ENCLOSED "CARPET LAYOUT AND RIDGE BEAM FIELD SUPPORT PIER" DRAWING FOR LOCATION AND CAPACITY REQUIREMENTS. S U P P O R T P L A N — 1 3' — 6' x 2 0' — 0' P O R C H A PROVIDE CHASSIS, MATING 10'-0" MAX. PIER REQUIREMENTS AT COLUMNS FOR TRANSVERSE TAG WITH PORCH/DECK PERIMETER, AND LINE ROOF LIVE LOAD / PIER CAPACITY I MATING LINE PIER 20 PSF 1 30 PSF 1 40 PSF 1 60 PSF 80 PSF SUPPORTS PER ED "TRIPLE WIDE - PIER CAPACITY 2000 Ibs. 2500 Ibs. 4000 lbs. 4000 Ibs. 6000 Ibs. TRANSvERSE TAG ENDWALL UNIT" FOOTING AREA 288 360 576 576 864 SUPPORT PLAN - ROOF DIAGRAM - TRANSVERSE TAG WITH PORCH/DECK _ T U ppOFESSIONq/ E X � w CHASSIS MAIN �� jOSE Py FyCi QX [L Q BEAMS f TYP.) PORC DECICH/ RIDGE O F p > i ENDWALL NO � � ' � � (L �C0(42�77 ,;3�, Zi RIDGE --- COLUMN Exp. 3418000 r SIDEWALL PORCH / DECK SLOPE CIVIL S�q/f COLUMN OFCAUFORN\F WHEN PORCH/DECK OCCURS AT END OF THE OF ROOF DRAWING SUPPORT PLANS ROOF LOADS®L�Po t�4 TRANSvERSE TAG, PROVIDE ADDITIONAL TRANSVERSE 20 PSF 30 PSF 40 PSF SPECIAL SUPPORTS UNDER EACH COLUMN AT PORCH/DECK PER TABLE AT RIGHT. TAG FOR PORCHES 0®�111p `1`/ AND DECKS 60 PSF 80 PSF q�� DRAWN BY D. HOLT DATE 3-28-96 REVISED DY DATE S—% W®55P4 19101 855-2a00 S U P P O R T P L A N — T R A N S V E R S E T A G W I T H PORCH/DECK B MATING LINE PERIMETER (--SIDEWALL FLOOR FLOOR JOIST CHASSIS I-BEAM OR (2) I(od TOE-NAIL 1 \ FLOOR RIM JOIST \ (2) 16d NAILS CONTACT PAD l2) 2x6 • 2 OF OR _ TOE-NAILED ADJUSTABLE NUT BETTER NAILED /WHERE (2) 2x6 NAILED TOGETHER WITH ACCESSIBLE) Ibd NAILS AT 4" O/C APPROVED 2" RISER APPROVED 2" TOGETHER WITH (NO SPLITS ALLOWED) APPROVED PIER NOMINAL TREATED NOMINAL TREATED Ibd NAILS AT (PERIMETER SUPPORT) LUMBER FOOTING LUMBER FOOTING 4" O/C. INSET 9"s PAD OR 4" THICK APPROVED METAL PAD OR 4" THICK APPROVED FOOTING SOLID CONCRETE PIER FRAME SOLID CONCRETE APPROVED PAD. PAD. PIERS SUPPORT CAPACITY FOR THIS CONDITION 101 12 3000 POUNDS MAXIMUM 12 METAL PIERS JAI METAL PIERS - MULTIPLE B INSET SUPPORTS AT PERIMETER 1C CHASSIS GAP BETWEEN TOP OF PIER AND MAIN FRAME MAY BE A, WOOD PLATE (NOT CHASSIS NOTES: I-BEAM EXCEEDING 2" IN THICKNESS) AND 4" WIDE x 6" LONG x I" THICK MINIMUM I-BEAM OR OR FLOOR WOOD SHIMS (WEDGES), FITTED AND DRIVEN TIGHT BETWEEN WOOD PLATE FLOOR RIM RIM JOIST JOIST t. ALL PIERS AND FOOTINGS SHALL BE APPROVED FOR THEIR OR PIER AND MAIN FRAME. 2" OR 4" SOLID GONG. BLOCK MAY FILL THE INTENDED USE BY THE AUTHORITY HAVING JURISDICTION. REMAINDER OF THE GAP. PIER CAP: 2x8x16" WOOD (2 LAYERS PIER CAP: 4"x I6"x I6" = 2. A MINIMUM GROUND CLEARANCE OF 12" SHALL BE MAINTAINED MAX), OR 4x8x16" 50LID CONCRETE, SOLID CONCRETE BLOCK BENEATH THE LOWEST MEMBER OF THE CHASSIS 11-BEAM). _ OR COMBINATION OF BOTH. OR EQUIVALENT. 1 O 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS STANDARD OPEN OR CL05ED CELL Q DOUBLE CONCRETE BLOCKS 8"x 8"z I6" CONCRETE BLOCKS WITH SHALL BE 2.51 . 1 (SOLID OR GELLED) WITH 1 CELLS PLACED VERTICALLY. THE BLOCKS INTERLOCKED AND z�z Z 4. ALL FOOTINGS (PADS OR CONTINUOUS) MAY BE PLACED DIRECT- Q w BLOCKS SHALL BE INSTALLED W1 I6" CAPPED AS SPECIFIED QIn LY ON THE GROUND SURFACE WHERE ALLOWED BY THE LOCAL F p DIMENSION PERPENDICULAR TO ABOVE - O JURISDICTION, PROVIDED THE SOIL IS FIRM AND UNDISTURBED. w Z I-BEAMS OR ALTERNATE DIRECTION m Z OR COMPACTED FILL. FREE OF GRASS AND ORGANIC MATERIAL. w w OF EACH COURSE. FOOTING: I6"x 16"x 4" SOLID Z w Jw APPROVED 2" CONCRETE OR OTHER PRODUCT w 5. PIER HEIGHT MAY BE 36" MAXIMUM AS MEASURED FROM THE 3 TOP OF THE FOOTING TO THE BOTTOM OF THE I BEAM UNDER NOMINAL TREATED APPROVED FOR THE PURPOSE. THE MAIN FRAME. AND 48" MAXIMUM TO THE BOTTOM OF THE LUMBER FOOTING ALTERNATE: (2) 8"x 16"x 4" mPERIMETER OR CENTERLINE FLOOR RIM JOIST. PAD OR 4" THICK SOLID GONG. BLOCKS W/ JOINT FINISH GRADE SOLID CONCRETE PAD. BETWEEN BLOCKS PARALLEL 6. WHEN MORE THAN ONE-FOURTH OF THE AREA OF THE MANU- TO THE STEEL I-BEAM FRAME. FINISH GRADE---'r'12 FACTURED HOME IS INSTALLED SO THAT THE BOTTOM OF THE MAIN FRAME MEMBERS ARE MORE THAN 3 FEET ABOVE GROUND CONCRETE BLOCK PIERS D LEVEL. THE FOUNDATION SYSTEM SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AND THE WHEN A PIER IS FOUNDED ON TWO OR MORE FOOTING PADS AND THE LENGTH OF THE PIER BASE 15 LESS THAN THE WIDTH OF THE INSTALLATION SHALL BE APPROVED BY THE LOCAL AUTHORITY CHASSIS I-BEAM ORMULTIPLE PAD, A LOAD DISTRIBUTING ELEMENT 15 REQUIRED HAVING JURISDICTION. FLOOR RIM JOIST. 6"x MINIMUM CONT. AND SHALL BE APPROVED 2 x TREATED LUMBER OR OTHER CONCRETE FOOTING APPROVED MATERIAL W/ WIDTH AT LEAST EQUAL TO THE WIDTH ?VOFESSIONq FULL LENGTH OF THE I-BEAM OR RIM JOIST. OF THE PIER AND LENGTH AT LEAST EQUAL TO THE WIDTH OF THE Jnr\ ALTERNATE: FOOTINGS MULTIPLE PADS. CONCRETE BLOCK )OSEPy dC�y APPROVED CONCRETE 1 U {\ MAY BE INSTALLED BLOCK OR METAL PIER. /' \ PERPENDICULAR TO COR METAL PIER) ��,�� e�Q� IjO��a INDIVIDUAL OR COM- 1 \ CHASSIS I-BEAM AT BINED PIER LOADS I \\\ NO MORE THAN W-0" NO. C04207 O/C. WITH FOOTING c LENGTH EQUAL TO n"v Exp. 3.31,2000 9 ;,t HOME WIDTH. civi S/qlf NOTE: FINISH GRADE MITq� A OF CA FO�N\P WHERE REQUIRED BY DRAWING " SET-UP INSTRUCTIONS" ROOF LOADS $ttl °® LOCAL AUTHORITY, (2) • 4 CONTINUOUS 16" ll�/ �rti 20 PSF 30 PSF 40 PSF 60 PSF EXTEND FOOTING REBAR LAPPED FROST LINE PIER AND FOOTING ��W� BELOW 12" MINIMUM APPROVED FOOTING SUPPORT DETAILS 80 PSF 12 Im DRAWN BY: p, HOLT DATE: 1-12-95 REVISED By. - DATE: v—v HOD= 1910) 8552400 CONTINUOUS FOOTINGS E I SINGLE PIER ON MULTIPLE PAD F (2) LAYERS TYPE 15 FELT OR ASPHALT RIDGE SHINGLES 3" MIN. LAG SCREW CLUSTER TABLE I APPROVED EQUAL FIELD FIELD INSTALLED W/ (2) INSTALLED, EXTENDING 6" 12 GA. x 1 1/4" ROOFING MINIMUM ON EACH SIDE NAILS AT EACH SHINGLE i M CLUSTER MAXIMUM SPAN OR ADJACENT SPAN 20 P.S.F. 30 P.S.F. OF UNIT S. L PATTERN LAST COURSE OF —_ Z FACTORY INSTALLED SHINGLES FIELD F j SHINGLES INSTALLED W/ (4) i 1 SCREW 5'-0" 3'-6" 12 GA. x Iiia" ROOF X `���� NAILS AT EA. 2 SCREWS 10'-0" o = SHINGLE. 4 SCREWS 20'-0" 14'.0" (2) LAYERS 15° FELT AFTER RIDGE BEAM 6 SCREWS 30'•0" 21'-0" OR APPROVED EQUAL BOLTING, ATTACH 3/8"x FACTORY INSTALLED 6" (MIN) PLYWOOD 8 SCREWS 40'-0" 28'-0" CLOSURE STRIP WITH 3/8" DIA. x 5" BOLTS W/ WASHERS 6d NAILS AT 6" O/C TO LAG SCREW 10 SCREWS 50'-0" 35'-0" 2" MIN. FROM TOP OF RIDGE BEAM AND (2) 6d RIDGE DGE BEAM. FOR 1 NAILS TO EACH RAFTER, NOTE: SPACING AND BOLT CLUSTER REQUIRED OVER OR COVER 5" 0 ACCESS LAG SCREW SPACINGS: t. LAG SCREW CLUSTER REQUIRED ONLY WHEN RIDGE BEAM SUPPORT POSTS SEE C HOLES WITH 30 GA. 30" O/C • 20 P.S.F. SUPPORT POSTS ARE ON ONE SIDE OFllk. 5-10 GALVANIZED METAL. 12 20" O/C • 30 P.S.F. 2. LAG SCREW SPACING IN CLUSTER TO BE 2" TO 4" O/C RIDGE CLOSE - UP DETAIL - 3:12 ROOF JA ALTERNATE RIDGE BEAM LAG SCREW DETAIL - 20 P.S.F. AND 30 P.S.F. ONLY 113 RIDGE FIELD INSTALL 1/2"0 BOLTS WITH WASHERS BOLT CLUSTER TABLE 1 I BEAM AT 48" O/C o 20 PSF ROOF OR 32"O/C RIDGE 0 30 PSF ROOF OR 24" O/C o 40 PSF BEAM CLUSTER MAXIMUM SPAN OR ADJACENT SPAN ROOF OR 16" O/C a 60/80 PSF ROOFS 20 P.S.F. 30 P.S.F. 40 P.S.F. 60 P.S.F. 80 P.S.F. i PATTERN WHEN RIDGE BEAM SUPPORT P05T5 ARE ON ONE SIDE OF 1 BOLT t2'•9" 8'-10" 5'-0" 5'-0" 3'-10" "-2" TO 4 ONLY, A BOLT CLUSTER IS 4" O/C REQUIRED AS SHOWN. FOR 2 BOLTS 25'•6" 17'- 8-- QUANTITY OF BOLTS. SEE TABLE II AT RIGHT. 3 BOLTS 38'-3" 26'- 7" --. --- --- 4 BOLTS --- 35' 5" t9' 10" 19' 10" 15' 6" LONGITUDINAL OR TRANSVERSEj1 j1 6 BOLTS -•- --- 29'-8" 29'-8" 23'-3" tj RIDGE BEAM SUPPORT POSTS 8 BOLTS --- -•- 39'-7" 39'-7" 31' 0" TYPICAL WALL STUDS 1j NOTE: 11 1. BOLT CLUSTER REQUIRED ONLY WHEN RIDGE BEAM TYPICAL FLOOR •� SUPPORT POSTS ARE ON ONE SIDE OF t. I 24 2. BOLTS SHALL BE 1/2" (MIN.) WITH WASHERS AT EACH END. RIDGE BEAM BOLTING DETAIL 1C SEAL JOINT FOR ENTIRE LENGTH NOTES: AT FLOOR TO FLOOR CONNECTION DECKING WITH EXTERIOR GRADE CAULKING t. ALL CLOSE-UP MATERIAL SHALL BE SUPPLIED BY THEOR papFE$SIONq EQUALIR TRILOOR TI MANUFACTURER. F ANDWATER INFILTRATION\S�F�OSEPyFFd��y Ffy i 2. AS AN ALTERNATE TO ROOFING NAILS. 1"x1"x16 GA. STAPLES Q4V QQ Ij MAY BE USED TO SECURE THE STANDARD ASPHALT SHINGLES O AND RIDGE SHINGLES. NO. 3. ALL BOLTS 8 LAG SCREWS SHALL CONFORM TO ASTM SPEC. i_.,_ C04..22Q77 A-307 OR EQUAL. * Exp. 0 31.2000 4. FOR ELECTRICAL GROUNDING BETWEEN SECTIONS, USE STAR —� WASHERS AT BOTH ENDS OF THE 1/2" BOLT ON AT LEASTCIVIL s/q%f0 ONE OF THE BOLTS BETWEEN EACH CONNECTED SECTION. CAL�FpAa�P 112"0 BOLTS THROUGH OUTRIGGERS MATING ANGLES AT 5. LAG SCREWS OR BOLTS IN A CLUSTER PATTERN MAY ALTERNATE: ENDS OF OUTRIGGERS SPACED UP TO 6" O/C PROVIDED THAT Y' OTO 4" O O/C AVERAGE SPACING oaawwG •SET-UP Rl ao FOR ALTERNATE FLOOR CONNECTION W/ WASHERS. (SEE IS MAINTAINED THROUGHOUT THE CLUSTER. INSTRUCTIONS- 20 PSF 80 PSF ®ygPo �,p� b USING LAG SCREWS SEE DETAIL . A NOTE °4 AT RIGHT) FLOOR AND ROOF 30 PSF �40 80 PSF 5.12 CLOSE-UP DETAILS PSF qw 2 990FAM DRAWN BY DAIS D. HOLT 12-20-94 S-10 FLOOR CONNECTION D 19,01 855.2400 (2) LAYERS TYPE 15 FELT OR ASPHALT RIDGE SHINGLES APPROVED EQUAL FIELD FIELD INSTALLED W/ (2) INSTALLED, EXTENDING 6" 12 GA. x 1 1/4" ROOFING MINIMUM ON EACH 51DE NAILS AT EACH SHINGLE OF UNIT 4. LAST COURSE OF SHINGLES FIELD FACTORY INSTALLED INSTALLED W/ (4) SHINGLES O _ 12 GA. x II/ " ROOF _ NAILS AT EA. SHINGLE. (2) LAYERS 151 FELT RIDGE BEAM OR APPROVED EQUAL ESOLTING, ATTACH 3/8"x FACTORY INSTALLED 12" (MIN) PLYWOOD Yl CLOSURE STRIP WITH 8d NAILS AT 6" O/G 6d NAILS AT 6" O/C TO 2x3 RAFTER RAIL AND (2) 2x3 RAFTER RAILS T(2J Cod NAILS TO EACH RAFTER. RIDGE BEAM 1/2" m 5OLT5 W/ WASHERS 2" MIN. FROM TOP OF RIDGE BEAM OR 3/8" LAG SCREWS. FOR SPACING AND BOLT CLUSTERS REQUIRED OVER SUPPORT P05TS SEE 5.10 12 RIDGE CLOSE — UP DETAIL — 4:12 ROOF JA NOTES: 1. ALL CLOSE-UP MATERIAL SHALL BE SUPPLIED BY THE MANUFACTURER. 2. AS AN ALTERNATE TO ROOFING NAILS. 1"x1"x16 GA. STAPLES MAY BE USED TO SECURE THE STANDARD ASPHALT SHINGLES AND RIDGE SHINGLES. 3. ALL BOLTS 8 LAG SCREWS SHALL CONFORM TO ASTM SPEC. A-307 OR EQUAL. jQiEsS/pq JOSE ti N0. C04207 •2000 CIVIL DRAWING 'SET—UP INSTRUCTIONS'' —.1 PSF —PSF ®�'V" %,p CLOSER PODETAILS 30 PSF 80 PSF ��� A 40 PSF DRAWN BY DALE A—I� 9-96 V\ 1 pp®pflEq D. HOLT 3-2 19101 855-2a00 MARRIAGE LINE GENERAL NOTES FLOOR DECKING T. THESE INSTRUCTIONS SHALL BE FOLLOWED FOR FLOOR CONNECTION AND ELECTRICAL GROUNDING ACROSS 2 x 6 RIM J015T MATING LINES WHEN CHASSIS MATING ANGLES ARE NOT FACTORY INSTALLED. FLOOR SEALER TO PREVENT INFILTRATION 2. WHERE MATING ANGLES ARE INSTALLED ON ANY TWO OUTRIGGERS THAT ARE ALIGNED ACROSS CENTERLINE. IT IS PERMISSABLE TO GROUND THE CHASSIS IN ACCORDANCE WITH "SHEET S -TO" DETAIL "D" AND "SHEET S-10. GENERAL — — NOTE NO. a'*. a BOTTOM BOARD - PATCH W/ VINYL TAPE AT LAG SCREWS 3/8" x 5" MIN. LAG SCREWS o 16"0/C (ALTERNATE SIDES AS SHOWN) TYPICAL OUTRIGGER (MATING ANGLES NOT REQUIRED) 4 FLOOR CONNECTION REQUIRED AT EACH MATING LINE q MARRIAGE LINE FLOOR DECKING I 2 x 6 RIM JOIST pQfESS10pq! Eo SOSEPy Flo F 9 1 � N0. COd�0�- * E•o 7 0t 2000 r CIVII 'f I OF CALIFORN\P SOLDERLESS LUG LT RNATEE GROUNDGENERING I FOR ALTERNATE DRAWNG RJLOADS 6; 18 BARE COPPER WIRE CONNOTE • 2. ALTERNATE FLOOR CONNECTION 2�VTYPICAL �®sll OUTRIGGER3���4 ORAWN BY DATE G. BUE 3-28-96 W®WM GROUND CONNECTION REQUIRED AT EACH MATING LINE B 19101 855.2400 } FLOOR NOTE: FACTORY F FACTORY NO TOOLS SHALL BE INSTALLED I INSTALLED OPTIONAL QUICK USED ON THE QUICK WATER LINES WATER LINES FLOOR DISCONNECT ( DISCONNECT DEVICE. FLOOR I DEVICE MATING JOINT MATING JOINT (SUPPLY) � GAS CONNECTOR WATER CROSSOVER FLEX SHUTOFF SUPPLIED BY CONNECTOR SUPPLIED BY VALVE, MANUFACTURER FLEXIBLE PLASTIC WATER THE MANUFACTURER (MUST NOT REQUIRED PIPING CONNECTED DIRECTLY E LISTED FOR EXTERIOR WHEN QUICK REMOVE DUST THROUGH SWIVEL CONNECTOR U USE) DISCONNECT GAPS BEFORE AND COUPLING 6 6 15 USED CONNECTING 6 WATER LINE CROSSOVER JA ALTERNATE WATER LINE CROSSOVER IB GAS LINE CROSSOVER 1C COUPLING WITH NOTE: NOTE: DRAIN LINE TUB OR TUB/SHOWER ADJUSTABLE DRAIN LINE TEST TO BE CONDUCTED AFTER ASSEMBLY TEST TO BE CONDUCTED AFTER ASSEMBLY. STRAINER AND SCREW CLAMP FLOOR PER NOTE • 6 BELOW. SWIVEL ADAPTER ALTERNATE: INTERIOR PARTITION A55 COUPLING W/ APPROVED SOLVENT COLORS MUST MATCH COUPLING WITH ADJUSTABLE SCREW CLAMPS FLOOR STUBBED ADJUST FALL TO 1/4" PER FOOT 117" VENT LINE MIN. (I/8" PER FOOT IF THERE IS A CLEANOUT AT UPPER END OF LOOSE SECTION) OUTLET zi DRAIN SECTION (ONE ONLY) SANITARY TEE I COUPLING WITH -� I I APPROVED 1/2" OR 2" PIPE I I COUPLINGS _ - 0 o ADJUSTABLE �/ SCREW CLAMPS TO MAIN DRAIN 1/2" PIPE LOOSE DRAIN SECTION STUBBED LINE COLORS MUST MATCH DRAIN LINE 'P'- TRAP THE P -TRAP COVER W/ INSULATION W/ UNION SEE "NOTES FOR DETACHED DRAIN ASSEMBLY" BELOW 8 SHALL BE SHIPPED LOOSE 8 6 DRAIN LINE CROSSOVER IDI TYPICAL DETACHED DRAIN ASSEMBLY E FIELD INSTALLED 'P - TRAP' IF REVISIONS NOTES FOR DETACHED DRAIN ASSEMBLY --DETAIL "E" NO. REVISED BY DATE 1. ABS PLASTIC PIPE FITTINGS AND JOINTS: USE SOLVENT 5. SUPPORT DRAIN LINEISI BY FACTORY INSTALLED PLUMBERS TAPE CEMENT SPECIFICALLY MANUFACTURED FOR USE IN ABS OR PLASTIC STRAPS AT 48" O/C MAX. WRAP LOOSE END OF PLASTIC PIPE CONNECTIONS. APPLY IN ACCORDANCE WITH STRAP AROUND PIPE AND NAIL TO FLOOR JOIST OR FASTEN TO MANUFACTURERS INSTRUCTIONS. SOLVENT SHALL COMPLY CHASSIS WITH SELF -TAPPING SCREW. ASSURE PROPER SLOPE WITH ASTM D 2235-81 OR NSF -14-1985. (FALL) TOWARD OUTLET OF 1/4" PER FOOT MIN. OR 1/8" MIN. PER FOOT WHERE FACTORY INSTALLED CLEANOUT IS 2. ALL JOINTS AND CONNECTIONS SHALL BE CORRECTLY PROVIDED AT UPPER END OF DRAIN LINE. ASSEMBLED FOR TIGHTNESS, PLASTIC PIPE SHALL BE INSERTED TO THE FULL DEPTH OF THE SOCKETS OF 6. PERFORM DRAIN LINE "FLOOD LEVEL TEST" AFTER ASSEMBLY EACH FITTING. ACCORDING TO THE FOLLOWING PROCEDURE: THE MANUFACTURED HOME SHALL BE IN A LEVEL POSITION, ALL 3. THE DRAIN OUTLET MUST BE PROVIDED WITH A MINIMUM FIXTURES SHALL BE CONNECTED. AND THE ENTIRE SYSTEM CLEARANCE OF 3" IN ANY DIRECTION FROM ALL PARTS OF SHALL BE FILLED WITH WATER TO THE RIM OF THE TOILET THE STRUCTURE OR APPURTENANCES AND WITH NOT LESS BOWL. (TUB 8 SHOWER DRAINS SHALL BE PLUGGED). AFTER ALL THAN 18" UNRESTRICTED CLEARANCE DIRECTLY IN FRONT TRAPPED AIR HAS BEEN RELEASED. THE TEST SHALL BE OF THE DRAIN OUTLET. SUSTAINED FOR NOT LESS THAN 15 MINUTES WITHOUT EVIDENCE DRAWING 'SET-UP 'PSN PIS, OF LEAKS. THEN THE SYSTEM SHALL BE UNPLUGGED AND 4. CLEANOUTS SHALL BE ACCESSIBLE THROUGH AN EMPTIED. THE WASTE PIPING ABOVE THE LEVEL OF THE TOILET THEN BE TESTED AND SHOW NO INDICATION OF INSTRUCTIONS' UNOBSTRUCTED MINIMUM CLEARANCE OF 12" DIRECTLY IN BOWL SHALL PLUMBINGfA q FRONT OF THE OPENING. LEAKAGE WHEN THE HIGH FIXTURES ARE FILLED WITH WATER 8 11111- DRAWN BY DAZE REVISED EMPTIED SIMULTANIOUSLY TO OBTAIN THE MAXIMUM POSSIBLE FLOW IN THE DRAIN PIPING. D. HOLT 12 -IS -94 3-28-96 �_�� HOMES (910) 855.7400 rt TYPICAL GROMMET FLOOR INSULATION (FACT. INSTALLED CONNECTION FURNACE TYP. 4" x 10" ADJUSTABLE REGISTER (FACTORY INSTALLED) TYP. 10" OR 12" COLLAR FACTORY INSTALLED OPTIONAL FLEX DUCT FOR TAG UNIT FIELD INSTALLED WHERE REQUIRED LMIXING BOX PER DET. 4" MIN. GROUND CLEARANCE (FIELD INSTALLED)5-14 (ALT: CRO5SOvER DUCT 10"0 OR 12"0 FLEX DUCT MAY REST ON CONT. P.T. OR ALTERNATE: SHIPPED LOOSE AND FIELD FOUNDATION REDWOOD) AIR SUPPLY PER DET. INSTALLED (R-4 MIN.., TYP.) (FIELD INSTALLED) 5.14 I6 FLEX HEAT DUCT CROSSOVER - DOWNFLOW FURNACE JA STANDARD HEAT DUCT .016 MIN. GALv. OR ALUM. FACTORY INSTALLED MIXING BOX INSULATED W/ R-4 MIN. FLOOR \ tl HEAT REGISTER - NE ONLY — w FACTORY INSTALLED 1 FURNACE ATTACH FLEX DUCTS TO SEALED DUCT MATERIAL (2) 10"41 OR 12"41 COLLARS COMBUSTION FACTORY INSTALLED (ONE EACH SIDE) W/ TYP. OR ELECTRIC COLLARS. ATTACH OTHER END OF FLEX DUCT TO TYP. HEAT DUCT PER FACTORY 5-Id INSTALLED 12 14"0 COLLAR FOR — 6"m COLLAR MIXING BOX DETAIL ID CRO55OVER DUCT FACTORY _ - INSTALLED 14"0 FLEX DUCT REVISIONS NO REVISED BY DATE SHIPPED L005E AND FIELD INSTALLED. (TO BE SUPPORTED FROM EVERY GROM• MET W/ BAILEY WIRE) y"41 FLEX DUCT LISTED MIN. R-4 14" x 10" x 10" OR 14" x 12" x 12" SHIPPED LOOSE, 'Y' GALVINIZED 4 INSULATED W/ R-4 MIN. FIELD INSTALLED SHIPPED L005E AND FIELD INSTALLED. 10"4- OR 12"0 FLEX DUCT SHIPPED LOOSE AND FIELD INSTALLED. DRAWING "SET-UP INSTRUCTIONS' A MECHANICAL ` DRAWN BY D. HOLT DATE 12-20-94 S'-14 16 Ib 19101 855.24DD ALTERNATE AIR SUPPLY METHOD B OPTION REMOTE REGISTER C JUNCTION BOX TO TO P P JUNCTION CIRCUITS Ca Ca BOX WITH METAL DISTRIBUTION PANEL COVER PLATE FLOOR _ L PFACTORY INSTALLED N I SPLICES TO BE G JUNCTION BOX MADE W/ APPROVED G CONNECTORS. CROSSOVER FOR ONE CIRCUIT P P P TO P P N CIRCUITS N N J -BOX SIZING: 100 AMP-4"x10"x10" PF 200 AMP-4^x10"x12" J FLEX ELECTRICAL P CONDUIT TO PARK JUNCTION N FLEX CONNECTOR, FLEX ELECTRICAL PANEL BOX. BOX G LOCK NUT AND CONDUIT WIRED AND PLASTIC BUSHING SPLICED PER DIA- SPLICE CONNECTORS REQUIRED FOR 100 AMP SERVICE AND CROSSOVER FOR TWO CIRCUITS GRAMS AT LEFT. B LARGER FOR 50 AMP SERVICE, A PLUG-IN CORD 15 PROVIDED ELECTRICAL AND WIRING DIAGRAMS FOR CROSSOVER JA ELECTRICAL FEEDER ASSEMBLY B GENERAL NOTES: 1. WARNING: DO NOT PROVIDE ELECTRICAL POWER UNTIL THE I I I I „ GROUNDING ELECTRODE SYSTEM IS INSTALLED 8 CONNECTED. I I I I 2. ONE APPROVED GROUNDING ELECTRODE SYSTEM IS AN II ELECTRODE ENCASED BY AT LEAST 2" OF CONCRETE, LOCATED WITHIN AND NEAR THE BOTTOM OF A CONCRETE LISTED COMBINATION FOUNDATION OR FOOTING THAT IS IN DIRECT CONTACT WITH METERBASE DISTRIBUTION THE EARTH, CONSISTING OF AT LEAST 20 FEET OF ONE OR PANEL, JA002 OW OR — MORE BARE OR ZINC GALVANIZED OR OTHER ELECTRICALLY APPROVED EQUAL CONDUCTIVE COATED STEEL REINFORCING BARS OR RODS OF NOT LESS THAN 1/2" DIAMETER, OR CONSISTING OF AT LEAST ❑ ❑ MAIN 20 FEET OF BARE COPPER CONDUCTOR NOT SMALLER THAN ❑ ❑ MAIN NUMBER 4 OR OTHER APPROVED GROUNDING SYSTEMS PER NOT WIRES PANEL 250-81 AND 250-83 OF THE NEC. SERVICE ENTRANCE 3. MAIN PANEL WITH METER BOX SHALL NOT BE INSTALLED ON ?CONDUCTORS - SIZE HOMES WITH METAL SIDING. PER LOCAL CODES GROUND / NEUTRAL BAR UNDERGROUND vr REVISIONS CONDUIT TO BE RIGID STEEL 2" NON-METALIC NO. REVISED BY DATE OR OTHERWISE CONFORM CONDUIT RACEWAY TO LOCAL CODES AND 1 M. EZZO 3/1/95 REQUIREMENTS GROUND WIRE M. EZZO 11/21/96 FIELD INSTALLED FITTING FOR GROUNDING ELECTRODE CONNECTING CONDUIT CONDUCTOR FROM SERVICE FROM METER BASE EQUIPMENT TO GROUNDING TO BE INSTALLED ELECTRODE SYSTEM. WIRE ON SITE SIZE PER THE FOLLOWING: SERVICE: 100 AMP - • b COPPER DRAWING 'SET-UP 125 AMP - • 4 COPPER INSTRUCTIONS' u1 150 AMP - • 4 COPPER 200 AMP - • 4 COPPER ELECTRICAL DRAWN RY DATE D. HOLT 12-I6-94 l S-15®§ 8 8 ELECTRICAL MAIN PANEL CONNECTIONS ICI MAIN PANEL ASSEMBLY D (9101855-2400 FACTORY INSTALLED HARDBOARD OR PLYWOOD SIDING I FIELD INSTALL FIELD INSTALLED FIELD INSTALL I 12" LENGTH OF WOOD BATTEN WITH MINIMUM 2" I LAP SIDING 6d NAILS AT 12" O/C WIDE BATTEN OVER R INTER j CUT FROM SAME I LOCKING WITH CAULK OR SEAL AT MATERIAL AS HORIZONTAL I SIDING UNDER- EDGES (TYPICAL) FACTORY I' SIDING. ATTACH LAP SIDING I NEATH. INSTALLED WITH 6d NAILS (FACTORY FACTORY INSTALLED HARDBOARD 1 AT 6" O/C EACHINSTALLED) I HARDBOARD OR OR PLYWOOD SIDE OF 4, tp PLYWOOD SIDING SIDING 6" 6" MIN. iMIN. 12 12 8 ENDWALL CLOSE—UP DETAIL — HARDBOARD JAI ENDWALL CLOSE—UP DETAIL — LAP SIDING 1131 INSIDE CORNER CLOSE—UP 1C NOTES: 1. ALL FASTENERS MANUFACTURED FROM STEEL WIRE TYPICAL RIDGE BEAM EXPOSED TO WEATHER SHALL BE ZINC COATED BY TRUSSES (WITHOUT NOTCH HOT-DIP GALVANIZED ZINC. MECHANICALLY DEPOSITED FOR OVERHANG) ZINC OR ELECTRODEPOSITED ZINC. FASTENERS MANU- FACTURED FROM ALUMINUM ALLOY WIRE OR OTHER FASCIA SPLICE NON-FERROUS ALLOYS EXPOSED TO THE WEATHER DO FIELD APPLIEP, NOT REQUIRE PROTECTIVE COATINGS. PER DETAIL S-Ib 2. ALL CLOSE-UP MATERIAL SHALL BE SUPPLIED BY THE 2>((oT RS MANUFACTURER. ENDWALL EXTENDED 32" MIN ENDEDOUTILO32" MI BELOW IN FROM ENDWALL. — — — (FACTORY INSTALLED) FASCIA Q LLO – 1 1 NQ'w FACTORY INSTALLED I 91. 9 FACTORY INSTALLED OUTLOOKER SPACING MAX MAX' OUTLOOKER SPACING 16 FASCIA SPLICE AT RIDGE D Ix3xl" SPLICE BLOCK pROFE$SIOFIELD Nq TOQQ� L(4E jO$E Py jYC�yF FASCIA WITH rod�S1FLD F NAILS MIN. EACH SIDE OF SPLICE N0. oma C042077 E■o.31.2000 CIVIL srq'[OF CALIF(3 2xS FASCIA OR DRAWING "SET—UP �9sm Do, Ix4 RAFTER RAIL INSTRUCTIONS" 0D�W� (UNDER HARDBOARD WALL & ROOF CLOSE—UP DETAILS FASCIA) gthw DRAWN BY DATE D. HOLT 12-21-ea w _ J ^ V` lib; 6 111 HOMES 19101 lul!00 ENDWALL FASCIA SPLICE AT RIDGE, E EXTERIOR WALL FRAMING TYPICAL WALL FACTORY INSTALLED 1= _TT ---- �r _--ter FRAMING W/ STUDS BELT RAIL HARDBOARD SIDING TYPICAL TOP PLATE _II II II OPENING IN AT I6" O/C t� I WALL FOR FIELD CAULKING TYP. STUDS AT �' I I INSTALLATION 16" O/C II OF ELECTRICAL FIELD INSTALLED II II II o METER BASE, HARDBOARD BATT ENTIRE VOID AREAS TO II II II Z ETC .. . REMOVE FACTORY FILLED W/ MIN. R-19 Iul INSTALLED POLY- IN INSULATION. II ETHYLENE SHEATHING "Z" OR "H" FLASHING II II Q G II II II X FIELD INSTALLED 5.11 H L HARDBOARD SIDING W/ II II II 6d CORROSIVE RE- ENTIRE OPENING SHALL II 9 CAULKING FLOOR JOISTS 515TANT NAILS AT 6" O/C BE COVERED W/ POLY- EDGES AND FIELD. II ETHYLENE SHEATHING II II ' FIELD INSTALLED HARDBOARD II DURING TRANSIT ANDII II II SIDING W/ 6d CORROSIVE F FITYP. FIELD INSTALLED 11 II REMOVED PRIOR TO J L _ _ ll - _ J L RESISTANT NAILS AT 6" O/C FIELD INSTALL SKIRTING (MAY BE ATTACHMENT OF BOTTOM EDGES AND FIELD. HARDBOARD ONE PIECE) HARDBOARD. PLATE BATT$ 8 24 8 WALL CLOSE - UP JA WALL OPENING JB D E T A I L 1C TYP. STUDS TYP. TOP PLATE AT 16" O/C — -- ---m--- --Ti- FACTORY INSTALLEDNOTES: EXTERIOR II I III t17— TTP. BLOCKING AT ALL EXTERIOR SIDING p ENDWALL 5.16 T. ALL FASTENERS MANUFACTURED FROM STEEL WIRE II II I II III II I GYPSUM BOARD JOINTS II TYP. STUDS CLOSE-UP EXPOSED TO WEATHER SHALL BE ZINC COATED BY II t _ 111 - 71 II FIELD INSTALL 5/I6" GYP. AT ib" O/C HOT -DIP GALVANIZED ZINC. MECHANICALLY DEPOSITED ?C I III II ZINC OR EIECTRODEPOSITED ZINC. FASTENERS MANU- II III BD. W/ CONT. BEAD OF II FACTURED FROM ALUMINUM ALLOY WIRE OR OTHER II III P.V.A. GLUE AT ALL FRAM- II / 1 NON-FERROUS ALLOYS EXPOSED TO THE WEATHER DO 11 I I II II ING MEMBERS A ATTACH I I NOT REOUIRE PROTECTIVE COATINGS. W/ 3/I6"xI"xl9 GA. STAPLES T .k� 9 II II II I II II AT 6" O/C EDGES 4 FIELD 2. ALL CLOSE-UP MATERIAL SHALL BE SUPPLIED BY THE AND NOT LE55 THAN I/4" MANUFACTURER. ~ II I III II FROM SIDES 4 ENDS OR II I III I I II 1/2" GYP. BD- W/ '6 x 0/4" I III II I SCREWS OR Sd COOLER II II I NAILS OR .098 m SHANK x FIELD INSTALL GYPSUM FACTORY INSTALLED II III II 13!B" LONG x 19/64" HEAD BOARD (MATCH EXISTING) GYPSUM BOARD II III II II RING SHANK NAILS AT PER DETAIL PER II III II _IL _ _ _ _ _ w _ _ _ II _ _ 11_ I" O/C EDGES AND FIELD LEFT) 5•Il AND NOT LESS THAN 3/8" TYP. BOTTOM PLATE FROM EDGES 4 ENDS. 24 g INTERIOR ENDWALL CLOSE - UP IDI D E T A I L JE pROFESS10pq/ SOS E N0. C�71�+ Exp. 3-31.7000 CIVIL SjgjFOF CAO F13 DRAWING ®��y 'SET-UP INSTRUCTIONS WALL CLOSE-UP DETAILS DRAWN BY DATE D. HOLT 12-22-94 S-17 uuomm 19101 855-2x00 TIEDOWN SYSTEM GENERAL NOTES: FLOOR 1. THE TIEDOWN SYSTEM SHOWN CONSISTING OF STEEL STRAPS. BUCKLES AND GROUND ANCHORS IS ONE ACCEPTABLE METHOD OF ANCHORAGE. ALTERNATES TO THESE METHODS. MATERIALS. APPROVED TIE -DOWN STRAP WRAPPED CHASSI5 MAM BEAM SPACINGS, ETC... MAY BE USED PROVIDED THEY MEET THE LOAD AROUND MAIN BEAM AND ATTACHED CAPACITY REQUIREMENTS SPECIFIED IN NOTE 2 BELOW AND ARE TO BUCKLE AND O ANCHOR HEAD LISTED AND CERTIFIED BY A PROFESSIONAL ENGINEER OR ARCH - PER DETAILS 5 10E2. ITECT AND APPROVED BY THE LOCAL ENFORCEMENT AGENCY. 5.10 I/\ ALL GROUND ANCHORS, STEEL STRAPS. AND CONNECTIONS SHALAPPROVED SUPPORT —Z� F PIER FOOTING PER 1=AT BE CAPABLE OF RESISTING AN ALLOWABLE WORKING LOAD OF LEAST 3150 LBS. PLUS A 50% OVERLOAD 14725 LBS.) WITHOUDRAWING -- 40-S-8 FAILURE. ALL ANCHORING EQUIPMENT SHALL BE CERTIFIED BY A PROFESSIONAL ENGINEER OR ARCHITECT AS TO ITS CAPACITY TO RESIST THE FORCES SPECIFIED BASED ON ANGLE OF INSTAL- 1 0 1 LATION AND SOIL TYPE IN ACCORDANCE WITH ASTM D3953-91, APPROVED STANDARD SPECIFICATION FOR STRAPPING. FLAT STEEL d SEALS. GROUND SOIL TYPE AT HOME LOCATION SHALL MEET OR EXCEED THE ANCHOR r ANCHORING EQUIPMENT MANUFACTURERS REQUIREMENTS. EMBED ANCHOR PER GENERAL NOTE'6. 3. HORIZONTAL WIND PRESSURE = 15 PSF. 12 4. NO PORTION OF THE TIE -DOWN EXTENDING BEYOND THE VERTICAL PLANE OF AN EXTERIOR WALL OF THE HOME SHALL BE ABOVE THE GROUND. TIE - D O W N D E T A I L JA I 5. ALL ANCHORING EQUIPT. EXPOSED TO WEATHER SHALL HAVE A WEAVE SUFFICIENT LENGTH OF TIE -DOWN STRAP T14ROLIGH TOP SLOT OF BUCKLE 714EN DOWN THROUGH THE BOTTOM I TOP / SLOT OF RESISTANCE TO WEATHER DETERIORATION AT LEAST EQUAL TO THAT PROVIDED BY A COATING OF ZINC ON STEEL OF NOT LESS SLOT OF BUCKLE, THEN BACK UP THROUGH THE TOPtiQ WRAP AROND� �- \ _ BUCKLE, BUCKLE THAN 0.30 OUNCES PER SO. FOOT OF SURFACE COATED. ALL SLOT OF THE BUCKLE FOR A SECOND TIME A5 SHOWN IN FIGURE B-1. �44f 0 SEE DETAIL MAIN BEAM �R STEEL STRAPPING SHALL BE AT LEAST 1 1/4" WIDE x .035" THIO FINISH B, GRADE 1 TCONFORMING NUTENGINEER S YO ORARCHIITECT ASO ASTM D3953-91 WRAP THE TIE -DOW STRAP AROUND THE MAN BEAM 6. GROUND ANCHORS SHALL BE INSTALLED TO THEIR FULL DEPTH, D� THEN THROUGH THE TOP SLOT OF THE BUCKLE FOR MAN BOTTOM EMBEDDED BELOW FROST LINE. AND AT LEAST 12- ABOVE THE THIRD TIME A5 SHOWN IN FIGURE B-1. iNEN BEAM SLOT OF -�� THE WATER TABLE. STABILIZER PLATES SHOULD BE INSTALLED EMEND THE TIE -DOW STRAP DOW TO THE G ANCHOR HEAD AND CONNECT PER DETAIL 5-10 BUCKLE BUCKLE TO PROVIDE ADDED RESISTANCE. 7. IN LIEU OF THE TIE -DOWN SYSTEM HEREIN, GOLDEN WEST HOMES WILL ALLOW INSTALLATION OF ANY HOME ON A PERMANENT FOUNDATION SYSTEM OR OTHER APPROVED TIE-QOWN OR NOTE: li 15 IMPORTANT TO REMOVE ALL SLACK FROM ALTERNATIVE SYSTEM THAT MEETS THE DESIGN LIVE LOAD THE SYSTEM AROUND THEANCHOR MAIN BEAM ASSEMBLY. STRAP REQUIREMENTS OF TH E LOCAL ENFORCEMENT AGENCY, THE LOAD p o� p o� CAPACITY REQUIREMENTS IN NOTE 2 ABOVE, AND IS SIGNED BY A PROFESSIONAL ENGINEER OR ARCHITECT. ANY SUCH SYSTEM USED MUST BE COMPATIBLE WITH THE GOLDEN WEST HOMES LONGITUDINAL FLOOR CONSTRUCTION. TIE - DOWN S T R A P TO M A I N B E A M D E T A I L B `` VMRSSIONk C3 NO. INSERT THE TENSION BOLT INTO USE A 15/16° SOCKET OR OPEN END TO HO -D BOLT UNDER TENSION WHILE REPOSITIONING ONCE FULLY TENSIONED, ALIGN E.P. THE ANCHOR HEAD AND ATTACH WRENCH TO MAKE AT LEAST FOUR THE 15/16' SOCKET OR WRENCH, PLACE AN OPEN END THE SQUARE NECK OF THE BOLT CIVIL THE NUT LOOSELY. THEN INSERT COMPLETE TUR45 ON BOLT UNTIL WRENCH ON THE 5/8' SQUARE SHOULDER OF THE BO -T. WITH SQUARE HOLE IN ANCHOR /T/f OF CALIFO\� THE 57RAP INTO 714E SLOTTED STRAP IS TUAT. THEN REPOSITION THE 15/16' SOCKET OR WRENCH 70 HEAD AND TIGHTEN THE HEX NUT. SHANK OF THE TENSION BOLT FACILITATE THE FINAL TEN5IONMG. T1415 WILL DRAW THE TWO TO- DRAWING TYPICAL ROOF LOADS 20 PSF A5 SHOWN. AFTER STRAP IS GETWER AND LOCK THE SYSTEM WN a1�Qj ,hk INSERTED THROUGH THE SLOT, INTO TO ITS FINAL POSITION. DETAILS 30 PSF 40 PSF f� BEND IT UP AT 90'. 60 PSF 80 PSF DRAWN BY: D. HOLT DATE:5-23-95 c 8 Iffi®�§ 19f01 6552a00 TIE - DO W N STRAP TO GROUND ANCHOR DETAIL C REVISED BY: MEZZO oATE:IO-11-96 -GO -UP DETAILS / TAG N0. C0420L Eap. ROOF CLOSE-UP INSTALL SHINGLES UP TO INSTALL RIDGE PULL BACK FACTORY INSTALLED FELT TAG WITH STANDARD GABLE RIDGE WITH (4) STAPLES SHINGLES OVER TO EXPOSE ACCESS FOR RIDGE BEAM BY D. HOLT DATE 12-2-1-94 (2) LAYERS FELT, FIELD OR NAILS PER SHINGLE RIDGE BEAM WITH BOLTING. WHEN FINISHED INSTALL 30 GA. 19701 855ia00 INSTALLED OVER AND (1) STAPLE OR GALV. METAL OR PLYWOOD ACCESS EXTENDING 6" MINIMUM NAIL ON EA. SIDE STRIP OVER HOLES. ROLL FELT BACK EACH SIDE OF RIDGE BEAM AS SHOWN TO RIDGE JOINT AND ATTACH WITH�'x�' STAPLES OR NAILS. 'S" Fkp I 'z NOTE; FACTORY INSTALLED �� � � FOR FASTENING SHINGLES USE SHINGLES I���"xl2 GA. GALV. ROOFING NAILS OR I"xl"xl6 GA. STAPLES (2) LAYERS FELT, FIELD — — INSTALLED AND EXTENDING 6"— FIELD INSTALL RIDGE SHINGLES ' OVER RIDGE OVER MATING JOINT, SAME AS OVER RIDGE BEAM i f ` FIELD INSTALLED FELT 16 OVER JOINT FACTORY INSTALLED X VALLEY ROLL ROOFING \ ALL EXPOSED EDGES r?.)— 4, , OF SHINGLES TO BE f„ 1 1 FIRMLY EMBEDDED 1 PLASTIC ASPHALT CEMENTPULL BACK FACTORY INSTALLED FELT 36" WIDE, SO' ROLL ROOFING UNDERLAYMENT TO EXPOSE FIELD INSTALLED OVER VALLEY, (4) STAPLES OR ACCESS FOR RIDGE BE LAPPED UNDER FACTORY NAILS PER SHINGLE BOLTING. WHEN FIN15WED INSTALLED ROLL ROOFING 12" AS SHOWN INSTALL 30 GA. GALV. METAL OR PLYWOOD ACCESS STRIP OVER AND FULLY CEMENTED AT LAP. INTERWEAVE FIELD INSTALLED SHINGLES HOLES. ROLL FELT BACK TO (2) LAYERS OF FELT, LAPPING TO MATCH FACTORY INSTALLED SHINGLES, 20 JOINT AND ATTACH WITH O FACTORY INSTALLED FELT 6" STARTING AT BOTTOM AND WORKING TO STAPLES OR NAILS. AND FULLY CEMENTED AT LAP. RIDGE AS SHOWN 24 -UP DETAILS / TAG N0. C0420L Eap. ROOF CLOSE-UP APPLICATIONS TAG WITH STANDARD GABLE BY D. HOLT DATE 12-2-1-94 S-30 19701 855ia00 PULL BACK FACTORY INSTALLED FELT — TO EXPOSE ACCESS FOR RIDGE BEAM BOLTING. WHEN FINISHED INSTALL 30 GA. GALv. METAL OR PLYWOOD ACCESS STRIP OVER HOLES. ROLL FELT BACK TO RIDGE JOINT AND ATTACH WITH STAPLES OR NAILS. FACTORY INSTALLED SHINGLES (2) LAYERS FELT, FIELD INSTALLED AND EXTENDING 6" OVER RIDGE —, I> PULL BACKS FACTORY INSTALLED FELT UNDERLAYMENTTO EXPOSE ACCESS FOR RIDGE BEAM BOLTING. WHEN FINISHED INSTALL 30 GA. GALV. METAL OR PLYWOOD ACCESS STRIP OVER HOLES. ROLL FELT BACK TO JOINT AND ATTACH WITH STAPLES OR NAILS. I ROOF CLOSE - UP DET (2) LAYERS FELT, FIELD INSTALLED OVER AND EXTENDING 6" MINIMUM EACH SIDE OF RIDGE BEAM NOTE: FOR FASTENING SHINGLES USE Ire,"xl2 GA. GALV. ROOFING NAILS OR I"xl"xl6 GA. STAPLES FIELD INSTALL RIDGE SHINGLES OVER MATING JOINT, SAME AS OVER RIDGE BEAM —� FIELD INSTALLED FELT OVER JOINT —\ gFACTORY INSTALLED ALLEY ROLL ROOFING BOTTOM 12" TO BE LOOS ND NOT NAILED DOWN) 7ci19i111 36" WIDE, 50• MIN. ROLL ROOFING FIELD INSTALLED OVER VALLEY, LAPPED UNDER FACTORY INSTALLED ROLL ROOFING 12" AND FULLY CEMENTED AT LAP. (2) LAYERS OF FELT, LAPPING �j FACTORY INSTALLED FELT 6" lUl AND FULLY CEMENTED AT LAP. INSTALL SHINGLES UP TO RIDGE WITH (4) STAPLES OR NAILS PER SHINGLE STAPLES NA NAILS PER SHININ GLE AS SHOWN INTERWEAVE FIELD INSTALLED SHINGLES — TO MATCH FACTORY INSTALLED SHINGLES. STARTING AT BOTTOM AND WORKING TO RIDGE AS SHOWN N0. E.P. INSTALL RIDGE SHINGLES OVER RIDGE BEAM WITH (1) STAPLE OR NAIL ON EA. SIDE AS SHOWN s"- .6" ROLL ROOFING -SITE APPLIED SHINGLES WOVEN OVER THE VALLEY AS SHOWN. ATTACH EACH SHINGLE WITH (4) STAPLES OR NAILS INSURING THAT NO NAIL 15 WITH- IN 6" OF CENTER OF VALLEY t� Cl 241 ROOF CLOSE-UP APPLICATIONS ALTERNATE VALLEY By D. HOLT onrE 12-28-54 �SJ-31 19r01 855.2a00 PULL BACK FACTORY LIFT FIRST COURSE REMAINDER THE INSTALLED FELT TO OF THE FACTORY VENT FLASHING - GALV. SHINGLE COURSES R EXPOSE ACCESS FOR INSTALLED SHINGLES METAL OR MINIMUM 50• SHALL BE LAID EAVE CONNECTIONS TO FACILITATE THE ROOFING MATERIAL OR OVER UPPER PORTION AND FELT OVER EAVE INSTALLATION OF TYPICAL APPROVED THE VENT VENT FLASHING AND FL ROOF JACK. FLASHING FLANGE FACTORY INTER -WEAVING 5/16" MINIMUM WITH EAVE SHINGLES AS SHOWN INSTALLED PLYSHE ��NG /g SHINGLES MIN. -� ASPHALT CEMENT FIELD INSTALL IPJ MOULDED AROUND PIPE AT NOTES: (2) LAYERS OF TYPE 15 FLASHING CONTACT SURFACE. FASTEN SHINGLES W/ 1'/,"x 12 GA. FELT UNDERLAYMENT FULLY CEMENTED BETWEEN (ALT: RUBBER GASKET) GALV ROOFING NAILS OR I"x 1"x SHINGLES THAT OVERLAY LAYERS WITH PLASTIC I6 GA. STAPLES. THE FLANGE TO BE FIRMLY ASPHALT CEMENT FIELD INSTALL EAVE SHINGLES SHINGLES SHALL BE CLA55 "G" EMBEDDED IN PLASTIC ASPHALT GEMENT. METAL DRIP EDGE WIND RESISTANT OR BETTER STARTING AT BOTTOM AND WORKING TOWARD FACTORY INSTALLED SHINGLES DIRECTLY ON DECK WITH (4) FASTENERS PER SHINGLE PER ❑ MFR'S. INSTALLATION INSTRUCTIONS ❑ ❑ - 12 ROOF CLO SE -UP APPLICATIONS / VE N T P I P E A T A D D - O N E A V E JA ADD-ON EAVE INSTALLATION TABLE SHINGLES AND UNDERLAYMENT HOLD ROOF SHEATHING AND SHINGLES ROOF LOAD � BACK FROM OUTSIDE FACE OF 51DEWALL 20 PSF 30 PSF 40 PSF 60 PSF 80 PSF 3/8" SHEATHING (GRAIN PERPINDICULAR 10":. EXTEND UNDERLAYMENT OUT 24" TO MAXIMUM EAVE 24"24" 16" 16" 16" / TO TRUSSES) W/ 6d NAILS B 6" O/C 1 36" FROM THIS POINT (TO END OF FASCIA) PERIMETER, EDGES, AND FIELD. I AND FOLD BACK FOR TRANSIT. PROTECT PROJECTION MAXIMUM MAXIMUM MAXIMUM MAXIMUM MAXIMUM I UNROOFED PORTION W/ POLYETHYLENE J No. 8x2" No. 8x2" No. 8x2" No. 8x2" No. 8.2' DRIP EDGE PER SHINGLE MFR'R5. COVER FOR TRANSIT AND STORAGE. I x 3 LEDGER SCREWS SCREWS SCREWS SCREWS SCREWS INSTALLATION INSTRUCTIONS 'I � I r CONNECTION AT 8"O/C AT 8'O/C AT 8"O/C AT 6"O/C AT 6"O/C 131 7/16"x 131 7/16"x 131 7/16"z 131 No. 8. 131 No. 8x TRUSSES o I6" O/C I x 3 LEDGER TO RAFTER RAIL 1 (ALT: 24" O/C FOR 20 PSF ROOF ONLY) 1 x 4 RAIL 1.75"x15GA 1.75"x15GA 1.75"x15GA 2" WOOD 2" WOOD FASTENED PER TABLE AT RIGHT CONNECTION STAPLES STAPLES STAPLES SCREWS SCREWS NOTES: 2 x 6 EAVE 24" O/C 16" O/C 16" O/C 16" O/C 16" O/C I x 4 RAIL FASTENED TO FASTEN SHINGLES W/ 11/4"x 12 GA. BLOCKS PER TABLE AT RIGHT I GALV ROOFING NAILS OR I"x I"x BLOCK SPACING MAXIMUM MAXIMUM MAXIMUM MAXIMUM MAXIMUM I" x 24 GA. STRAP o EA. BLOCK I6 GA. STAPLES. W/ l/16" x I" x 16 GA STAPLES SHINGLES SHALL BE CLASS "C" I WIND RESISTANT OR BETTER FESS( pW ON4 EACHCH END OF STRAP Py (FyC I x 6 MINIMUM RAFTER RAIL �FQ`1`0 SOSE V`' Q� Fj 'yF Z x 8 FASCIA TO BLOCK W/ Qom, �Q. jO Fy (3) Ibd NAILS N0. SIDEWALL C0420 Z x 6 EAVE BLOCKS SPACED PER TABLE AT RIGHT Exp. 31-2000 Z x 4 BLOCKS BETWEEN EAVE BLOCKS e 48" O/C (EVERY THIRD BAY) FOR 16" CIVIL EAVE, AND 24" O/C (EVERY BAY) FOR IF OFCALIEOAN\P 1/2" HARDBOARD SOFFIT W/ 6d NAILS 24" EAVES. FASTEN 2X6 EAVE BLOCKS m 6" O/C PERIMETER, EDGE, 4 FIELD. TO EACH END OF 2X4 BLOCKS W/ (Z) 16d DRAWING ROOF CLOSE-UP ROOF LOADS®¢fa pp, SEAL. CAULK, ETC. JOINT BETWEEN END OR TOE -NAILED. FASTEN (ON-SITE) MAX. EAVE 20 P 30 PSF 40 PSF®���/ SOFFIT AND 51DEWALL 2X4 BLOCKS TO I x 3 LEDGER WITH PROJECTION '8 APPLICATIONS PER TABLE (3) X 2'/1" WOOD SCREWS. ADD-ON EAVE 80 PSF 80 PSF �w� DRAWN BY D. HOLT DAZE 2 -s -e5 DRAWN BY - DAIE S-35 AT RIGHT 8 ,11 HO 855-75 19101 855-2a00 ADD - O N E A V E D E T A I L 113 AFTER RIDGE BEAM BOLTING PROCEDURE 15 COMPLETED, FIELD INSTALL (2) LAYERS OF FELT OVER 4 EXTENDING 6" MINIMUM EACH SIDE OF RIDGE BEAM (2) LAYERS TYPE 15 FELT — FACTORY INSTALLED FACTORY INSTALLED SHINGLES ASPHALT CEMENT MOULDED AROUND PIPE AT FLASHING CONTACT SURFACE. (ALT: RUBBER GASKET) FACTORY INSTALLED VENT PIPE FIELD INSTALL RIDGE SHINGLES PER DETAIL /_A_�\ AND / -A-\ 5.30 5.10 VENT FLASHING - GALV. METAL OR MINIMUM 50• ROOFING MATERIAL. \ HOLE TO BE CUT THROUGH FELT LAYERS FOR VENT PIPE AS REQUIRED SHINGLES TWAT OVERLAY — THE FLANGE TO BE BEDDED IN PLASTIC ASPHALT CEMENT. HOLE MAY BE CUT IN RIDGE SHINGLE FOR VENT PIPE �❑ - 1❑ 12 ROOF CLOSE - UP APPLICATIONS / VENT PIPE AT RIDGE DETAIL JA NOTES: syr 1. THE ABOVE APPLICATION METHOD MAY BE FACTORY QpOFESSIppq� INSTALLED AT NON -MATING RIDGES. V�FQQ� DOSE Py 2. SHINGLES SHALL NOT BE INSTALLED ON A ROOF HAVING10 F9 A SLOPE LESS THAN 2 -IN 12" UNLESS THE MANUFACTURER NO. WARRANTS THE SHINGLE FOR A LESSER SLOPE. 3. SHINGLES ARE TO BE CLASS "C" WIND RESISTANT OR BETTER. ExO0 012000 4. FOR FASTENING SHINGLES, USE 1 1/4-x 12 GA. GALV. CIVIL ROOFING NAILS OR 1"x 1"x 16 GA. STAPLES. ROOF CLOSE-UP ®al APPLICATIONS VENT PIPE AT RIDGE 5 �� BY OAIE D. HOLT 12-28-54 S-40 ®� 19101 855-2e00 — — s SITE INSTALLED CHASE NOTES: EXTENSION, CHIMNEY EXTENSION AND TERMINATION. FOR MINIMUM t TEN FOOT RULE SUMMARY HEIGHT REQUIREMENTS REFER THE ,MINIMUM CHIMNEY HEIGHT ABOVE THE ROOF IS SPECIFIED FIREPLACE MANUFACTURERS BY ALL MAJOR U.S. BUILDING CODES. IF THE HORIZONTAL ' IN INSTALLATION INSTRUCTIONS AND DISTANCE FROM THE CHIMNEY EDGE TO THE PEAK OF THE '1 THE TEN FOOT RULE. SEE NOTES ROOF IS LESS THAN 10 FFET, THE TOP OF THE CHIMNEY MUST U AT RIGHT OF SHEET. BE AT LEAST 2 FFET ABOVE THE PEAK OF THE ROOF PER I FIG. A -A BELOW. IF THE HORIZONTAL DISTANCE FROM THE - I I I CHIMNEY EDGE TO THE PEAK IS GREATER THAN 10 FEET, A 11 I CHIMNEY HEIGHT REFERENCE POINT IS ESTABLISHED ON THE ROOF SURFACE 10 FEET HORIZONTALLY FROM THE CHIMNEY EDGE. THE TOP OF THE CHIMNEY MUST BE AT LEAST 2 FEET ABOVE THIS REFERENCE POINT PER FIG. B -B BELOW. IN ALL CASES THE CHIMNEY CANNOT BE LESS THAN 3 FEET ABOVE THE EDGE OF THE ROOF AT THE EGDE OF THE CHIMNEY. CHIMNEY R LES PEAK OF ROOF } - oz •' i FACTORY INSTALLED EXTERIOR ROOF FIREPLACE CHASE. (13'-(o" MAX. TRANSPORTATION HEIGHT) FOR SITE -BUILT CHASE.FOLLOW FIREPLACE MANUFACTURERS FIGURE A -A INSTALLATION INSTRUCTIONS. CHIMNEY 10'-0" PEAK OF ROOF 32 0 _z ROOF FIGURE B -B EXTERIOR FIREPLACErv� A 517E INSTALLED CHIMNEY EXTENSION 0 AND TERMINATION. FOR MINIMUM HEIGHT REQUIREMENTS REFER TO FIREPLACE MANUFACTURERS 2. THE 2' IN 10' RULE IS NECESSARY IN THE INTEREST OF SAFETY INSTALLATION INSTRUCTIONS AND �� AND DOES NOT INSURE SMOKE-FREE OPERATION. TREES. THE TEN FOOT RULE. SEE NOTES I I BUILDINGS. ADJOINING ROOF LINES. ADVERSE WIND CONDITIONS. AT RIGHT OF SHEET. o ETC..., MAY REOUIRE A TALLER CHIMNEY TO DRAW PROPERLY. pF10FESSIOpg1 SOS E P y F FACTORY INSTALLED CHIMNEY Fyc�yF <>0 `9 THROUGH ROOF WITH ROOF NO. FLASHING.TATI "MAXIMUM 00420 TRANSPORTATION HEIGHT./ EAP. 3-31-2000 CIVIL Srq(f OF CALIFORN\P ' DRAWWG 'SET-UP INSTRUCTIONS' d®io" FIREPLACE CIO A CMMNEY INSTALLATION 32ORAWN BY DATE D.HOLT 12-29-94 $-41®, INTERIOR FIREPLACE ES 1901 8552e00 — — s EXTERIOR WALL OF MANUFACTURED HOME CONNECT WASHER/ DRYER UTILITIES AS REQUIRED PER 5.50 OPTIONAL: 5/8" TYPE "X" GYPSUM BOARD MAY BE APPLIED TO EXTERIOR OF MANUFACTURED HOME AT GARAGE AREA ONLY W/ (od COOLER OR WALLBOARD NAILS OR 1'14" BUGLE HEAD TYPE "W" SCREWS AT l" O/C EDGES AND FIELD. (5/8" GYP. BD. APPLIED TO EXTERIOR OF HOME SHALL BE COVERED W/ MINIMUM 3 MIL. POLYETHYLENE SHEATHING TO PREVENT DAMAGE FROM THE ELEMENTS DURING TRANSIT AND SET-UP). 'r-- ---------------------� II II II II I DOOR BETWEEN HOUSE AND I GARAGE SHALL BE MINIMUM II 13/8" THICK SOLID WOOD OR II LISTED 20 MINUTE FIRE DOOR WITH SELF CLOSER. I I I I II II I ALL WALLS ADJACENT I I I TO HOME SHALL BE OF I ONE HOUR FIRE RE515TIVE I I CONSTRUCTION PER LOCAL I I I I ENFORCEMENT AGENCY I I 517E -BUILT WALLS II �I I� I I II II SITE - BUILT GARAGE II 11 II II I I II II I I --------------------- _ _ _ _ N C O 51 24'-0" MAXIMUM L OPTIONAL 517E -BUILT ENTRY IN THIS AREA PER DETAIL 5-50 am OTE: GARAGE SHALL BE SITE ONSTRUCTED PER REQUIREMENTS F THE LOCAL ENFORCEMENT AGENCY. VERIFY ALL MINIMUM ZES AND CLEARANCES WITH LC ENFORCEMENT AGENCY. 48 GARAGE,HOME SITE CONSTRUCTED Urt:NINCJ IU EXTERIOR SIDING ONE-HOUR FIRE WAL MANUFACTURED HOMEO OF MANUFACTURED HOME REMOVE ACCESS II Kil _ COVER TO SANITARY 11 REMOVE ACCE55 COVER TEE AND FIELD I I OVER WATER LINES, INSTALL WASHER ELBOW OFF OF FACTORY TRAP ARM, II W INSTALLED LINES AND "P" -TRAP AND [ II I F� DOOR FIELD INSTALL HOT AND STANDPIPE I I I I COLD HOSE BIBBS FOR I I 11 I I I ONE HOUR FIRE RESISTIVE WASHER II I I II I Q FACTORY INSTALLED I I 11 I II WATER LINES I I I I 11 II II FACTORY INSTALLED DOOR BETWEEN HOUSE AND NOTE: ENTRY/GARAGE SHALL BE SITE WASTE LINE, SANITARY {I - 13/8" THICK SOLID WOOD OR TEE AND VENT THROUGH t 11 LISTED 20 MINUTE FIRE DOOR ROOF I I 1 SIZES AND CLEARANCES WITH FACTORY INSTALLED I ELECTRICAL JUNCTION FIELD INSTALL WIRING S i BOX l"J"-BOX) FROM FACTORY 1 I INSTALLED "J" -BOX it J I TO WASHER AND/OR 11 1 DRYER RECEPTACLE 11 1 II I I II EXTEND FACTORY 11 I _ _ _ _ _ _ _ INSTALLED GAS II I PIPE AND FIELD II I INSTALL SHUT-OFF II I VALVE AS II I I_ I FACTORY REQUIRED FOR _ �R GAS DRYER WK d, GASINSTLINE NOTE: ALL FIELD INSTALLED ELECTRICAL, GAS, WASTE AND WATER LINES SHALL CONFORM TO THE REQUIREMENTS OT THE LOCAL ENFORCEMENT AGENCY. 1 PLAN VIEW / SITE - BUILT GARAGE 1 A 1 UTILITY CONNECTIONS 1131 PLAN VIEW / SITE - BUILT ENTRY AT GARAGE NOTES: t. GARAGE MUST BE DESIGNED AND CONSTRUCTED AS TO BE INDEPENDENTLY SUPPORTED FROM MANUFACTURED HOME IFREE STANDING). 2. THE DESIGN AND CONSTRUCTION OF THE GARAGE AND/OR ENTRY IS SUBJECT TO THE APPROVAL OF THE LOCAL ENFORCEMENT AGENCY. 3. SET-UP INSTRUCTIONS REOUIRE THAT THE GARAGE/ENTRY BE INSTALLED AS PART OF THE ORIGINAL INSTALLATION. 4. PASSAGE DOOR BETWEEN THE HOUSE AND GARAGE SHALL NOT COUNT AS ONE OF THE TWO REQUIRED EGRESS DOORS. 5. OPENINGS FROM THE GARAGE (INCLUDING PASSAGE DOORS). ARE NOT PERMITTED DIRECTLY INTO A BEDROOM. pP0 NO. COAZ077 Exp. 3 1.2 0 CIVIL r\[ OF r.AUFORN�P DRAWING "SET-UP INSTRUCTIONS" SITE BUILT GARAGE /ENTRY ,FA DRAWN BY DALE "-50 qw D. HOLT 01-03-95 J p0®p)Eg Urt:NINCJ IU EXTERIOR WALL OF MANUFACTURED MANUFACTURED HOMEO w HOME'==:F -� _ ENTRYI FIELD II I INSTALLED I I ENTRY W ALL WALLS ADJACENT I F� DOOR TO HOME SHALL BE OF -I w ONE HOUR FIRE RESISTIVE II Q CONSTRUCTION PER LOCAL Q ENFORCEMENT AGENCY II II l7 DOOR BETWEEN HOUSE AND NOTE: ENTRY/GARAGE SHALL BE SITE GARAGE SHALL BE MINIMUM CONSTRUCTED PER APPROVAL 13/8" THICK SOLID WOOD OR OF THE LOCAL ENFORCEMENT LISTED 20 MINUTE FIRE DOOR AGENCY. VERIFY ALL MINIMUM WITH SELF CLOSER. SIZES AND CLEARANCES WITH LOCAL ENFORCEMENT AGENCY. PLAN VIEW / SITE - BUILT ENTRY AT GARAGE NOTES: t. GARAGE MUST BE DESIGNED AND CONSTRUCTED AS TO BE INDEPENDENTLY SUPPORTED FROM MANUFACTURED HOME IFREE STANDING). 2. THE DESIGN AND CONSTRUCTION OF THE GARAGE AND/OR ENTRY IS SUBJECT TO THE APPROVAL OF THE LOCAL ENFORCEMENT AGENCY. 3. SET-UP INSTRUCTIONS REOUIRE THAT THE GARAGE/ENTRY BE INSTALLED AS PART OF THE ORIGINAL INSTALLATION. 4. PASSAGE DOOR BETWEEN THE HOUSE AND GARAGE SHALL NOT COUNT AS ONE OF THE TWO REQUIRED EGRESS DOORS. 5. OPENINGS FROM THE GARAGE (INCLUDING PASSAGE DOORS). ARE NOT PERMITTED DIRECTLY INTO A BEDROOM. pP0 NO. COAZ077 Exp. 3 1.2 0 CIVIL r\[ OF r.AUFORN�P DRAWING "SET-UP INSTRUCTIONS" SITE BUILT GARAGE /ENTRY ,FA DRAWN BY DALE "-50 qw D. HOLT 01-03-95 J p0®p)Eg GARAGE GABLE TRUSS 2 x 3 MIN RIDGE ROOFING MATERIAL, OVER (2) LAYERS 51TE-BUILT "CALIFORNIA" OR CONVENTIONAL 2 x 6 OF 12 CONT. SUPPORT PURLINS TYPE 15 FELT (OR EQ.), OVER 5/16" OR FILL FRAMING OVER FRAMING RIDGE BOARD AT 48" O/C (BEYOND) 3/8" COX PLYWOOD 24/0 INDEX WITH MANUFACTURED HOME FACE GRAIN PERPENDICULAR TO 5/8" TYPE "X" GYP. SIMP50N "LU26" 5.55 FRAMING W/ 6d NAILS AT 6" O/C EDGES, BD. FLOOR TO J015T HANGER 12" O/C FIELD., ROOF SHEATHING VALLEY SHINGLE APPLICATIONS _ \ INSTALL PER 5.30 pR 5.31 ROOF LINE 71.40 rr- __ _____ _____________�� MANUFACTUE 2x3 FLAT5 AC __ w v p I I I 2x4 RAFTERS I I to p fl-----------------------17 GARAGE TRUSSES 5.55 AT 24" OIC OR CONVENTIONAL 2x3 SUPPORT POSTS I I FRAMING ANY PASSAGE DOOR AT 40" O/C. MAX. ALONG u- I I T - "CALIFOR IA" FILL •11 FROM HOUSE TO GARAGE SHALL BE IjiB" EACH 2x4 RAFTER FRAMING PER I I SOLID WOOD OR LISTED 20 MINUTE 55 1 FIRE DOOR W/ SELF CL05ER 16 �_-� --- I I = _ _ _ — T-- _ _ _ _ SECTION / CALIFORNIA FILL IB w _ _ _ _ _ _ _ _ _JI E Q 5.55 I I ROOFING MATERIAL, OVER l2) LAYERS 2 x 6 OF '2 CONT. RIDGE BOARD i I I ALL WALLS ADJACENT TO TYPE 15 FELT (OR EQ.), OVER 5/16" OR X I I 1 MANUFACTURED HOME 3/8" COX PLYWOOD 24/0 INDEX WITH (3)]2d NAILS TOE-NAILED Q I I I SHALL BE OF ONE-HOUR FACE GRAIN PERPENDICULAR TO AT EACH RAFTER TO RIDGE i I I I 51TEiBUILT I CONSTRUCTION PER LOCAL FRAMING W/ bd NAILS AT 6" O/C EDGES, 9 (0 I GARAGE 1 ENFORCEMENT AGENCY. I 12" O/C FIELD., . (4) loci NAILS OR (6) l/16"x 2'/2"x 1 FOR ADDITIONAL A I 2x3 FLATS I6 GA. STAPLES FROM 2x3 SUPPORT w I INFORMATION SEE 1 5.50 AT 24" O/C POST TO 2x4 RAFTER I 1 2x4 RAFTERS L------------ 2x4 RAFTERS AT 24" O/C AT 24" O/C NOTE: 24'-0" MAXIMUM GARAGE SHALL BE SITE 2X3 MIN SUPPORT POSTS (2) 10d NAILS OR (5) loci SITE-BUILT GARAGE CONSTRUCTED PER THE AT 40" O/C MAX. ALONG (3) 1/16"x 211/2"x 16 NAILS REQUIREMENTS OF THE EACH 2x4 RAFTER GA. STAPLES (TYPICAL LOCAL ENFORCEMENT 2 x 3 MIN RIDGE (TOE-NAILED) EA. END) AGENCY. SUPPORT PURLINS (2) 12d NAILS OR AT 48" O/C (3) l/I6"x 2'/7"x 16 128 GA. STAPLES (TOE-NAILED) 12 PLAN VIEW / SITE - BUILT GARAGE JA ELEVATION / CALIFORNIA FILL FRAMING 1C 5/16" OR 3/8" COX PLYWOOD UNDERLAYMENT NOTES: ROOF SHEATHING 24/0 bd NAILS AT 6" O/C ROOFING MARTERIAL T. GARAGE MUST BE DESIGNED AND CONSTRUCTED AS TO BE pROFESS10Nq EDGES, 12" O/C NDENTLY FROM MANUFACTURED HOME FIELD — — — (FREEINDEP STANDING). `�Q�� SOSEPly Q� QQ`l, (4) 10d 2. THE DESIGN AND CONSTRUCTION OF THE GARAGE O 2X4 RAFTERS NAILS OR IS SUBJECT TO THE APPROVAL OF THE LOCAL N0. AT 24" O/CENFORCEMENT AGENCY. 004207 2'/7"x I6 GA. G � 2X6 DF • 2 STAPLES 3. SET-UP INSTRUCTIONS REOUIRE THAT THE GARAGE BE * RIDGE BOARD INSTALLED AS PART OF THE ORIGINAL INSTALLATION. E-c) (2) 10d NAILS OR a. PASSAGE DOOR BETWEEN THE HOUSE AND GARAGE SHALL CIVIL l3) 1/I6"x 2�z"x 16 GA. NOT COUNT AS ONE OF THE TWO REQUIRED EGRESS DOORS. sjq(fOFCALIF�Ra\P STAPLES (TOE-NAILED) ROOF LINE OF 5. OPENINGS FROM THE GARAGE (INCLUDING PASSAGE DOORS(. MANUFACTURED HOME ARE NOT PERMITTED DIRECTLY INTO A BEDROOM. 2x3 FLAT 2x3 SUPPORT POSTS DRAWING "SET-UP INSTRUCTIONS" HOOF LOADS AT am" o/c MAX. ALONG SITE-BUILT 20 PSF EACH 2x4 RAFTER GARAGE 30 PSF8 E_% it DRAWN DY DATE D.HOLT 1-5-95ATTACHMENT —55 DETAIL D NOTES' �~ NOTES NOTES 1t. X ` K 1310 87- 3 It _3_rVThe aitacd Fit _ , g, , ,a ; t 1 � -- f 6� requirements mus# be co tip,> as specified and approved by CAR cz A LI— b 3 o �} 31 a ads ��� 47„sf ci9 a: 010 1333.x3 T ED' Cy Lp` TatA LE �. BUS COUNTY SUILDINGDEPARTMENJ PP'ROVE ' T� ON&WAY IS MMa f �RoAc AN b °' J�Ro M TtfE fN�tCSEcTt oN 'air NuP EToN - SWEDES Fes' r SWeEDS r-,L*T FtAADI A 119"�#1;3iW�Il ld�lFhit�i9� t �k i d i it I Pf %.pr` _ _ �, ,,u,�:2 a � _ . ,.. Nm �¢��iff�aliiiLiN�tnawni, 111. t,, i // rSy} W +r�'ivvt t v r .:S riv:,v,•i i• .i +/,.•:Y}:v:: v:0. .. £J ... i v .Fi. v YA'f?4}.iv.. .. '.f. .v. ..+..•. M.v.. .}:H '+ Mo He Manufacturer:D /,s1�" ` `' Manufacture Year:` If other than single wide, furnish Setup Model,rNumber L 25' Calfs Width�(ft.)`Lerigth:...,(ft) Tagalong:.or Expando Size (ft) On all mobilehomes manufactured after October, ,7, 1973, furnish manufacturer's installation manual and structural setup"sheets:`" FOOTINGS: Wood pressure treated or foundation grade[ ] Other: SUPPORTS. Concrete block[ �] "Other: Provide Tie Down Specifications for'all Mobilehomes: MULTI WIDE J *xx VAN a SAMMalmo 9410NOSO S "A"a +<E i s c $'i t S- X �s y{� i tt a: Fis s Y. 3 l an Us' Noll, 5 Y } i i SO ' - ---.+.,,..arn.ewvwbwhpeFmygrn=-+ero-cxa.u..4'..u:.,,m.. t t, .... r---.. r' ��+m..emwxat^�m'mimrt-^-r_ jj P•.raw++.«wn....�.+.,..--•------ _ .._ _..