Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
065-290-014
..... . ......... 065-,290-014- -','PERMITO-0135 STEELMAN,7Loren 1049-72 B MOORE, Lance jam'&s'. 14773 Magnolia Dr. ,,Magal'*a Cont: Executive Hom6s- PH, on Perm, Fnd. Ex Site Lot 33 # 1095 Magnolia Magalid.0 "Dilif. Contr: Poulson & sons Inc. T.04- 2 (Roof over Mobile H ome) L5z 0 '1 0 2 :;- RESIDENTIAL 065-290-014 PERMIT#98-0135 MOORE, Lance James PERMIT NO 14773 Magnolia Dr., Magalia Cont: Executive Homes - PERMIT EXI MH on Perm Fnd Ex Site--�(�r. 9' OWNER I CONTR. ASSESSOR PARCEL LOCATION THE HCD FORM 433A FOR THIS MH CANNOT BE RECORDED UNTIL ONE OF THE FOLLOWING HAVE BEEN TURNED IN TO THE BLDG DIV: "UE (2) STATEMENT OF FACTS(ONLY WON NEW MH'S) INSPECTOR TO VERIFY SERIAL & LABEL #'S L 2 C Wit- ,�3 r 143 4/ /0y' 5'67r ,,Temp. Power Pole Called P i DETACH FOR SERVING UTILITY Temp. Elec. Address Called P GAS 'Meter By Date t Temp. Gas S ' ELECTRIC Meter By Date 7 h Called Pt t JOB FINALED (Date) Signature -007 f ✓ = .OK O Not OK Not Applicable = Not Ready Date XNDERUOR (Plans) OK except #'s ningSetbacks-Easment IoodSlope Ftg., Main; Soils-Elec. d. -/hip Ftg. Depth 3. Ftg. Garage; Soils-Steel-Elec. Gmd/ P Ftg. Depth 4etgq. Porches & Decks; SoilsSteel-/ P Ftg. Depth >Stemwalls, Main: Steel-Blockouts-Wrapped 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+Rng-Test-2 Way C/0 -Sewer Test 10. UF. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists Vents-Cdppies 15. Access & Ventilation. 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'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 , € 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 Fastners-Bond Gas & Water 28. 2 Appliance Circuts in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size/ / ga Cu or AI 30. Range Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or AI Insulated Neutral 0 Yes 0 No 31. Service -Riser Conductors & Ground -Main Disconect 32. Equip. Clearances Panels-Motors-Mech. Epuip. ' 33. Clothes Closet UghtShower Light -Spa Light 34. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Fumance-Vent Access -Comb. Air-Retum 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 (Plans) 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 RESIDENTIAL- (Single & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr: Ties-Purtin-riff 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 Hgt. & 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-Conector- In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove. Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance 73. Elec. Outlets & Recepticales at Kit. Counter a 74. Garage Fire Door; Swing -Landing -Closure .r 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 (G.FI.)-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 0 Yes 0 NoANalks 0 Yes 0 No/Planters 0 Yes 0 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 Throught House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/0 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: V=OK _ 0 = Not OK Not Not Ready MOBILE HOMES /f.� mg Requirements - Setbacks - Easements pecial MH Support Sketch �6. Gas; Location -Test -Wrap; (-ttft. r /Nat kx/ /'L-tL/ /LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zuni equirements- Setbacks Easements 2. ngs; Size -S5 ' arriage Line as; MH rKWahe-Connector F'QQ4 4. Electricity; MH Test-Drossovemareakers-Clearances 5. Drain; MH Test-FalWlex Connector 6. Water, MH Test -Regulator -Connector 7. Water and Sewer Connected -D/0 to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert 10. E)its; Insp.-Sketch Occupancy 1 ertnanent Foundation Only: L lcense Decal �1 Date L Card B-1 6,5Date Card B-1 Date Card B-1 Date Card B-1 W MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; SoilsSiz--0 thSpacing-ConnectomSteel 3. Decks; Girders and/or Joists-Decking-BracingStairs-Baits 4. Wood Awn.; Posts-Beams-Ritrs.-Donneckn Shthg.411g.-Bracing 5. Alum. Awn.; Columns-ConnectionsSplice-Decal-Endosures 8. Carports; Windows -Doors 7. Electric 8. Fmrg.; Sils-AnchorsStuds-Ritrs•Trusses 9. Siding; Nailing-VeneerStucco-Mesh 10. Root. Shthg-Roofing 11. Ext; Steps -Doors -Landings 12. Braked Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'a 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.; Pod Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip.4-leater 8. Elec.; Grounding; Equip. w/S Circulating Equip. -Pool Lghtg. Boxes-Endosures-Panelboards-Ins. to Main in Conduit 9. Flealth Department Approval 10. Plumb.; Cir. Te"ater Supply Test 11. Lkht Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 COUNTY OF BUTTE -DEPARTMENT OF DEV,ELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, �alifarnia 95; 65 - Telephone 916 538-7541 PERMIT NO. (Rev.12/96) i APPLICATION AND PERMIT �-�" �l-- = ASSESSOR PARCEL NUMBER ' ZONING IN BUILDING PERMIT OWNER 730-873-0198 LANCE -TA-MRS MOORE OWNER'S MAILI�G4773SMAGNOIA DR. MAGALIA, CA 95954 SO. FT. OCC. BUILDING VALUATION /8/16 CONTRACTOR'S1XCUTIVE HOMES TELEPHONE30891-6992 CONTRACTORS MAILING ADDRESS 3042 ESPLANADE CHICO CA 95973 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS ' Total Valuation is 7 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 265.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 00 BUILDING ADDRESS 14773 MAGNOLIA DR. ' Energy Plan Checking Fee $ $ MAGALIA, CA 95954 PERMIT FEE $ 308.50 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome T Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 15 , Q Each as water heater or vent 15.00 TYPE OF WORK New j] Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: MOBTLE HOME ON A PERMANENT FOUNDATTON Gas piping system 1 - 5 outlets 15.00 15.0 Building sewer 15.00 15,Q Mobile Home IS I GI WT- @20.00 PERMIT FEE S 65.00 ' ELECTRICAL PERMIT Fling Fee 20.00 EOOV OR UES: Main Service 200A OR LESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that 1 am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license isLn full force and effect. I Q 1 1 �` L (`, License Class Lic. No. L � l -, 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. ❑ 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' ompensation insurance carrier anq policy, number are: Carrier Main Service To 46.00so CCU000A NEW CONST. DWELLING OCCUP. S° DWE200ALLING OR ADDNS. & ACC. BUDS. 3.50FT. NE NON -R SIIDT ANCI CIRCUT @7.50 POWER APPARArus 8 SINGLE 0'T CIR. OUTLET OR FIXTUREs 20 @ 1.00 Ex. Occup.BAL p .50 Ex. Occup.ouTE, AEs,o.°R 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 FEE $ Policy Number L (The above sections nee 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. y} Xq��,r Date �O�'t _ Signature of Applicant - ❑ Owner Contractor nt An OSHA permit is required for excavations over 60" ep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ ,UE HAZ. D. FE IMP/ V FLOOD CDF C 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. _ B zl Datep7?�p PERMIT EXPIRES ON Date ReceiptNo. jLqq =77 ' WHITE-D.D.S.-B.D. CANARY- SSESSO PINK-INSPEC OR GOLDENROD -APPLICANT M TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E`.H. USE ONLY Plot Plan Attached Floor Plan Attached B Sent to B.D.- Z/ I -7 l -577 t,�Zmce- M-Oelie, 14721 /V64« -6a. D6S- 490 - 0l4- Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for R n(Oca_ d/d r,4A7- ~/7//e w1'1 -K new Hold final for: Final clearance O.K. for: NOTE: a -m Flenr-- o&14 1-22-98 Envirunmental Health Specialist Date 8/96 . � ^'•TTL � �{W Mal,{'{ +ror^trn:Ta^7 �.eT`-i'r I •.^ . +• lr,r+ .� .. „, r"i ,'R �Y6�,�V COUNTY OFBUTTE- DEPARTMENT O llP•. ENII nT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVIL) B, RN1A 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION,1 DATA SHEET . OWNER: L,eic,_ MOy4v ASSESSOR PARCELNUv�IBER: � �' 9 0- ProposedBuilding Use:K/Ie--, 3611- Building Inspector: Date: 113015,(s At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: LKI / V 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. ---------------------------------------------------- - 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans.-------- 135.'Engineered truss details and layout in duplicate, (required prior to plan review) No faxes! ------------------ '06, Energy ----------------- '06,Energy Design Compliance and supporting documentation. ---------------------------------------------------- F, ❑ 7. Statement, of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- 118. Hazardous Material Form. ------------------------------------------------------------------------------------------ • ❑ anufactured Home data and installation instructions including Tie Down Specifications.------------------ Feesof $--��-`-�--------------------------------------+{------------------- - G X1'1. Impact fees as shown on the attached schedule. ------ 15r _---a-�-L=---------------------------_66 Kalifornia Department of Forestry plan approv S. -- - ---`--`--------------------- ❑ 13. Flood elevation certificate. ----------------------- ----------------------------------------------- /�4. Sanitation and plot plan approval LK V Health Department. ------------------------------------------- ❑ 15. City of Chico plumbing permit. ---------- ' ❑ 16. Plot plan and business license approval from the City of Biggs. -----------I----------------------------------- ❑ 17. Planning approval for (A) Use: (B) Parking:' -------------------------- i ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ------------------------ 111. 9. --------------------- ❑1.9. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- ❑20. Pre -inspection for required Request to Building Inspector on (Date) ❑21. Contractor's license information. (Number, Name Style, Classification). ---------------------- ------------- 022. Workers' Compensation carrier and policy number. ----------------------------------------------------------- ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- 024. Letter of signature authorization.-------------------------------------------------------------------------------- , ❑ 25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- ❑26. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑ 27. Manufactured Home utility clearance. -------------------------------------- ------------------------------------ ❑ xisting vio tions and/or expired permits. ---------------------------------------------------------------------- 433 A, Grant Deed,TitleSC pec o C.D $------------p— �/� �[� ❑ 30. Other: ------ you issue the t fro ss as follows ❑ Mail to owner, []Mail to contractor. X�Ta hone ' �" and hold for pickup at e /.//L office. ❑ Deliver with inspector. Applicant: Z_X- L—Date: cl C1 g Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ O Date: By:. 1. Index permit application for the above items numbered: ?i ❑ Plan Check List 2. Additional items re ed l;t° tir Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail,,o Building Division counter, by Date: r .• Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone', ❑ mail, ❑ B it Sion ounter, by Date' Plans reviewed by: Date: Plans approved by: Date: - ,' Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P..folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. i i� �... +.i' " -v.A`1 ^"•� 3i""��'i .+ `t'i r'tf 1�. '_R►A Yr+`+#t ryi 5 P87i.lLY rirj`ii+:ii'.r:..: f ,Y ii� ' r$ `�eCi`;SCJ. 't LY+ 11 A lt i7'{ .K�:.4.'Yt.-1%Fw"' "'1rv+•«.�."..r�7gtt_'r•4.s'1"^ � v v! 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 �—•.S . %�►�vA-c— PROPOSED BUILDING USE •e, �'� s T � '6 51r e . �1. BUILDING PERMIT FEES -- Balance Due ................ $ . -- Additional Tees Due ........... $ -- Additional Fees Due ............ $ 01�/2. Revised Plan Checking Fee ....... $ SCHOOL DISTRICT FEES • O U S o (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $ Q )r 'p'u: 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 $425.00 (paid at Building Division) 0/_7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) y 8. WATER TENDER FEES (Battalion !t ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) DATE REC # DATE REC jla, 2c-Y '"'".`'J6�`+!•`.„'*'l,{�..',f+!pM,^,?!t'n,r.yary�'n •a.•e.�;,.� .. 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE C C l Original -Owner Copy -Building Div. (Rev. 12/96) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, Caljforriia 95965 - Telephone (916) 538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBERi 20N BUILDING PERMIT OWNER L� Or TELEPHONE 3-13 SO- FT, OCC. BUILDING VALUATION QWNEWS MAILING ADDRESS T �y $ CONTRACTOR'S NAME TELEPHONE -� a CONTRACTOR'S MAILING ADDRESS `I Fireplace CONSTRUCTION NDER UNKNOWN Total Valuation LENDER'S MAJLIIJG ADDRESS Filing Fee $ 20.00 Permit Fee 53( 1/;— $ L570 ARCHITECT OR GINEER Pr LICENSE NO. Plan Checking Fee $ I ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDI G ADDRESS _ - 1 PERMIT FEE $ ' Q Pp _ g-CP �\� 1 t vG G 1 PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Water piping 15.00 / Each gas water heater or vent 15.00 ' USE OF STRUCTURE SF ❑ Duplex ❑ MobilehomeX Other SPECIFY Gas piping system 1 - 5 outlets 15.00 / - • Building sewer 15.00 Mobile Home S G IW @20.00 TYPE OF WORK NewX) Addition y�❑�Remodel Lob' ❑ Utilities ❑ Installation ElOther ElContractor Describe Work: 'f e (- Y\ PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 eQ �/ ( �d / A i J �/ I 1 Main Service 601V OR LESS ( 200A OR LESS ) 23.00 Main Service ( 200A TO t000A ) 46.00 NEW CONST. DWELLING OCC P. OR ADONIS. ( a ACC. BLDS. ) s0 3.51 FT. CONTRACTORS LICENSE LAW 14 are under penalty of perjury (check one) I am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full forcgand effect. License No. t py Ci,Ssk� Classification ((�� ❑ I, as the owner, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) ❑ I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) El am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI.OUTLET NON-RESID. ( BRANCH CIRCUITS ) @7.50 POW Ffl APPARATUS (a SINGLE OUTLET CIA. ) Ex. Occup. ( OUTLET OR FIXTURES ) 20 @ 1.00 BAL. .50 D OR FIXED (RES Ex. Occup. (OUTLETS IRESID.1 EA. ) UT S.00 Temporary Service 23.00 Mobile Home Facilities \120.00 1-0 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): �❑ /This permit is for $100.00 (valuation) or less. Y"' have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. ❑ 1 shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this perrryt will be revoked. PERMIT FEE $j — Contractor MECHANICAL PERMIT Filing Fee- --20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence o!A granting of this permit. X Date ` Q�Lq Signature of Applicant 10 Owner Contractor ❑ Agent An OSHA permit is required for xcavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ coNIsr. TrPE TOTAL FEES (� - 5'� 7 HA2. °. FEES IMP FLOOD CDf 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 lDe te/ �I U G/ V � Receipt No. l wHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT �-�r <yr/;aw� �rYo2r. nsc-7�tp.,i o N, �wP .1:,v^ 8� #.'�N3r' it t.�iv�"" ai ;�''��`sri'`� C-r�1+^fsq' C,• .n P7..: -- .-• �s i.j ., , . . • . BUTTE COUNTY SCHOOLS IMPACT PEtCERTIFICATION FORM (One form per Building) r School District Building Department No. C Y A.P. Number I - of - y Jurisdiction: City County 'Owner Property(. Location/Address / 7-� /47 Property Subdivision Lot No. Residential Development Sq. Footage No of Living Mobile Home Addition (Group R) Units Installation lZe/01GL �jr/f�-�,i1 fv�r�cY Commercial/Industrial Sq. Footage New Addition (Including Exterior Roofed Areas) �7 V7? Z) . Buildi epartment Representative Date/ urroor mans reviewea Dy acnooi urstnct rersonnei) District Identification No. School District certifies that + r' (Applicant) /1/773 (Street Address) (City) has complied with the requirements of Resolution No. f (1/1 representing / ' square feet. School District (State) (Phone Number) Code) by payment of $ IFiB2926 $ ULL MITIGATION $ 2 Date 0 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 (school district) feeform.xis 12/97)dmm r 14 And when recorded mail to: Building Division 4250 #7 County Center Drive 98-00 Oroville, Ca. 95965 FEB 0 41998 NOT COMPARED WITH ORIGINAL DOCUMENT AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT ...�.;; FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited -to herbicides, -pesticides, and fertilizers.. and from the pursuit of agricultural operations including, but_not limited to cultivation. plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established' agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessan. farm operations. All that real property situate in the County of Butte. State of California, described as follows: Lot 33, as shown on that certain Map entitled, "SIerra Del Oro Estates Unit No. 1", which Map was recorded in the Office of the Recorder of the County of Butte, State of California, August 23, 1958 in Map Book 30, at pages 47, 48 and 49. Date:__ �-9 9� 4ncL RTY OWNERS: Q � e J/ Moe IIti •� personally appeared 1A A A ?I persona v, known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribcdio the'. , within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies);,ind-that by �= executed t1hch nrstrumensignature(s) on the instrument, the person(s�l.i�l �i�l�ilcnilit�IlusonFbehalf lorlmu uch the z �crson s);actcd � WITNESS my hand and official seal. t7 ,CIA ' RAL D WENDY M: AUER, Q NOTAnY PUNL,IC - CALIFORNIA Q COUNTY OF BUTTE iy x 'Signature � e 1 Imy Commission Exp1me February 1a; 19083 illuanunnn/munminluunnnlunnuulwtuwlan A.P.# pyo -10 "•� .. �. "* RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DMSION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 COPY of Document Recorded 04 -Mar -1998 1998-0008116 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. LANCE JAMES MOORE REAL PROPERTY OWNFRAESSOR 14773 MAGNOLIA DRIVE MAU-LIG ADDRESS MAGALIA, BUTTE, CA 95954 CITY COUNTY STATE ZIP SAME INSTALLATION MAU-ING ADDRESS, IF DIFFERENT CITY COUNTY STATE ZIP SAME UNIT OWNER Gf also property owner, write 'SAME') MAILING ADDRESS 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 1 5 530 538-7541 ING N TELEPHONE NUMBER 3/3/98 SIGNA OF LOC AGENCY OFFICIAL DATE EX13CUTIVE HOMES DEALER NAME (if not a dealer sale, write 'NONE') 92081 DEALER LICENSE NO. CRT mu—r WATa 9t UNIT DESCRIPTION FLEETWOOD 1908 CELEBRATION 450-3B MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAME/NUMBER CAFLW17A/B20892CE12 52'X27' RAD 1049677/1049676 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIAILABEL NUMBER(S) REAL PROPERTY LEGAL DESCRUrnON ASSESSOR'S PARCEL NUMBER A.P. # 065-290-014 Lot 33 as shown on that certain Map entitled, "Sierra Del Oro Estates Unit No. 1", which Map was recorded in the Office of the Recorder of the County of Butte, State of California, August 23, 1958 in Map Book 30, at pages 47, 48 and 49. HCD FORM 433(A) REV. 8/91 WHITE - Counry Recorder CANARY - HCD PINK - Applcam GOLDENROD- Building Dept. 1 STATE OF CALIFORNIA BUSINESS, TRANSPORTATION AND HOUSING AGENCY aro► DEPAR'T'MENT OF HOUSING AND'COMMUNTTY DEVELOPMENT v DMSION OF CODES AND STANDARDS Wo'r REGISTRATION AND TITLING PROGRAM^� STATEMENT OF FACTS NEW UNITS PERMANENT FOUNDATION w This unit is a: CE Mobilehome 0 Commercial Coach 0 Floating Home ID Truck Camper Decal (License) No.(s) Trade Name C4?'.11ebrc&or-, Serial No.(s) C p+ F= L- W t-1 A C.1�►F L w V1 s THE ABOVE DESCRIBED UNIT HAS BEEN PLACED ON AN APPROVED FOUNDATION SYSTEM IN ACCORDANCE WITH 18551 OF THE HEALTH AND SAFTY CODE I/We further agree to indemnify and save harmless the Director of Housing and Community Development, State of California, and subsequent purchasers of said unit, for any loss they may suffer resulting from registration of the above-described unit in California, or from issuance of a California certificate of title covering the same. We certify under penalty of perjury that the foregoing is true and correct, Executed on t . _ h1 QD (2,ft (Date) (City) (State) I Printed name(s) City_ _tel 1 C� . State_ _.�. HCD 476.6 (REV 9191) / RECORDING RBQUES ED by % BIDWELL TITLE AND ESCROW COMPANY Order # 2-180367 AND WHEN RECORDED MAIL TO James Moore 14773 Magnolia Drive Magalia, Ca 95954 AP# 06S-290-014 96-00,5* "1-005049 198-00504e 98-0050491 Rec Fee I IHF Recorded I Check Official Records I County of I Butte i Candace J. Grubbs I Reoorder I 9100am 11 -Feb -98 I 8WTC JrA%;b AnUvn71nIJ LIN1S 14UK Interspousal Transfer Grant Deed (SXCW15W FROM aeAPPaayu, UNDER CAUFORNtA CONnTrvnON AlmQ a 13 A f l irr. SEq.) THO FORM PURNkq= 6Y BIDWELL TMjg & SSCROW COMPANY This is an Ittterspousal Transfer and not a change in ownership under § 63 of the Revenue and Taxation code and Grantojr(s) has (have) checked the applicable exclusion from appraisal: ❑ A transfer to a trustee for the beneficial use of a spouse, or the surviving spouse of a deceased transferror, or by a trustee of such a trust to the spouse of the trustor. ❑ A transfer to a spouse or former spouse in connection with a property settlement agreement or decree of dissolution of marriage or legal separation, or ® A creation, transfer, or termination, solely between spouses, or any co-0wners Interest. ❑ The distribution of a legal entity's property to a spouse or former spouse In exchange for the lnterest'of such spouse in the legal entity in connection with a property settlement agreement or s decree of dissolution of a tnaniage or legal separation. ® Other: This is as bonafide gift, NO CONSIDERATION FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Kelly Moore, Spouse of the grantee herein a married woman. -s usg A. 00 2.00 10.00 PH 2 hereby GRANT(S) to James Moore, a married than as his separate property. the following described real property in Magalia County of Butte State of California: . SEE TBE ATTACHED SCHEDULE C FOR LEGAL DESCRIPTION The grantor is executing this instrument for theu relinquishing all of the grantor'a rights, title and interest, including, not limited to any community property interest in and to the land described herein and placing title in the name of the grantee as his/her separate property. This conveyance establishes separate property of a spouse, R & T 11911. Dated: February 6, 1998 State of California County of L]t�-L I SS. ZA It el y mo e on before me, the undersIgNcd. a flotary Public in and for said state personally appeared r Personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose natne(a) Islam subscribed to the within JODIE FINATO . instrument and acknowledged to tee that helshe/they executed the same in COMM. / 1115313 his/her/their authorized capacity(les), and that by his/her/their signature(s)N OTARY PUBUC-MFORNIA N on the instrument the person(s) or the entity upon behalf of which the COUNTY OF BUTTE CJ person(s) acted executed the Instrument, Comm. Eltokn Nov. 3. loco WITNESS my hand and oflicial s Signature (ibis area for official notarial seal) MNL TAX STA'I')rIVIf1Y'I's Same Above . n Address or location of unit: Legal Description of Real Property: BUILDING PERMIT NUMBER: 98-0135 14773 MAGNOLIA DRIVE, MAGALIA A.P.# 065-290-014 Lot 33, as shown on that certain Map entitled, "Sierra Del Oro Estates Unit No. 1", which Map was recorded in the Office of the Recorder of the County of Butte, State of California, August 23, 1958 in Map Book 30, at pages 47, 48 and 49. (x) Mobilehome/Manufactured Home () Commercial Coach Has been affixed to the real property above by installation on a foundation sytem pursuant to Health and Safety Code Section 18551. Owner's name: LANCE JAMES MOORE Owner's address: 14773 MAGNOLIA DRIVE, MAGALIA CA 95954 INSIGNIA OR HUD NUMBER: RAD 1049677/1049676 SERIAL NUMBER OR V.I.N.• CAFLWI7A/B20892CE12 MANUFACTURER'S NAME: FLEETWOO YEAR: 1998 OFFICIAL APPROVING INSTALLATION: rA DATE: 3/3/98 ONE: (530) 538-7541 H.C.D. 513C 4 •• CDF FIRE SAFE REQUIREMENTS Te -0/ 3 S nAmkf- L4_r11c_A:_ AP# PERMIT # NA14E 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. [ 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 appurtenant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. [ ] 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [ ] 1. -No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- i00 feet radius; 2 feet to those from 100-200 feet. [ ] 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 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 a feet along its entire length. Page 1 oaf -3--. 0 65_,2_1-( `f qk- p 13.�__ lycodAY_ zh-n/l� AP # PERMIT # fNAME [ ] 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. 1273.1 1, 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. [ ] 1. All parcels 1 acre azzd larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from ull property lines and/or the center of the road. �J 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. [�] 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction )r f= -gal inspection of a building permit. Page 2 of 3 ' C; A. G e - z� - j � 9�-v i3 r AP # PERMIT # Other Requirements [Y] If Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves NAME [ ] 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 spri:lkler system per NFPA 13D - Glass area not to exceed 1_0% 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 Name: C L_ r 2. Assessor's Parcel Number:—OU- — a Q — 01 y 3. Installer's Name: FX C r Qe- ±hmQ C 4. Is the site currently under permit? Yes[ ] No[)d Permit No. 5. Is the site an existing site? Yes[xJ No[ ] (If yes, furnish two plot plans). 5 6. What is the electrical rating of the mobilehome? I ®O Amperes. 7. What is the mobilehome site circuit breaker rating? Ii00 Amperes. 8. What is the electrical rating of the mobilehome site? 'ot Amperes. 9. Is the main service remote from the mobilehome site? Yes[ ] NoD(] If it is, what is the rating? Amperes. 10. Is there any other electric load to be served by the mobilehome site electric service (i.e. well, garage etc.)? YesV] No[ ] If yes, please identify the load and size: 3 p 411,0 a) The mobile home site: Load- Amperes- /©(� b) The main service: �O Load- Amperes - 11. Type of gas service at mobilehome site: Natural[ ] Propanek<j None[ ] 12. Size of gas It 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? l S (ft.). 14. What is the mobilehome gas demand? 'Al /' B.T.U.* *(This information is not required if the pipe lengtW is less than 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 �Uv`1 uTTF 0OUNTY May 1995 Q y M.H.I.- 2 Mobilehome Manufacturer: FlPtp 41,, iry Manufacture Year: G If other than single wide, furnish Setup Model Number: -- ?� Width: ''-1 (ft.) Length: t) a (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: FOUN,Pd fi/V41 SUPPORTS: Concrete block[ ] Other: Provide Tie Down Specifications for all Mobilehomes: Pier Footings Sizes and Location SINGLE WIDE MULTI -WIDE Line 1 JLnie 1 Line 2 Line 2 ......................................................................................... Main Beams ........................................................................................ine 2 Line 2 Line 1 Line 3 Line 2 ....................................................................................... Main Beams Line 2 Line I ................................................. ine 5 Tag or Triple ine 4 ine 1 Line 1 Piers: Size minimum: r I x Spacing maximum: ` From ends -maximum: IV j` Line 2 Piers: Size minimum: [,Z ] x Spacing maximum: ` From ends -maximum: ` Line 3 Roof Loads: Size minimum Location (from front): Line 5 Roof Loads: Size minimum: Location (from front): Line 1 Openings Size minimum: [ ] x [ ]. Each side of openings with width over: ` Line 4 Piers: Size minimum: [ ] x [ ]. Spacing maximum: Aj,` From ends-maximum:I C I j` f a. ,:; I , t —, 1'5�j . >;ELF 11 ACO-.- N=Mat r.Pft--X- _y h2V-_S taS beer PIE P jr t Uo ZON= s LOAD 4 Tp_= PCs - (Les) .40 'o"oe W.;), 2C*E mini ooumyy .f - J- 1500 2A k 70'6430 MM OgbAF4W-N c A >;ELF 11 ACO-.- N=Mat r.Pft--X- _y h2V-_S taS beer - F 4 < � 4t� (L L2203- 10404 79.1 90 PIE P jr t Uo ZON= s LOAD 4 Tp_= PCs - (Les) .40 ka. UPA-pr W.;), 2C*E mini ooumyy .ol.,%-j J- 1500 2A k 70'6430 MM OgbAF4W-N - F 4 < � 4t� (L L2203- 10404 79.1 90 s=— Ezc-. A!nsc AA iii (Las! UF, -UF - 7800 IA 2-V 2;2 SOL .4500 .?-Ai 7-C-- i 4 iSOCO 3 Tf 7 18400 4 1 r.7 = Uixma 64100 5 iCez- 3300 6 e:r 3e 28! 32 1 PIE P jr t Uo ZON= s LOAD 4 Tp_= PCs - (Les) 3WL:- i�;:C! ka. UPA-pr W.;), 2C*E s=— Ezc-. A!nsc AA iii (Las! UF, -UF - 7800 IA 2-V 2;2 SOL .4500 .?-Ai 7-C-- i 4 iSOCO 3 Tf 7 18400 4 1 r.7 = Uixma 64100 5 iCez- 3300 6 e:r 3e 28! 32 1 PIE P jr t Uo ZON= s LOAD 4 Tp_= PCs - (Les) MAD 1400 1A ka. UPA-pr mini ooumyy .ol.,%-j J- 1500 2A k 70'6430 MM OgbAF4W-N c A s=— Ezc-. A!nsc AA iii (Las! UF, -UF - 7800 IA 2-V 2;2 SOL .4500 .?-Ai 7-C-- i 4 iSOCO 3 Tf 7 18400 4 1 r.7 = Uixma 64100 5 iCez- 3300 6 e:r 3e 28! 32 1 -'-30 =PLAN -- I 7� PIE P jr t Uo ZON= s LOAD 4 Tp_= PCs - (Les) MAD 1400 1A ka. UPA-pr 32 32 .ol.,%-j J- 1500 2A k 70'6430 'S - S c -'-30 =PLAN -- I 7� ,,SENA BY:HOUSING GROUP 6- 9-97 ; 9:06AM Fleetwood Enterprises, Inc. ` 3125 Myers Street, P. O. Box 7838 Riverside, California 92513.;1638 (909) 351-3500 June 9, 1997 Allan Lemley District Sales Manager FLEETWOOD HOMES OF CALIFORNIA 18 N. County Rd. 101 Woodland, California 95776 Dear Allan: FLEETWOOD ENT.- 919168918753;# 2/ 8 #OVA7-13 �-P4r, vis -Z90 -o 4 This letter is to confirm that Fleetwood Enterprises, Inc. has given FLEETWOOD HOMES OF CALIFORNIA in Woodland, approval to modify the FLEETWOOD ENTERPRISES, INC. MOBILE HOME FOUNDATION SYSTEM Drawing numbers X--PR-62 and X -PR -65 as specified in the attached letters dated June 9, 1997. This approval expires June 9, 1998. I am sure this provides the information you need; if I can be of additional assistance, please contact me at 909-351-3882. Sincerely EETWOO TE ISES, INC. • Ornella V. Atwell, P.E. Senior Engineer Housing Group No. 43665 r m e Exp( �TFOF aNT BY:HOUSING GROUP ; 6- 9-97 ; 9:060 ; Fleetwood EnterpriseF, Inc. 3125 Myers Street, P. 0. Box 7038 Riverside, California 92513.7638 (909) 351-3500 June 9, 1997 Old i ■ .0 u ' 4 FLEETWOOD ENT.- 919168918753;# 3/ 8 OVA7-14 The following applies to the Exterior Foundation Details of the FLEETWOOD ENTERPRISES INC. MOBILE HOME FOUNDATION SYSTEM; drawing number MHW 401; X -PR -65; expiration date 10/12/97. In the above drawing the ALTERNATE FRONT END WALL DETAIL shows that the Front Cross Member is to be fastened to the foundation wall with 1/2"0 M.B. ® 4" o.c. This dimension should read'4 0„ o,c• In addition, in the same detail, the connections of 8d nails 0 6" cc should read, 8d nails 0 6" .cc or 41 -cc for 25 psf wind. FLEETWOOD ENTERPRISES, INC. ORNELLA V. ATWELL, P.E. Senior Engineer Housing Group /vb 4 No. s F m Lxa•98 Fleetwood Enterprises, Inc. 3125 Myers Street, P. O. Box 7638 Riverside, California 92513-7638 1909) 351.3500 June 9, 1997 Mri H s.. - ! ' , OVA7-15 The following applies to the FLEETWOOD ENTERPRISES, INC. MOBILE HOME FOUNDATION SYSTEM Drawing numbers X -PR -62 and X -PR -65. FLEETWOOD ENTERPRISES INC. allows the use of concrete blocks in place of the indicated metal pier supports or the 4 X 4 wood post shown on the MATING LINE DETAILS and INTERIOR PIER DETAILS on. Drawing numbers X - PR -62 and X -PR -65. In addition, FLEETWOOD ENTERPRISES, INC. allows the use of a maximum 6" high concrete stem wall at the perimeter footing of the WOOD FOUNDATION SYSTEM (X -PR -65); when the stem wall is used, the length of the 1/2"0 anchor bolts must be. increased to insure a minimum 7" bolt penetration into the concrete footing. See the attached drawings for details. EETWO NT S, INC. ORNELLA V. ATWELL, P.E. Senior Engineer Housing Group attachment A No. 3 66 r n page 1 of 5 SEDT BY:HOUSING GROUP 'I 6- 9-97 ; 9:07ANI FLEETWOOD ENT." MATING LINE 919168918753;# 5/ 8 CONCRETE FOOTING 2 x 6 x 8' BLOCK WITH WITH FOUR *4 REBARS; SHIMS FOR TIGHT FIT LENGTH OF REBAR TO BE 6" x 8" x 16" min. 6" LESS THAN FOOTI NG MASONRY BLOCKS DIMENSION 136 12" min. DEPTH AND WIDTH PER TABLE I 2 x TREATED WOOD PAD MATING _LIME PIER DET�iL� Jr THESE DETAILS ARE TO BE USED IN CONJUNCTION TO THE REQUIREMENTS INDICATED IN THE FLEETWOOD ENTERPRISES INC. MOBILE HOME FOUNDATION DRAWINGS X -PR -65 AND X -PR -62, page 2 of 5 SENT BY:HOUSING GROUP ; 6- 9-97 ; 9:08AM ; FLEETWOOD ENT.-, 919168918753;# 61 8 MATING LINE CONCRETE FOOTING 2 x 6 x 8" BLOCK WITH WIN FOUR -04 REBARS; SHIMS FOR TIGHT FIT LENGTH OF REBAR TO 6E 6" LESS THAN FOOTING 6" x 6" x 16" min. DIMENSIONMASONRY BLOCKS 12' min. .a. '°. ' � . ''� • a ?'. n .� .n min. L� DEPTH AND WIDTH PER TABLE I (ALTERNATE FOOTING DEPTH AT MATING LINE) a B NOTE; THESE DETAILS ARE TO BE USED IN CONJUNCTION TO THE REQUIREMENTS INDICATED IN THE FLEETWOOD ENTERPRISES INC. MOBILE HOME FOUNDATION DRAWINGS X -PR -65 AND X-PR=62. Poge 3 of 5 SENT BY:HOUSING GROUP STEEL MAIN RAIL, 6- 9-97 ; 9:09AM ; 0 FLEETWOOD ENT.- 919168918753;# 7/ 8 CONCRETE FOOTING 6min. �: a. a , o:► . DEPTH AND WIDTH PER TABLE III ( CONCRETE BLOCK ALTERNATE) WOOD WEDGE OR $HI M WEDGE TIGHTLY 6" x .8" x 16" min. MASONRY BLOCKS 2:x TREATED WOOD PAD (OPTIONAL) If�TERIOR :PIER ATS EEL MA.Ibi HAILS r THESE DETAILS ARE TO BE USED IN CONJUNCTION TO THE REQUIREMENTS INDICATED IN THE FLEETWOOD ENTERPRISES INC. MOBILE HOME FOUNDATION DRAWINGS M—PR-65 AND X -PR --62. page 4 of 5 SENT BY:HOUSING GROUP a 6- 9-97 ; 9:09AM FLEETWOOD ENT.- 919168918753;# 8/ 8 WOOD STEM WALL .CONCRETE STEM WALL b" max. 7" min, b., •S ANCHOR BOLT MINIMUM PENETRATION INTO CONCRETE 1/2" DIAM. ANCHOR BOLT 'CONCRETE FOOTING SIZE PER X - PR- 65 NOTE: THESE DETAILS ARE TO BE USED IN CONJUNCTION TO THE REQUIREMEItiT9.• INDICATED IN THE FLEETWOOD ENTERPRISES INC. MOBILE HOME FOUNdo Igr4 DRAWINGS X -PR --65. page 5 of 5 J /`f773 1nA6A),oc.r A-- Z. APPROVED /II��}-" 14 Your local Fleetwood Homes Retailer is:,. - Butte County Environmental Healtlbb EXECUTIVE HOMES f _ i_= 9 v _��// 3042 Esole�lade Date Environrrtental Heaith Chico, CA 95973 _/ 1 ____ JAN 1 41999 If your local retailer is not indicated, Signatur� Chico, California call Fleetwood Homes toll free at FLEE�"WG�D® 1-800-688-1745 Fleetwood Enterprises, Inc, a Fortune 500 Compony (NYSEE:FLE) CNP:WR:BR 10/91 DDB S �S APPROVED /`f773 1nA6A),oc.r A-- Z. APPROVED /II��}-" 14 Your local Fleetwood Homes Retailer is:,. - Butte County Environmental Healtlbb EXECUTIVE HOMES f _ i_= 9 v _��// 3042 Esole�lade Date Environrrtental Heaith Chico, CA 95973 _/ 1 ____ JAN 1 41999 If your local retailer is not indicated, Signatur� Chico, California call Fleetwood Homes toll free at FLEE�"WG�D® 1-800-688-1745 Fleetwood Enterprises, Inc, a Fortune 500 Compony (NYSEE:FLE) CNP:WR:BR 10/91 DDB -3V610N y:�r Y 09 ,n '7 nt/1S.1X2 � r i � � I J q,RAOW3V -PV 1 19t-) C-) Ovi.t ��,t,�► I Y� 1 ,r F MA i4 odd �!� uuoij u � �w� u®{�►� • � � S �0� , � ..ajun si 41 pija se�+u1}. nQ, 9°i N4 uu Ov. 1 ` g � f �uued u(".4e.t o +u tla(I I* uo. . Jo se Up"O hese is."� .Eos ua suo1+040 `� u u© �•. �.. .�t $1 41 pup so Q } 9 . 4.Q.G Aq p p3Aoidde pug sn 0 dWoo u � ;,�.Lu s3uo bei spt3 Re438P e4 'Ol Vl4H3AO 3AY-3 'ld G d 110=! _Ld3aX3-u-4-awdinm CINd S3d1'1lontNlS ziO N`J3-lG 33 IINHS 3; °!-Ili3lM3G adOU BHI !NOHd -JA - 0-5 ®N" 53�1lI AJ..H3dOad k3�H 3Hl WG�id 'L•� W CINV 3015 3Hl WOUA :40 )"Ove Ls d •S.LNgjjj438V3 IIV d0 uV3I0 38IIVHS SONVHHEIAO 1N3Wdln "-i GNV sgunlOHu1S .33x., ONl4f1 w"I a ev eJr4PUr)lS � d�llr }anus payjulp iad �+C suoll puna gjiM pe,,ua+:a o- r pa:4iwgns sp paAoidd,: [_] v•�NQ r S r �s sols kHIS380=:10 '_Llj3rl dlibt� S90� l� -� >>��ll�� .P no —i S/ 14 3A &(f 1 u1Hd S6f is INTRODUCTION THS DRAWINGS LHON FOUNDATION DErAL a WHICH ARE APPLICABLE TO HOMES PRCUUDED BY SUBSIDIARIES OF FIEERWOCD ENTERPRISES, INC. THE FCiC1t DAATION PIAN SHORN IS GENERAL AND IS TO BE ADAMM TO MEET THE SPECIFIC HOME BEING INSTALIFD. THE FLOOR PIAN FOR THE HOME IS I NM IDED IN THE TELE NICAL INSTALLATION MANUAL PROVIDED WITH EACH KI'T. THE MANUAL, FLOOR PIAN AND THESE DETAILS MUST BE USED TOGETHER TO ESTABLISH DIMENSIONS AND LOADS FOR THE FG MaZ7ON. ii MM THE WORD "MAX." IS USED WITH A DIMENSION, ANY DISTANCE UP TO BUr NOT EXCEEDING THE DDIE NSION MAY BE USED. SEVERAL ALTERNATE CCNSTRI.JCTICN METHODS ARE SHOW. ANY CCMBINATICN OF ALTERNATES MAY BE USED FROM WITHIN THOSE FOR THE DESIGN LOADS APPLICABLE TO THE CONSTRUCTION SITE. FOL MTICN SYSTEM DETAILS USED SHALL BE COMPATIBLE WITH LOCAL SOIL OONDI- TIOS . THESE DESIGN DRAWINGS ARE SUPPIEMEN'TAL TO THE TECHNICAL INSTALLATION MANUAL. DETAILS AMID DIMENSIONS OF OTHER TYPES O' FULINDATIONS IN THE MANUAL ARE NOT APPLICABLE TO THIS DESIGN. DESIGN BASIS: - U4IIROS7 Burma >G CODE CHAPTER 29, 1988 ED. - 70 i 80 MPH WIND SPEEDS EXPOSURES B i C. - 20, 30, 40, 60, 80 and 120 PSF ROOF LIVE LOADS - SEISMIC ZONE 4 ENO WgLc S/GL A/VC,4/d,QS N7.4X. O.P/ SiMVSONM.4S SEE FGoo,cr ALAN Folz LENCjT/S' of J'/ouSE rb6=0~MAX. C/3E oA/DW.QLL IFF T/0NOET,,44/G3 L -o'4 �Ii STE L FRAME - - - — — - - - - E �/2 ' o;WAX, TYP. //✓T,SR/oR I I sPAc/ OA/ /VovSE P/ER�6EE OZ7A ii �I ❑ Cl II I I 1"TYJo/c4L MA riJ✓GG 8 I Jo/EQSfrdBE GE 7 A/4 5) E3 E3 6 MgAt, I --------------J I 4TY.zi� x I g I 8 � 2Xyc ce/•�aGEs- CENT6.LEG> G/V I NE MHT//✓y t✓n/E, /V�'/L �r4/✓.�L TO — - r� - - - /�t/TE ¢/�/E O/�3TW L SL/p�O,QT Nei /G /�/4 s/•�E'W.QGL siLL A//c yG.�s SSE Fc ooJ4 �c.QN Fo.¢ .gyp/N G.//\/.0 UC-T.4/L %2 "¢ BST b'-o"o • c MAx, GOC V r/o A/ Ck-W 6N7.Q0O Q, o e Ir Z B R 5- W/A/D YO OA S//✓/o.5on/ MA S 4Z '-4) C, -57AX , o,C' 3�oyo.C• f0.¢ 25,os.�' W/NO SECTion/ A- A - S,BE ��SioBln/,¢L,L, ,cou,VdgTion/ lJETA JL 5 " GENERAL NOTES: sEGT/oN - /3 - s,E5 "ENO W,9LL ,Oc..'✓NOgT/oN v.EYA/L S '� 1. Contractor shall verify site conditions and all dimensions prior to starting work. Notify owner of any discrepancies. 2. All work shall conform to the requirements of this design and of the building code adopted by the agency having jurisdiction. 3. Design loads followed shall be consistent with the roof live bad, wind load and seismic zone as established for permanent buildings within a specific local area. 4. The ground surface adjacent to the home shall be sloped away from the structure with a gradient of at least 1/2" per foot for a distance of 6' or more. Provisions shall be made for drainage to prevent accumulation of surface water. 5. Provide an 18" x 24" access crawl hole to under -floor area. Provide under -floor area ventilation of a net area of not less than 1 square foot for each 150 square feet of under -floor area. Cover vent openings with corrosion resistant wire mesh not less than 1/4" nor more 1/2" in any dimension. TABLE II COLUMN MIN. REQUIRED NUMBER* PIER CAPACITY 1213 2350 2 22 31 32 42 3250 3 4 23 33 43 5000 b,24 6250 6,50 7500 7 25 26,27 9 00 8 10000 9 11000 MAT/i✓C, L/'VB 2 -/6& Obi=NA/LS 2xGx,$"BLocJ� Y✓rrirssrrMg ,�o/z Ti,r3NT .Ci T, 2X6X�" �/z_/bdTGENA/LS M/A.G BGoG,C x6, M/N, ,oG sT(Con/ST2uc1-/o.V n 3M/N.(f - +�/y' 2EB4RS X !o " GESS 7A, 4A SE ,cool//✓y D/MEnlS/o.t/ TABLE I TABLE RIDGE BEAM PIER FOOTING SIZE COLUMN ALLOWABLE SOIL BEARING PRESSURE NUMBER* 1000 PSF 1500 PSF 2000 PSF 2 16"x 22" 16" x 15" 12"x 15" 3 24" x 22" 16" x 22" 16"x 17" 4 24" x 29" 16" x 29" 16"x 22" 5 30" x 29" 24"x 24" 16"x 27" 6 30" x 35" 24" x 29" 24" x 22" 7 36"x 34" 24"x 34" 24" x 26" 8 36•' x 39" 30" x 31" 24" z 29" 9 36" x 44" 30" x 35" 30" x 26" 12 16" x 20" 24" x 9" 12"x 13" 13 46" x 20" 24" x 9" 12" x 13" 22 24" x 16" 16" x 16" 12" x 16" 23 24" x '23" 16"x 23" 16" x 18" 24 30" x 25" 24" x 21" 16" x 23" 25 36" x 26" 24" x 26" 24" x 20" 26 36" x 31" 24" x 31" 24" x 23" 27 36" x 36" 24" x 36" 24"x 27" 31 24" x 18" 16" x 18" 12" x 18" 32 24" x 18" 16" x 18" 12" x 18" 33 24"x 29" 16"x 29" 16"x 22" 42 24" x 16" 16"x 16" 12" x 16" 43 24"x 22" 16"x22" 16"x 16" 50 30" x 33" 24" x 28" 24" x 21" - AppucaDie commn numoers are snown on floor plan for specific house being installed. M.477/NG TL/.V.E L- Zx/- NA/L ToGEtJ,•/E/Z An10.oLoo,,E W/TN /6 d N,•9/L S, A O'o.FeVEO . TOT.4 d- CtiP,4 c/TY IF► G ecx✓P pc.� 7;4B4.E ZZ' ,CoQ /ATE 6 M/y III �15E'NOMi�/AL : 1C 7;e.5c7B4O `✓c+C,0 op oTrwa e AO�RoVO/7,4Tt Fjq (S/ZE f'E� TiL7/9GE= FOR ,A/F ROG/L q7 G�OLG/M/V N/c,) e /2 �M/N, To F/N/ShJ o,Q NAT,"/RA.L CjRA06- T-- � GAVEL fi5� oR 4=1.2.4 VEL GA -,4 p u - .4TE0BRIE = �+/✓1> NOT S�JAG - L.E,2 T//...cN ///,�' Cv.44/NS �LAC•EG 7'b .o/LaV/DE 300o P S,F B.E,4.¢/N!y C.•q�,q C/rv, /ti/7"E2 /0A `/ER ©E TA /Z_ 5 6. Mating line piers shall be located directly below ridge beam support columns. Support post e1/e q eN s/O o a eq /L column locations are shown on the floor plan of the house by I l Column numbers are /'/t J X fi /V2'/X /L C also shown on "Mating Line Pier Detail." J T W .61dNA�ES -v C7i%-F,' 7. Refer to the Technical Installation Manual for ridge beam pier and main rail pier locations and tt x y ,t jr v, PosT loads. When spacing shown in the manual is less than shown here on, the manual shall be followed. 8. Mudsill anchors shall be installed within 12" of each end of'll nd STCEG FRAME MA/A/ /eA/L WooD VYEGG�a 6,e IIVEO4E 77 Cr //7-L Y, /& S 7z=EV ''4 /L 2 EA CN EiVO T. of Poi 2X6 X G".�/iN.�T/ZEATBO� si a at a spacing shown on the foundation plan. Mudsill anchors may be 1/2" dia. bolts or Simpson Strong Tie MAS. Anchor SE E bolts shall be embedded 7" into concrete. TABLE e -o veraET' �ooTE 2 9. Stem wall may be bulk after house is in place. IZI 10. Concrete shall be 2000 psi minimum at 28 days. /NO/V/O4/,44 C eDA/C Q ETE Ga 2 /�Ase,v.,e y PiF/2 5 S,4/Q LG /oR o%C-Gr 11. Reinforcing bars for concrete shall be deformed bars meeting ATSM A-615, Grade 40. Lap all A7' LEAST g'/ ABG VE EX Po5 E0 Cy eoc%V o zlAjl_ E SS T yE eo4 [/M AJS bars 24" minimum. Z>.e POS TS INy/ci/ 7*.24S47,C 0 INCI�v. 12. Lumber material shall be Douglas -Fir or Hem Fir, Standard or better. 13. Plywood shall be minimum 3/8" C -C exterior. 14. Each piece of lumber or plywood less than 6" above finish grade shall be preservative treated and shall have the following information permanently affixed: a. Identity of company doing treatment and date of treatment (month and year). b. Symbol for the type of preservative used. c. The American Wood Preservers Bureau quality control trademark (Report No. AA -517). d. The fetters "TSO" specifying "Treatment Service Only" where applicable. e. Proper grade markings to identify the species and grade of wood for stniclural purposes by an approved grading agency. f. AWPB-FDN (Identifies authorization under this report.) 15. Where lumber is cut after treatment, the cut surface shall be brush -coated with not less than 3 percent solution of the same preservative used in the original treatment, or shall be field treated in conformance with AWPA standard M4-80 using 5 percent solution of pentachlorophenol, copper naphthenate containing a minimum of 2 percent copper metal, a 3 percent solution of ACA, CCA, types A, B or C, or a 5 percent solution of FCAP or ACC, or creosote in conformance with AWPA standard M4-80 paragraph 1.511. 16. Fasteners in preservative -treated wood shall be approved silicon bronze or copper, stainless steel or hot -dipped zinc -coated steel conforming to Section 25.1717(a) of U.B.C. Standard No. 25-17. Hot -dipped zinc -coated nails may be used for crawl space construction where polyethylene sheeting is applied to the below -grade portions of the exterior wall. Zinc -coated fasteners shall be coated after manufacture in the final form, Including pointing, heading , threading or twisting as applicable. Electrogalvanized or mechanically plated nails or staples are not permitted, nor are hot -dipped zinc -coated staples. Framing anchors shall be of hot - dipped zinc -coated A-446, grade A, sheet steel conforming to U.B.C. Standard No.27-1. 17. All lumber and plywood required to be preservative treated shall be pressure treated in accordance with the American Wood Preservers Bureau Standard AWPB-FDN. Quality Control Program for Softwood Lumber, Timber and Plywood Pressure Treated with Waterborne Preservatives for Ground Contact Use in Residential and Light Commercial Foundations - 1980. 18. Obtain from local building authorities the exposure type (C or B) and wind speed (70 mph or 80 mph) applicable to the foundation site. With these values, find the required Wind Design Pressure in the table below. Use the Wind Design Pressure to determine the required footing Ai U.B.C. 1988 EDITION WIND DESIGN PRESSURE P.S.F. WIND EXPOSURE SPEED B C M.P.H. 70 15 20 80 15 25 mens ns. X-pp-nrr 11 n/07 -- /-STEEL F,4A ME W.EGO BOLT, 0,�2 CLAM/a f'iE.e 7o A-24 1A.1 Z O/L A RRle.&4 L/,E0 HER o'4v,4<J7'V III ��'�/•-• t l BASE -/VO O CR :0X T.QE- /. ATEO Wo00 oTH.E,Q V.EO MATER/,4 L , ) n (si ZE PER TA B L B IMI o� ,ice cvQ 'VAT_49"'aQ L t'eA.1DE <arLAVCL EASE= c',C4/ss/Ev STo vE ///2'JMgX' O P raRgVEG Cj.e40c/ATEO /6�/To3V. "', cCoA'¢SE NANO NOT SMALG,E,C' THAN///6 / �i.eA/.VS PL4cE0 TO PRoV/DE 3000 /ASF B6.4R/ti/$ 5.41OAc/7y1 .. TABLE III FOOTING SIZE - INTERIOR PIER* ON - CENTER PIER ALLCMEI E SOIL BFARING PRESSURE PIER SPACING IDM 1000 PSF 1500 PSF 2000 PSF 6' 2132# 24" x 13" 12" x 18" 12" x 12" 8' 21348# 24" x 17" 24" x 12" 24" x 12" 10' 3553# 24" x 22" 24" x 15" 24" x 12" 12' 4264# 1 24" x 24" 1 24" x 18" 24" x 14" *FOC7TING OF OTHER Dn-IEMICNS WITH = AL, OR GREATER EARTH CONTACT AREA MAY BE USED. A�7AT/N�y L/it/E N�L}it/!,!L,4c Tv2El7/ERS S/lgGG •BE e-/STEO ,L}NO 4.44_4,60 BY AQ V A.4i0,20VEO AgENcy, �-- 6d AIA/45 @e�//o, C, �Bd NA/L5 SEE .QP/ G,E CaETq /L a ol. D. o 2 - 4' 1:/- 2--,94A4_ ('Co Vr✓/VG/O.c/S) —1,-2 a syo(SEEN r /g j cE G e.q//v f�f3d /VA/GS � �"o,C, oR /i"o.c, FG.Z 25�SFW/n/o • Ja,E?E'✓S.u.xE T.26'ATEO FO/�ivd•QT/cJV G/ZAOE -+ G/4AOE r,.SEB NOTE /g,� f /-8d NA/GS /STAJ,VLESS STE.EG) @ �" oG, O,¢ �['/o.c. G/2 25PSFW/Nva, %2 � ¢S <1/✓GNG,K BGGT3 w�M/N• 7" EM(3E•OMEN% FGVZ 26 JoS,oWin/O -5 =i= /p/L/ ,4 - A - T y/.�/< 4 Z_ S/OE ZIV,4 L L T,'r.D A/ r/SE .En101N/�RGG CUoT/Nrj O/MEn/.5/ONS F02 L115T �'-O" O,� E'.4 C// /VOTE ; ALL M/fi/LS ,gELGIN Cj2 AO.E S///JGL B-- .STA /N LE 55 STEEL 3/B 'M/Xl, PGy!/VOOo W/T//FgCE G.2/a/N h'oe/Zo/✓T,gG SEE No TE/3� 8d 'V-4 /4 5'* 4'/o, C. 0'e /'Z'/o. c. �i�Fo.¢ 2sJos� w,.vo, M..4/.V ,B.q/L I))��j7-P,eESSURE 7,e.F.4 T.EO FO ,,V.IAT/ON T4A0E EM/4SEcT /L) /2 M/N. —Bd NA/LS C_- (o 11o.C. O.e /4J'o. C. ' T 4 %A/ BOLTS w/TN 1'12IA4 7'/ sE�7'/v,✓ B - B - 7"Y.�/G •4 e- I,' ,4 c- 4 1=7C e.l,i' l_> -4 7-/ <�:, 2 x 5 -7,1AA B/LA C B /-tf' o, C, MAX, GQ/¢g„O,C,, Fo/ 2S/ SX W//✓i /6d NA/GS@ /6"o, C. o Q /_' d N,4/GS O -Z /�O. <. 2 X 1/1000 TR /M GO/VNBGTO,Q ,4 4 71 R T .E GL e= 6 C Ta I-AA/EG S # S.EE NOTE /8 ie - /re d A/•4/LS 2x 3 Na//v, 7-/.E 3 - � A/A/c.s ,ST,4JA/LES,S STEEL %2"0 rq,4, @ /"/'o,C, sc'/.t 4 ,0 OR 14 4 -C ecMT .4 [. 7-6.'ZN.4 TE 7- _—/yL>AG E _DET -A /4. iAlA64. 4>E7Ale– r'�/oE WALL 4:-A14.Y •E X T� , i' le -3 ' .� c c%�/Ci.[S r ✓ 3rd ✓ C��T.4 /.L5 IC45TEN PLATES S VV,7/•v 2- /4.d /V.o/L5 (7- Y.,--,) .S45TEME/G6 BELouv ---,e,4 4)-- 3rTgLL F'E STA//VGE5S STEEL 2-//o"AIA /L.5 /bdNgJLS @ //- �a.c, iVA WIN II II /t/oTE; c/L/,oio'c..E: SF.4 c/,V.cy M,4 Y B•E 2,9" a, c, vV/T.r/ %p NPGY WooD ,�NL7 V✓,C�GG F'd2'+4/✓I/N S/M/L,{ae IN/Tf/DUT O.cF6.�T .Ccssem/./ oA 7-/ <;)4_1 -5 y sTE• A-7 _ S 4- ,c V,4 77/ c> n.1 "'111 crt ptur» and specivicatiorm (MUST .opt on the job at ag times and it is unlawful :,suite any changes or alterotions on same withou! vritt'en permission from the De))nrtmont of pnu° ENDWALL FOOTING DOS'IENSIONS it WIND MAX. HOUSE DESIGN ROOF DIMENSIONS (MIN.) LENGTH PRESSURE LOAD (S) D'• T" W" 40 15 PSF 20-80PSF 12 12 12 40 15 120 16 16 12 40 20 20-120 16 16 12 40 25 20-120 18 18 12 52 15 PSF 20-80PSF 16 16 12 52 15 120 18 18 12 52 20 20-120 18 18 12 52 25 20-120 18 18 18 66 15-20PSF 20-BOPSF 18 18 12 66 15-20 120 24 24 14 66 25 20-120 24 24 24 I APprowl dont ,.of ourhonZe or appr*"•e any omasw,b, i pyy=l: from regt,—e,." of apollcoble State low, -d repuloNhim, . i g Sure of C044 -nm bay Deporwnem of Housing and Community DevlN/rnw0 Or CODES AND STANDARDS I € P BY - - -- --- --- Dotexo'l 41 pE a R 1�---- - I - t V ---- - € A t ,h '1►itN on ;R 11rOv0 1 E7gD;fR:� .�. az= TITLESNTJrF- # p MOBILE HOME 411)FO MWION SYSTEM rAOE N is- e DRAWNAlNp, REV DATE A/ ID{(i zz FLEETWOOD DwTE:R, -.ra,_ Mw401 M� i a LNTLLIRl.43.'S. f..'C APO; — - r� - - - /�t/TE ¢/�/E O/�3TW L SL/p�O,QT Nei /G /�/4 s/•�E'W.QGL siLL A//c yG.�s SSE Fc ooJ4 �c.QN Fo.¢ .gyp/N G.//\/.0 UC-T.4/L %2 "¢ BST b'-o"o • c MAx, GOC V r/o A/ Ck-W 6N7.Q0O Q, o e Ir Z B R 5- W/A/D YO OA S//✓/o.5on/ MA S 4Z '-4) C, -57AX , o,C' 3�oyo.C• f0.¢ 25,os.�' W/NO SECTion/ A- A - S,BE ��SioBln/,¢L,L, ,cou,VdgTion/ lJETA JL 5 " GENERAL NOTES: sEGT/oN - /3 - s,E5 "ENO W,9LL ,Oc..'✓NOgT/oN v.EYA/L S '� 1. Contractor shall verify site conditions and all dimensions prior to starting work. Notify owner of any discrepancies. 2. All work shall conform to the requirements of this design and of the building code adopted by the agency having jurisdiction. 3. Design loads followed shall be consistent with the roof live bad, wind load and seismic zone as established for permanent buildings within a specific local area. 4. The ground surface adjacent to the home shall be sloped away from the structure with a gradient of at least 1/2" per foot for a distance of 6' or more. Provisions shall be made for drainage to prevent accumulation of surface water. 5. Provide an 18" x 24" access crawl hole to under -floor area. Provide under -floor area ventilation of a net area of not less than 1 square foot for each 150 square feet of under -floor area. Cover vent openings with corrosion resistant wire mesh not less than 1/4" nor more 1/2" in any dimension. TABLE II COLUMN MIN. REQUIRED NUMBER* PIER CAPACITY 1213 2350 2 22 31 32 42 3250 3 4 23 33 43 5000 b,24 6250 6,50 7500 7 25 26,27 9 00 8 10000 9 11000 MAT/i✓C, L/'VB 2 -/6& Obi=NA/LS 2xGx,$"BLocJ� Y✓rrirssrrMg ,�o/z Ti,r3NT .Ci T, 2X6X�" �/z_/bdTGENA/LS M/A.G BGoG,C x6, M/N, ,oG sT(Con/ST2uc1-/o.V n 3M/N.(f - +�/y' 2EB4RS X !o " GESS 7A, 4A SE ,cool//✓y D/MEnlS/o.t/ TABLE I TABLE RIDGE BEAM PIER FOOTING SIZE COLUMN ALLOWABLE SOIL BEARING PRESSURE NUMBER* 1000 PSF 1500 PSF 2000 PSF 2 16"x 22" 16" x 15" 12"x 15" 3 24" x 22" 16" x 22" 16"x 17" 4 24" x 29" 16" x 29" 16"x 22" 5 30" x 29" 24"x 24" 16"x 27" 6 30" x 35" 24" x 29" 24" x 22" 7 36"x 34" 24"x 34" 24" x 26" 8 36•' x 39" 30" x 31" 24" z 29" 9 36" x 44" 30" x 35" 30" x 26" 12 16" x 20" 24" x 9" 12"x 13" 13 46" x 20" 24" x 9" 12" x 13" 22 24" x 16" 16" x 16" 12" x 16" 23 24" x '23" 16"x 23" 16" x 18" 24 30" x 25" 24" x 21" 16" x 23" 25 36" x 26" 24" x 26" 24" x 20" 26 36" x 31" 24" x 31" 24" x 23" 27 36" x 36" 24" x 36" 24"x 27" 31 24" x 18" 16" x 18" 12" x 18" 32 24" x 18" 16" x 18" 12" x 18" 33 24"x 29" 16"x 29" 16"x 22" 42 24" x 16" 16"x 16" 12" x 16" 43 24"x 22" 16"x22" 16"x 16" 50 30" x 33" 24" x 28" 24" x 21" - AppucaDie commn numoers are snown on floor plan for specific house being installed. M.477/NG TL/.V.E L- Zx/- NA/L ToGEtJ,•/E/Z An10.oLoo,,E W/TN /6 d N,•9/L S, A O'o.FeVEO . TOT.4 d- CtiP,4 c/TY IF► G ecx✓P pc.� 7;4B4.E ZZ' ,CoQ /ATE 6 M/y III �15E'NOMi�/AL : 1C 7;e.5c7B4O `✓c+C,0 op oTrwa e AO�RoVO/7,4Tt Fjq (S/ZE f'E� TiL7/9GE= FOR ,A/F ROG/L q7 G�OLG/M/V N/c,) e /2 �M/N, To F/N/ShJ o,Q NAT,"/RA.L CjRA06- T-- � GAVEL fi5� oR 4=1.2.4 VEL GA -,4 p u - .4TE0BRIE = �+/✓1> NOT S�JAG - L.E,2 T//...cN ///,�' Cv.44/NS �LAC•EG 7'b .o/LaV/DE 300o P S,F B.E,4.¢/N!y C.•q�,q C/rv, /ti/7"E2 /0A `/ER ©E TA /Z_ 5 6. Mating line piers shall be located directly below ridge beam support columns. Support post e1/e q eN s/O o a eq /L column locations are shown on the floor plan of the house by I l Column numbers are /'/t J X fi /V2'/X /L C also shown on "Mating Line Pier Detail." J T W .61dNA�ES -v C7i%-F,' 7. Refer to the Technical Installation Manual for ridge beam pier and main rail pier locations and tt x y ,t jr v, PosT loads. When spacing shown in the manual is less than shown here on, the manual shall be followed. 8. Mudsill anchors shall be installed within 12" of each end of'll nd STCEG FRAME MA/A/ /eA/L WooD VYEGG�a 6,e IIVEO4E 77 Cr //7-L Y, /& S 7z=EV ''4 /L 2 EA CN EiVO T. of Poi 2X6 X G".�/iN.�T/ZEATBO� si a at a spacing shown on the foundation plan. Mudsill anchors may be 1/2" dia. bolts or Simpson Strong Tie MAS. Anchor SE E bolts shall be embedded 7" into concrete. TABLE e -o veraET' �ooTE 2 9. Stem wall may be bulk after house is in place. IZI 10. Concrete shall be 2000 psi minimum at 28 days. /NO/V/O4/,44 C eDA/C Q ETE Ga 2 /�Ase,v.,e y PiF/2 5 S,4/Q LG /oR o%C-Gr 11. Reinforcing bars for concrete shall be deformed bars meeting ATSM A-615, Grade 40. Lap all A7' LEAST g'/ ABG VE EX Po5 E0 Cy eoc%V o zlAjl_ E SS T yE eo4 [/M AJS bars 24" minimum. Z>.e POS TS INy/ci/ 7*.24S47,C 0 INCI�v. 12. Lumber material shall be Douglas -Fir or Hem Fir, Standard or better. 13. Plywood shall be minimum 3/8" C -C exterior. 14. Each piece of lumber or plywood less than 6" above finish grade shall be preservative treated and shall have the following information permanently affixed: a. Identity of company doing treatment and date of treatment (month and year). b. Symbol for the type of preservative used. c. The American Wood Preservers Bureau quality control trademark (Report No. AA -517). d. The fetters "TSO" specifying "Treatment Service Only" where applicable. e. Proper grade markings to identify the species and grade of wood for stniclural purposes by an approved grading agency. f. AWPB-FDN (Identifies authorization under this report.) 15. Where lumber is cut after treatment, the cut surface shall be brush -coated with not less than 3 percent solution of the same preservative used in the original treatment, or shall be field treated in conformance with AWPA standard M4-80 using 5 percent solution of pentachlorophenol, copper naphthenate containing a minimum of 2 percent copper metal, a 3 percent solution of ACA, CCA, types A, B or C, or a 5 percent solution of FCAP or ACC, or creosote in conformance with AWPA standard M4-80 paragraph 1.511. 16. Fasteners in preservative -treated wood shall be approved silicon bronze or copper, stainless steel or hot -dipped zinc -coated steel conforming to Section 25.1717(a) of U.B.C. Standard No. 25-17. Hot -dipped zinc -coated nails may be used for crawl space construction where polyethylene sheeting is applied to the below -grade portions of the exterior wall. Zinc -coated fasteners shall be coated after manufacture in the final form, Including pointing, heading , threading or twisting as applicable. Electrogalvanized or mechanically plated nails or staples are not permitted, nor are hot -dipped zinc -coated staples. Framing anchors shall be of hot - dipped zinc -coated A-446, grade A, sheet steel conforming to U.B.C. Standard No.27-1. 17. All lumber and plywood required to be preservative treated shall be pressure treated in accordance with the American Wood Preservers Bureau Standard AWPB-FDN. Quality Control Program for Softwood Lumber, Timber and Plywood Pressure Treated with Waterborne Preservatives for Ground Contact Use in Residential and Light Commercial Foundations - 1980. 18. Obtain from local building authorities the exposure type (C or B) and wind speed (70 mph or 80 mph) applicable to the foundation site. With these values, find the required Wind Design Pressure in the table below. Use the Wind Design Pressure to determine the required footing Ai U.B.C. 1988 EDITION WIND DESIGN PRESSURE P.S.F. WIND EXPOSURE SPEED B C M.P.H. 70 15 20 80 15 25 mens ns. X-pp-nrr 11 n/07 -- /-STEEL F,4A ME W.EGO BOLT, 0,�2 CLAM/a f'iE.e 7o A-24 1A.1 Z O/L A RRle.&4 L/,E0 HER o'4v,4<J7'V III ��'�/•-• t l BASE -/VO O CR :0X T.QE- /. ATEO Wo00 oTH.E,Q V.EO MATER/,4 L , ) n (si ZE PER TA B L B IMI o� ,ice cvQ 'VAT_49"'aQ L t'eA.1DE <arLAVCL EASE= c',C4/ss/Ev STo vE ///2'JMgX' O P raRgVEG Cj.e40c/ATEO /6�/To3V. "', cCoA'¢SE NANO NOT SMALG,E,C' THAN///6 / �i.eA/.VS PL4cE0 TO PRoV/DE 3000 /ASF B6.4R/ti/$ 5.41OAc/7y1 .. TABLE III FOOTING SIZE - INTERIOR PIER* ON - CENTER PIER ALLCMEI E SOIL BFARING PRESSURE PIER SPACING IDM 1000 PSF 1500 PSF 2000 PSF 6' 2132# 24" x 13" 12" x 18" 12" x 12" 8' 21348# 24" x 17" 24" x 12" 24" x 12" 10' 3553# 24" x 22" 24" x 15" 24" x 12" 12' 4264# 1 24" x 24" 1 24" x 18" 24" x 14" *FOC7TING OF OTHER Dn-IEMICNS WITH = AL, OR GREATER EARTH CONTACT AREA MAY BE USED. A�7AT/N�y L/it/E N�L}it/!,!L,4c Tv2El7/ERS S/lgGG •BE e-/STEO ,L}NO 4.44_4,60 BY AQ V A.4i0,20VEO AgENcy, �-- 6d AIA/45 @e�//o, C, �Bd NA/L5 SEE .QP/ G,E CaETq /L a ol. D. o 2 - 4' 1:/- 2--,94A4_ ('Co Vr✓/VG/O.c/S) —1,-2 a syo(SEEN r /g j cE G e.q//v f�f3d /VA/GS � �"o,C, oR /i"o.c, FG.Z 25�SFW/n/o • Ja,E?E'✓S.u.xE T.26'ATEO FO/�ivd•QT/cJV G/ZAOE -+ G/4AOE r,.SEB NOTE /g,� f /-8d NA/GS /STAJ,VLESS STE.EG) @ �" oG, O,¢ �['/o.c. G/2 25PSFW/Nva, %2 � ¢S <1/✓GNG,K BGGT3 w�M/N• 7" EM(3E•OMEN% FGVZ 26 JoS,oWin/O -5 =i= /p/L/ ,4 - A - T y/.�/< 4 Z_ S/OE ZIV,4 L L T,'r.D A/ r/SE .En101N/�RGG CUoT/Nrj O/MEn/.5/ONS F02 L115T �'-O" O,� E'.4 C// /VOTE ; ALL M/fi/LS ,gELGIN Cj2 AO.E S///JGL B-- .STA /N LE 55 STEEL 3/B 'M/Xl, PGy!/VOOo W/T//FgCE G.2/a/N h'oe/Zo/✓T,gG SEE No TE/3� 8d 'V-4 /4 5'* 4'/o, C. 0'e /'Z'/o. c. �i�Fo.¢ 2sJos� w,.vo, M..4/.V ,B.q/L I))��j7-P,eESSURE 7,e.F.4 T.EO FO ,,V.IAT/ON T4A0E EM/4SEcT /L) /2 M/N. —Bd NA/LS C_- (o 11o.C. O.e /4J'o. C. ' T 4 %A/ BOLTS w/TN 1'12IA4 7'/ sE�7'/v,✓ B - B - 7"Y.�/G •4 e- I,' ,4 c- 4 1=7C e.l,i' l_> -4 7-/ <�:, 2 x 5 -7,1AA B/LA C B /-tf' o, C, MAX, GQ/¢g„O,C,, Fo/ 2S/ SX W//✓i /6d NA/GS@ /6"o, C. o Q /_' d N,4/GS O -Z /�O. <. 2 X 1/1000 TR /M GO/VNBGTO,Q ,4 4 71 R T .E GL e= 6 C Ta I-AA/EG S # S.EE NOTE /8 ie - /re d A/•4/LS 2x 3 Na//v, 7-/.E 3 - � A/A/c.s ,ST,4JA/LES,S STEEL %2"0 rq,4, @ /"/'o,C, sc'/.t 4 ,0 OR 14 4 -C ecMT .4 [. 7-6.'ZN.4 TE 7- _—/yL>AG E _DET -A /4. iAlA64. 4>E7Ale– r'�/oE WALL 4:-A14.Y •E X T� , i' le -3 ' .� c c%�/Ci.[S r ✓ 3rd ✓ C��T.4 /.L5 IC45TEN PLATES S VV,7/•v 2- /4.d /V.o/L5 (7- Y.,--,) .S45TEME/G6 BELouv ---,e,4 4)-- 3rTgLL F'E STA//VGE5S STEEL 2-//o"AIA /L.5 /bdNgJLS @ //- �a.c, iVA WIN II II /t/oTE; c/L/,oio'c..E: SF.4 c/,V.cy M,4 Y B•E 2,9" a, c, vV/T.r/ %p NPGY WooD ,�NL7 V✓,C�GG F'd2'+4/✓I/N S/M/L,{ae IN/Tf/DUT O.cF6.�T .Ccssem/./ oA 7-/ <;)4_1 -5 y sTE• A-7 _ S 4- ,c V,4 77/ c> n.1 "'111 crt ptur» and specivicatiorm (MUST .opt on the job at ag times and it is unlawful :,suite any changes or alterotions on same withou! vritt'en permission from the De))nrtmont of pnu° ENDWALL FOOTING DOS'IENSIONS it WIND MAX. HOUSE DESIGN ROOF DIMENSIONS (MIN.) LENGTH PRESSURE LOAD (S) D'• T" W" 40 15 PSF 20-80PSF 12 12 12 40 15 120 16 16 12 40 20 20-120 16 16 12 40 25 20-120 18 18 12 52 15 PSF 20-80PSF 16 16 12 52 15 120 18 18 12 52 20 20-120 18 18 12 52 25 20-120 18 18 18 66 15-20PSF 20-BOPSF 18 18 12 66 15-20 120 24 24 14 66 25 20-120 24 24 24 I APprowl dont ,.of ourhonZe or appr*"•e any omasw,b, i pyy=l: from regt,—e,." of apollcoble State low, -d repuloNhim, . i g Sure of C044 -nm bay Deporwnem of Housing and Community DevlN/rnw0 Or CODES AND STANDARDS I € P BY - - -- --- --- Dotexo'l 41 pE a R 1�---- - I - t V ---- - € A t ,h '1►itN on ;R 11rOv0 1 E7gD;fR:� .�. az= TITLESNTJrF- # p MOBILE HOME 411)FO MWION SYSTEM rAOE N is- e DRAWNAlNp, REV DATE A/ ID{(i zz FLEETWOOD DwTE:R, -.ra,_ Mw401 M� i a LNTLLIRl.43.'S. f..'C APO; MAT/i✓C, L/'VB 2 -/6& Obi=NA/LS 2xGx,$"BLocJ� Y✓rrirssrrMg ,�o/z Ti,r3NT .Ci T, 2X6X�" �/z_/bdTGENA/LS M/A.G BGoG,C x6, M/N, ,oG sT(Con/ST2uc1-/o.V n 3M/N.(f - +�/y' 2EB4RS X !o " GESS 7A, 4A SE ,cool//✓y D/MEnlS/o.t/ TABLE I TABLE RIDGE BEAM PIER FOOTING SIZE COLUMN ALLOWABLE SOIL BEARING PRESSURE NUMBER* 1000 PSF 1500 PSF 2000 PSF 2 16"x 22" 16" x 15" 12"x 15" 3 24" x 22" 16" x 22" 16"x 17" 4 24" x 29" 16" x 29" 16"x 22" 5 30" x 29" 24"x 24" 16"x 27" 6 30" x 35" 24" x 29" 24" x 22" 7 36"x 34" 24"x 34" 24" x 26" 8 36•' x 39" 30" x 31" 24" z 29" 9 36" x 44" 30" x 35" 30" x 26" 12 16" x 20" 24" x 9" 12"x 13" 13 46" x 20" 24" x 9" 12" x 13" 22 24" x 16" 16" x 16" 12" x 16" 23 24" x '23" 16"x 23" 16" x 18" 24 30" x 25" 24" x 21" 16" x 23" 25 36" x 26" 24" x 26" 24" x 20" 26 36" x 31" 24" x 31" 24" x 23" 27 36" x 36" 24" x 36" 24"x 27" 31 24" x 18" 16" x 18" 12" x 18" 32 24" x 18" 16" x 18" 12" x 18" 33 24"x 29" 16"x 29" 16"x 22" 42 24" x 16" 16"x 16" 12" x 16" 43 24"x 22" 16"x22" 16"x 16" 50 30" x 33" 24" x 28" 24" x 21" - AppucaDie commn numoers are snown on floor plan for specific house being installed. M.477/NG TL/.V.E L- Zx/- NA/L ToGEtJ,•/E/Z An10.oLoo,,E W/TN /6 d N,•9/L S, A O'o.FeVEO . TOT.4 d- CtiP,4 c/TY IF► G ecx✓P pc.� 7;4B4.E ZZ' ,CoQ /ATE 6 M/y III �15E'NOMi�/AL : 1C 7;e.5c7B4O `✓c+C,0 op oTrwa e AO�RoVO/7,4Tt Fjq (S/ZE f'E� TiL7/9GE= FOR ,A/F ROG/L q7 G�OLG/M/V N/c,) e /2 �M/N, To F/N/ShJ o,Q NAT,"/RA.L CjRA06- T-- � GAVEL fi5� oR 4=1.2.4 VEL GA -,4 p u - .4TE0BRIE = �+/✓1> NOT S�JAG - L.E,2 T//...cN ///,�' Cv.44/NS �LAC•EG 7'b .o/LaV/DE 300o P S,F B.E,4.¢/N!y C.•q�,q C/rv, /ti/7"E2 /0A `/ER ©E TA /Z_ 5 6. Mating line piers shall be located directly below ridge beam support columns. Support post e1/e q eN s/O o a eq /L column locations are shown on the floor plan of the house by I l Column numbers are /'/t J X fi /V2'/X /L C also shown on "Mating Line Pier Detail." J T W .61dNA�ES -v C7i%-F,' 7. Refer to the Technical Installation Manual for ridge beam pier and main rail pier locations and tt x y ,t jr v, PosT loads. When spacing shown in the manual is less than shown here on, the manual shall be followed. 8. Mudsill anchors shall be installed within 12" of each end of'll nd STCEG FRAME MA/A/ /eA/L WooD VYEGG�a 6,e IIVEO4E 77 Cr //7-L Y, /& S 7z=EV ''4 /L 2 EA CN EiVO T. of Poi 2X6 X G".�/iN.�T/ZEATBO� si a at a spacing shown on the foundation plan. Mudsill anchors may be 1/2" dia. bolts or Simpson Strong Tie MAS. Anchor SE E bolts shall be embedded 7" into concrete. TABLE e -o veraET' �ooTE 2 9. Stem wall may be bulk after house is in place. IZI 10. Concrete shall be 2000 psi minimum at 28 days. /NO/V/O4/,44 C eDA/C Q ETE Ga 2 /�Ase,v.,e y PiF/2 5 S,4/Q LG /oR o%C-Gr 11. Reinforcing bars for concrete shall be deformed bars meeting ATSM A-615, Grade 40. Lap all A7' LEAST g'/ ABG VE EX Po5 E0 Cy eoc%V o zlAjl_ E SS T yE eo4 [/M AJS bars 24" minimum. Z>.e POS TS INy/ci/ 7*.24S47,C 0 INCI�v. 12. Lumber material shall be Douglas -Fir or Hem Fir, Standard or better. 13. Plywood shall be minimum 3/8" C -C exterior. 14. Each piece of lumber or plywood less than 6" above finish grade shall be preservative treated and shall have the following information permanently affixed: a. Identity of company doing treatment and date of treatment (month and year). b. Symbol for the type of preservative used. c. The American Wood Preservers Bureau quality control trademark (Report No. AA -517). d. The fetters "TSO" specifying "Treatment Service Only" where applicable. e. Proper grade markings to identify the species and grade of wood for stniclural purposes by an approved grading agency. f. AWPB-FDN (Identifies authorization under this report.) 15. Where lumber is cut after treatment, the cut surface shall be brush -coated with not less than 3 percent solution of the same preservative used in the original treatment, or shall be field treated in conformance with AWPA standard M4-80 using 5 percent solution of pentachlorophenol, copper naphthenate containing a minimum of 2 percent copper metal, a 3 percent solution of ACA, CCA, types A, B or C, or a 5 percent solution of FCAP or ACC, or creosote in conformance with AWPA standard M4-80 paragraph 1.511. 16. Fasteners in preservative -treated wood shall be approved silicon bronze or copper, stainless steel or hot -dipped zinc -coated steel conforming to Section 25.1717(a) of U.B.C. Standard No. 25-17. Hot -dipped zinc -coated nails may be used for crawl space construction where polyethylene sheeting is applied to the below -grade portions of the exterior wall. Zinc -coated fasteners shall be coated after manufacture in the final form, Including pointing, heading , threading or twisting as applicable. Electrogalvanized or mechanically plated nails or staples are not permitted, nor are hot -dipped zinc -coated staples. Framing anchors shall be of hot - dipped zinc -coated A-446, grade A, sheet steel conforming to U.B.C. Standard No.27-1. 17. All lumber and plywood required to be preservative treated shall be pressure treated in accordance with the American Wood Preservers Bureau Standard AWPB-FDN. Quality Control Program for Softwood Lumber, Timber and Plywood Pressure Treated with Waterborne Preservatives for Ground Contact Use in Residential and Light Commercial Foundations - 1980. 18. Obtain from local building authorities the exposure type (C or B) and wind speed (70 mph or 80 mph) applicable to the foundation site. With these values, find the required Wind Design Pressure in the table below. Use the Wind Design Pressure to determine the required footing Ai U.B.C. 1988 EDITION WIND DESIGN PRESSURE P.S.F. WIND EXPOSURE SPEED B C M.P.H. 70 15 20 80 15 25 mens ns. X-pp-nrr 11 n/07 -- /-STEEL F,4A ME W.EGO BOLT, 0,�2 CLAM/a f'iE.e 7o A-24 1A.1 Z O/L A RRle.&4 L/,E0 HER o'4v,4<J7'V III ��'�/•-• t l BASE -/VO O CR :0X T.QE- /. ATEO Wo00 oTH.E,Q V.EO MATER/,4 L , ) n (si ZE PER TA B L B IMI o� ,ice cvQ 'VAT_49"'aQ L t'eA.1DE <arLAVCL EASE= c',C4/ss/Ev STo vE ///2'JMgX' O P raRgVEG Cj.e40c/ATEO /6�/To3V. "', cCoA'¢SE NANO NOT SMALG,E,C' THAN///6 / �i.eA/.VS PL4cE0 TO PRoV/DE 3000 /ASF B6.4R/ti/$ 5.41OAc/7y1 .. TABLE III FOOTING SIZE - INTERIOR PIER* ON - CENTER PIER ALLCMEI E SOIL BFARING PRESSURE PIER SPACING IDM 1000 PSF 1500 PSF 2000 PSF 6' 2132# 24" x 13" 12" x 18" 12" x 12" 8' 21348# 24" x 17" 24" x 12" 24" x 12" 10' 3553# 24" x 22" 24" x 15" 24" x 12" 12' 4264# 1 24" x 24" 1 24" x 18" 24" x 14" *FOC7TING OF OTHER Dn-IEMICNS WITH = AL, OR GREATER EARTH CONTACT AREA MAY BE USED. A�7AT/N�y L/it/E N�L}it/!,!L,4c Tv2El7/ERS S/lgGG •BE e-/STEO ,L}NO 4.44_4,60 BY AQ V A.4i0,20VEO AgENcy, �-- 6d AIA/45 @e�//o, C, �Bd NA/L5 SEE .QP/ G,E CaETq /L a ol. D. o 2 - 4' 1:/- 2--,94A4_ ('Co Vr✓/VG/O.c/S) —1,-2 a syo(SEEN r /g j cE G e.q//v f�f3d /VA/GS � �"o,C, oR /i"o.c, FG.Z 25�SFW/n/o • Ja,E?E'✓S.u.xE T.26'ATEO FO/�ivd•QT/cJV G/ZAOE -+ G/4AOE r,.SEB NOTE /g,� f /-8d NA/GS /STAJ,VLESS STE.EG) @ �" oG, O,¢ �['/o.c. G/2 25PSFW/Nva, %2 � ¢S <1/✓GNG,K BGGT3 w�M/N• 7" EM(3E•OMEN% FGVZ 26 JoS,oWin/O -5 =i= /p/L/ ,4 - A - T y/.�/< 4 Z_ S/OE ZIV,4 L L T,'r.D A/ r/SE .En101N/�RGG CUoT/Nrj O/MEn/.5/ONS F02 L115T �'-O" O,� E'.4 C// /VOTE ; ALL M/fi/LS ,gELGIN Cj2 AO.E S///JGL B-- .STA /N LE 55 STEEL 3/B 'M/Xl, PGy!/VOOo W/T//FgCE G.2/a/N h'oe/Zo/✓T,gG SEE No TE/3� 8d 'V-4 /4 5'* 4'/o, C. 0'e /'Z'/o. c. �i�Fo.¢ 2sJos� w,.vo, M..4/.V ,B.q/L I))��j7-P,eESSURE 7,e.F.4 T.EO FO ,,V.IAT/ON T4A0E EM/4SEcT /L) /2 M/N. —Bd NA/LS C_- (o 11o.C. O.e /4J'o. C. ' T 4 %A/ BOLTS w/TN 1'12IA4 7'/ sE�7'/v,✓ B - B - 7"Y.�/G •4 e- I,' ,4 c- 4 1=7C e.l,i' l_> -4 7-/ <�:, 2 x 5 -7,1AA B/LA C B /-tf' o, C, MAX, GQ/¢g„O,C,, Fo/ 2S/ SX W//✓i /6d NA/GS@ /6"o, C. o Q /_' d N,4/GS O -Z /�O. <. 2 X 1/1000 TR /M GO/VNBGTO,Q ,4 4 71 R T .E GL e= 6 C Ta I-AA/EG S # S.EE NOTE /8 ie - /re d A/•4/LS 2x 3 Na//v, 7-/.E 3 - � A/A/c.s ,ST,4JA/LES,S STEEL %2"0 rq,4, @ /"/'o,C, sc'/.t 4 ,0 OR 14 4 -C ecMT .4 [. 7-6.'ZN.4 TE 7- _—/yL>AG E _DET -A /4. iAlA64. 4>E7Ale– r'�/oE WALL 4:-A14.Y •E X T� , i' le -3 ' .� c c%�/Ci.[S r ✓ 3rd ✓ C��T.4 /.L5 IC45TEN PLATES S VV,7/•v 2- /4.d /V.o/L5 (7- Y.,--,) .S45TEME/G6 BELouv ---,e,4 4)-- 3rTgLL F'E STA//VGE5S STEEL 2-//o"AIA /L.5 /bdNgJLS @ //- �a.c, iVA WIN II II /t/oTE; c/L/,oio'c..E: SF.4 c/,V.cy M,4 Y B•E 2,9" a, c, vV/T.r/ %p NPGY WooD ,�NL7 V✓,C�GG F'd2'+4/✓I/N S/M/L,{ae IN/Tf/DUT O.cF6.�T .Ccssem/./ oA 7-/ <;)4_1 -5 y sTE• A-7 _ S 4- ,c V,4 77/ c> n.1 "'111 crt ptur» and specivicatiorm (MUST .opt on the job at ag times and it is unlawful :,suite any changes or alterotions on same withou! vritt'en permission from the De))nrtmont of pnu° ENDWALL FOOTING DOS'IENSIONS it WIND MAX. HOUSE DESIGN ROOF DIMENSIONS (MIN.) LENGTH PRESSURE LOAD (S) D'• T" W" 40 15 PSF 20-80PSF 12 12 12 40 15 120 16 16 12 40 20 20-120 16 16 12 40 25 20-120 18 18 12 52 15 PSF 20-80PSF 16 16 12 52 15 120 18 18 12 52 20 20-120 18 18 12 52 25 20-120 18 18 18 66 15-20PSF 20-BOPSF 18 18 12 66 15-20 120 24 24 14 66 25 20-120 24 24 24 I APprowl dont ,.of ourhonZe or appr*"•e any omasw,b, i pyy=l: from regt,—e,." of apollcoble State low, -d repuloNhim, . i g Sure of C044 -nm bay Deporwnem of Housing and Community DevlN/rnw0 Or CODES AND STANDARDS I € P BY - - -- --- --- Dotexo'l 41 pE a R 1�---- - I - t V ---- - € A t ,h '1►itN on ;R 11rOv0 1 E7gD;fR:� .�. az= TITLESNTJrF- # p MOBILE HOME 411)FO MWION SYSTEM rAOE N is- e DRAWNAlNp, REV DATE A/ ID{(i zz FLEETWOOD DwTE:R, -.ra,_ Mw401 M� i a LNTLLIRl.43.'S. f..'C APO; - AppucaDie commn numoers are snown on floor plan for specific house being installed. M.477/NG TL/.V.E L- Zx/- NA/L ToGEtJ,•/E/Z An10.oLoo,,E W/TN /6 d N,•9/L S, A O'o.FeVEO . TOT.4 d- CtiP,4 c/TY IF► G ecx✓P pc.� 7;4B4.E ZZ' ,CoQ /ATE 6 M/y III �15E'NOMi�/AL : 1C 7;e.5c7B4O `✓c+C,0 op oTrwa e AO�RoVO/7,4Tt Fjq (S/ZE f'E� TiL7/9GE= FOR ,A/F ROG/L q7 G�OLG/M/V N/c,) e /2 �M/N, To F/N/ShJ o,Q NAT,"/RA.L CjRA06- T-- � GAVEL fi5� oR 4=1.2.4 VEL GA -,4 p u - .4TE0BRIE = �+/✓1> NOT S�JAG - L.E,2 T//...cN ///,�' Cv.44/NS �LAC•EG 7'b .o/LaV/DE 300o P S,F B.E,4.¢/N!y C.•q�,q C/rv, /ti/7"E2 /0A `/ER ©E TA /Z_ 5 6. Mating line piers shall be located directly below ridge beam support columns. Support post e1/e q eN s/O o a eq /L column locations are shown on the floor plan of the house by I l Column numbers are /'/t J X fi /V2'/X /L C also shown on "Mating Line Pier Detail." J T W .61dNA�ES -v C7i%-F,' 7. Refer to the Technical Installation Manual for ridge beam pier and main rail pier locations and tt x y ,t jr v, PosT loads. When spacing shown in the manual is less than shown here on, the manual shall be followed. 8. Mudsill anchors shall be installed within 12" of each end of'll nd STCEG FRAME MA/A/ /eA/L WooD VYEGG�a 6,e IIVEO4E 77 Cr //7-L Y, /& S 7z=EV ''4 /L 2 EA CN EiVO T. of Poi 2X6 X G".�/iN.�T/ZEATBO� si a at a spacing shown on the foundation plan. Mudsill anchors may be 1/2" dia. bolts or Simpson Strong Tie MAS. Anchor SE E bolts shall be embedded 7" into concrete. TABLE e -o veraET' �ooTE 2 9. Stem wall may be bulk after house is in place. IZI 10. Concrete shall be 2000 psi minimum at 28 days. /NO/V/O4/,44 C eDA/C Q ETE Ga 2 /�Ase,v.,e y PiF/2 5 S,4/Q LG /oR o%C-Gr 11. Reinforcing bars for concrete shall be deformed bars meeting ATSM A-615, Grade 40. Lap all A7' LEAST g'/ ABG VE EX Po5 E0 Cy eoc%V o zlAjl_ E SS T yE eo4 [/M AJS bars 24" minimum. Z>.e POS TS INy/ci/ 7*.24S47,C 0 INCI�v. 12. Lumber material shall be Douglas -Fir or Hem Fir, Standard or better. 13. Plywood shall be minimum 3/8" C -C exterior. 14. Each piece of lumber or plywood less than 6" above finish grade shall be preservative treated and shall have the following information permanently affixed: a. Identity of company doing treatment and date of treatment (month and year). b. Symbol for the type of preservative used. c. The American Wood Preservers Bureau quality control trademark (Report No. AA -517). d. The fetters "TSO" specifying "Treatment Service Only" where applicable. e. Proper grade markings to identify the species and grade of wood for stniclural purposes by an approved grading agency. f. AWPB-FDN (Identifies authorization under this report.) 15. Where lumber is cut after treatment, the cut surface shall be brush -coated with not less than 3 percent solution of the same preservative used in the original treatment, or shall be field treated in conformance with AWPA standard M4-80 using 5 percent solution of pentachlorophenol, copper naphthenate containing a minimum of 2 percent copper metal, a 3 percent solution of ACA, CCA, types A, B or C, or a 5 percent solution of FCAP or ACC, or creosote in conformance with AWPA standard M4-80 paragraph 1.511. 16. Fasteners in preservative -treated wood shall be approved silicon bronze or copper, stainless steel or hot -dipped zinc -coated steel conforming to Section 25.1717(a) of U.B.C. Standard No. 25-17. Hot -dipped zinc -coated nails may be used for crawl space construction where polyethylene sheeting is applied to the below -grade portions of the exterior wall. Zinc -coated fasteners shall be coated after manufacture in the final form, Including pointing, heading , threading or twisting as applicable. Electrogalvanized or mechanically plated nails or staples are not permitted, nor are hot -dipped zinc -coated staples. Framing anchors shall be of hot - dipped zinc -coated A-446, grade A, sheet steel conforming to U.B.C. Standard No.27-1. 17. All lumber and plywood required to be preservative treated shall be pressure treated in accordance with the American Wood Preservers Bureau Standard AWPB-FDN. Quality Control Program for Softwood Lumber, Timber and Plywood Pressure Treated with Waterborne Preservatives for Ground Contact Use in Residential and Light Commercial Foundations - 1980. 18. Obtain from local building authorities the exposure type (C or B) and wind speed (70 mph or 80 mph) applicable to the foundation site. With these values, find the required Wind Design Pressure in the table below. Use the Wind Design Pressure to determine the required footing Ai U.B.C. 1988 EDITION WIND DESIGN PRESSURE P.S.F. WIND EXPOSURE SPEED B C M.P.H. 70 15 20 80 15 25 mens ns. X-pp-nrr 11 n/07 -- /-STEEL F,4A ME W.EGO BOLT, 0,�2 CLAM/a f'iE.e 7o A-24 1A.1 Z O/L A RRle.&4 L/,E0 HER o'4v,4<J7'V III ��'�/•-• t l BASE -/VO O CR :0X T.QE- /. ATEO Wo00 oTH.E,Q V.EO MATER/,4 L , ) n (si ZE PER TA B L B IMI o� ,ice cvQ 'VAT_49"'aQ L t'eA.1DE <arLAVCL EASE= c',C4/ss/Ev STo vE ///2'JMgX' O P raRgVEG Cj.e40c/ATEO /6�/To3V. "', cCoA'¢SE NANO NOT SMALG,E,C' THAN///6 / �i.eA/.VS PL4cE0 TO PRoV/DE 3000 /ASF B6.4R/ti/$ 5.41OAc/7y1 .. TABLE III FOOTING SIZE - INTERIOR PIER* ON - CENTER PIER ALLCMEI E SOIL BFARING PRESSURE PIER SPACING IDM 1000 PSF 1500 PSF 2000 PSF 6' 2132# 24" x 13" 12" x 18" 12" x 12" 8' 21348# 24" x 17" 24" x 12" 24" x 12" 10' 3553# 24" x 22" 24" x 15" 24" x 12" 12' 4264# 1 24" x 24" 1 24" x 18" 24" x 14" *FOC7TING OF OTHER Dn-IEMICNS WITH = AL, OR GREATER EARTH CONTACT AREA MAY BE USED. A�7AT/N�y L/it/E N�L}it/!,!L,4c Tv2El7/ERS S/lgGG •BE e-/STEO ,L}NO 4.44_4,60 BY AQ V A.4i0,20VEO AgENcy, �-- 6d AIA/45 @e�//o, C, �Bd NA/L5 SEE .QP/ G,E CaETq /L a ol. D. o 2 - 4' 1:/- 2--,94A4_ ('Co Vr✓/VG/O.c/S) —1,-2 a syo(SEEN r /g j cE G e.q//v f�f3d /VA/GS � �"o,C, oR /i"o.c, FG.Z 25�SFW/n/o • Ja,E?E'✓S.u.xE T.26'ATEO FO/�ivd•QT/cJV G/ZAOE -+ G/4AOE r,.SEB NOTE /g,� f /-8d NA/GS /STAJ,VLESS STE.EG) @ �" oG, O,¢ �['/o.c. G/2 25PSFW/Nva, %2 � ¢S <1/✓GNG,K BGGT3 w�M/N• 7" EM(3E•OMEN% FGVZ 26 JoS,oWin/O -5 =i= /p/L/ ,4 - A - T y/.�/< 4 Z_ S/OE ZIV,4 L L T,'r.D A/ r/SE .En101N/�RGG CUoT/Nrj O/MEn/.5/ONS F02 L115T �'-O" O,� E'.4 C// /VOTE ; ALL M/fi/LS ,gELGIN Cj2 AO.E S///JGL B-- .STA /N LE 55 STEEL 3/B 'M/Xl, PGy!/VOOo W/T//FgCE G.2/a/N h'oe/Zo/✓T,gG SEE No TE/3� 8d 'V-4 /4 5'* 4'/o, C. 0'e /'Z'/o. c. �i�Fo.¢ 2sJos� w,.vo, M..4/.V ,B.q/L I))��j7-P,eESSURE 7,e.F.4 T.EO FO ,,V.IAT/ON T4A0E EM/4SEcT /L) /2 M/N. —Bd NA/LS C_- (o 11o.C. O.e /4J'o. C. ' T 4 %A/ BOLTS w/TN 1'12IA4 7'/ sE�7'/v,✓ B - B - 7"Y.�/G •4 e- I,' ,4 c- 4 1=7C e.l,i' l_> -4 7-/ <�:, 2 x 5 -7,1AA B/LA C B /-tf' o, C, MAX, GQ/¢g„O,C,, Fo/ 2S/ SX W//✓i /6d NA/GS@ /6"o, C. o Q /_' d N,4/GS O -Z /�O. <. 2 X 1/1000 TR /M GO/VNBGTO,Q ,4 4 71 R T .E GL e= 6 C Ta I-AA/EG S # S.EE NOTE /8 ie - /re d A/•4/LS 2x 3 Na//v, 7-/.E 3 - � A/A/c.s ,ST,4JA/LES,S STEEL %2"0 rq,4, @ /"/'o,C, sc'/.t 4 ,0 OR 14 4 -C ecMT .4 [. 7-6.'ZN.4 TE 7- _—/yL>AG E _DET -A /4. iAlA64. 4>E7Ale– r'�/oE WALL 4:-A14.Y •E X T� , i' le -3 ' .� c c%�/Ci.[S r ✓ 3rd ✓ C��T.4 /.L5 IC45TEN PLATES S VV,7/•v 2- /4.d /V.o/L5 (7- Y.,--,) .S45TEME/G6 BELouv ---,e,4 4)-- 3rTgLL F'E STA//VGE5S STEEL 2-//o"AIA /L.5 /bdNgJLS @ //- �a.c, iVA WIN II II /t/oTE; c/L/,oio'c..E: SF.4 c/,V.cy M,4 Y B•E 2,9" a, c, vV/T.r/ %p NPGY WooD ,�NL7 V✓,C�GG F'd2'+4/✓I/N S/M/L,{ae IN/Tf/DUT O.cF6.�T .Ccssem/./ oA 7-/ <;)4_1 -5 y sTE• A-7 _ S 4- ,c V,4 77/ c> n.1 "'111 crt ptur» and specivicatiorm (MUST .opt on the job at ag times and it is unlawful :,suite any changes or alterotions on same withou! vritt'en permission from the De))nrtmont of pnu° ENDWALL FOOTING DOS'IENSIONS it WIND MAX. HOUSE DESIGN ROOF DIMENSIONS (MIN.) LENGTH PRESSURE LOAD (S) D'• T" W" 40 15 PSF 20-80PSF 12 12 12 40 15 120 16 16 12 40 20 20-120 16 16 12 40 25 20-120 18 18 12 52 15 PSF 20-80PSF 16 16 12 52 15 120 18 18 12 52 20 20-120 18 18 12 52 25 20-120 18 18 18 66 15-20PSF 20-BOPSF 18 18 12 66 15-20 120 24 24 14 66 25 20-120 24 24 24 I APprowl dont ,.of ourhonZe or appr*"•e any omasw,b, i pyy=l: from regt,—e,." of apollcoble State low, -d repuloNhim, . i g Sure of C044 -nm bay Deporwnem of Housing and Community DevlN/rnw0 Or CODES AND STANDARDS I € P BY - - -- --- --- Dotexo'l 41 pE a R 1�---- - I - t V ---- - € A t ,h '1►itN on ;R 11rOv0 1 E7gD;fR:� .�. az= TITLESNTJrF- # p MOBILE HOME 411)FO MWION SYSTEM rAOE N is- e DRAWNAlNp, REV DATE A/ ID{(i zz FLEETWOOD DwTE:R, -.ra,_ Mw401 M� i a LNTLLIRl.43.'S. f..'C APO; *FOC7TING OF OTHER Dn-IEMICNS WITH = AL, OR GREATER EARTH CONTACT AREA MAY BE USED. A�7AT/N�y L/it/E N�L}it/!,!L,4c Tv2El7/ERS S/lgGG •BE e-/STEO ,L}NO 4.44_4,60 BY AQ V A.4i0,20VEO AgENcy, �-- 6d AIA/45 @e�//o, C, �Bd NA/L5 SEE .QP/ G,E CaETq /L a ol. D. o 2 - 4' 1:/- 2--,94A4_ ('Co Vr✓/VG/O.c/S) —1,-2 a syo(SEEN r /g j cE G e.q//v f�f3d /VA/GS � �"o,C, oR /i"o.c, FG.Z 25�SFW/n/o • Ja,E?E'✓S.u.xE T.26'ATEO FO/�ivd•QT/cJV G/ZAOE -+ G/4AOE r,.SEB NOTE /g,� f /-8d NA/GS /STAJ,VLESS STE.EG) @ �" oG, O,¢ �['/o.c. G/2 25PSFW/Nva, %2 � ¢S <1/✓GNG,K BGGT3 w�M/N• 7" EM(3E•OMEN% FGVZ 26 JoS,oWin/O -5 =i= /p/L/ ,4 - A - T y/.�/< 4 Z_ S/OE ZIV,4 L L T,'r.D A/ r/SE .En101N/�RGG CUoT/Nrj O/MEn/.5/ONS F02 L115T �'-O" O,� E'.4 C// /VOTE ; ALL M/fi/LS ,gELGIN Cj2 AO.E S///JGL B-- .STA /N LE 55 STEEL 3/B 'M/Xl, PGy!/VOOo W/T//FgCE G.2/a/N h'oe/Zo/✓T,gG SEE No TE/3� 8d 'V-4 /4 5'* 4'/o, C. 0'e /'Z'/o. c. �i�Fo.¢ 2sJos� w,.vo, M..4/.V ,B.q/L I))��j7-P,eESSURE 7,e.F.4 T.EO FO ,,V.IAT/ON T4A0E EM/4SEcT /L) /2 M/N. —Bd NA/LS C_- (o 11o.C. O.e /4J'o. C. ' T 4 %A/ BOLTS w/TN 1'12IA4 7'/ sE�7'/v,✓ B - B - 7"Y.�/G •4 e- I,' ,4 c- 4 1=7C e.l,i' l_> -4 7-/ <�:, 2 x 5 -7,1AA B/LA C B /-tf' o, C, MAX, GQ/¢g„O,C,, Fo/ 2S/ SX W//✓i /6d NA/GS@ /6"o, C. o Q /_' d N,4/GS O -Z /�O. <. 2 X 1/1000 TR /M GO/VNBGTO,Q ,4 4 71 R T .E GL e= 6 C Ta I-AA/EG S # S.EE NOTE /8 ie - /re d A/•4/LS 2x 3 Na//v, 7-/.E 3 - � A/A/c.s ,ST,4JA/LES,S STEEL %2"0 rq,4, @ /"/'o,C, sc'/.t 4 ,0 OR 14 4 -C ecMT .4 [. 7-6.'ZN.4 TE 7- _—/yL>AG E _DET -A /4. iAlA64. 4>E7Ale– r'�/oE WALL 4:-A14.Y •E X T� , i' le -3 ' .� c c%�/Ci.[S r ✓ 3rd ✓ C��T.4 /.L5 IC45TEN PLATES S VV,7/•v 2- /4.d /V.o/L5 (7- Y.,--,) .S45TEME/G6 BELouv ---,e,4 4)-- 3rTgLL F'E STA//VGE5S STEEL 2-//o"AIA /L.5 /bdNgJLS @ //- �a.c, iVA WIN II II /t/oTE; c/L/,oio'c..E: SF.4 c/,V.cy M,4 Y B•E 2,9" a, c, vV/T.r/ %p NPGY WooD ,�NL7 V✓,C�GG F'd2'+4/✓I/N S/M/L,{ae IN/Tf/DUT O.cF6.�T .Ccssem/./ oA 7-/ <;)4_1 -5 y sTE• A-7 _ S 4- ,c V,4 77/ c> n.1 "'111 crt ptur» and specivicatiorm (MUST .opt on the job at ag times and it is unlawful :,suite any changes or alterotions on same withou! vritt'en permission from the De))nrtmont of pnu° ENDWALL FOOTING DOS'IENSIONS it WIND MAX. HOUSE DESIGN ROOF DIMENSIONS (MIN.) LENGTH PRESSURE LOAD (S) D'• T" W" 40 15 PSF 20-80PSF 12 12 12 40 15 120 16 16 12 40 20 20-120 16 16 12 40 25 20-120 18 18 12 52 15 PSF 20-80PSF 16 16 12 52 15 120 18 18 12 52 20 20-120 18 18 12 52 25 20-120 18 18 18 66 15-20PSF 20-BOPSF 18 18 12 66 15-20 120 24 24 14 66 25 20-120 24 24 24 I APprowl dont ,.of ourhonZe or appr*"•e any omasw,b, i pyy=l: from regt,—e,." of apollcoble State low, -d repuloNhim, . i g Sure of C044 -nm bay Deporwnem of Housing and Community DevlN/rnw0 Or CODES AND STANDARDS I € P BY - - -- --- --- Dotexo'l 41 pE a R 1�---- - I - t V ---- - € A t ,h '1►itN on ;R 11rOv0 1 E7gD;fR:� .�. az= TITLESNTJrF- # p MOBILE HOME 411)FO MWION SYSTEM rAOE N is- e DRAWNAlNp, REV DATE A/ ID{(i zz FLEETWOOD DwTE:R, -.ra,_ Mw401 M� i a LNTLLIRl.43.'S. f..'C APO; II II /t/oTE; c/L/,oio'c..E: SF.4 c/,V.cy M,4 Y B•E 2,9" a, c, vV/T.r/ %p NPGY WooD ,�NL7 V✓,C�GG F'd2'+4/✓I/N S/M/L,{ae IN/Tf/DUT O.cF6.�T .Ccssem/./ oA 7-/ <;)4_1 -5 y sTE• A-7 _ S 4- ,c V,4 77/ c> n.1 "'111 crt ptur» and specivicatiorm (MUST .opt on the job at ag times and it is unlawful :,suite any changes or alterotions on same withou! vritt'en permission from the De))nrtmont of pnu° ENDWALL FOOTING DOS'IENSIONS it WIND MAX. HOUSE DESIGN ROOF DIMENSIONS (MIN.) LENGTH PRESSURE LOAD (S) D'• T" W" 40 15 PSF 20-80PSF 12 12 12 40 15 120 16 16 12 40 20 20-120 16 16 12 40 25 20-120 18 18 12 52 15 PSF 20-80PSF 16 16 12 52 15 120 18 18 12 52 20 20-120 18 18 12 52 25 20-120 18 18 18 66 15-20PSF 20-BOPSF 18 18 12 66 15-20 120 24 24 14 66 25 20-120 24 24 24 I APprowl dont ,.of ourhonZe or appr*"•e any omasw,b, i pyy=l: from regt,—e,." of apollcoble State low, -d repuloNhim, . i g Sure of C044 -nm bay Deporwnem of Housing and Community DevlN/rnw0 Or CODES AND STANDARDS I € P BY - - -- --- --- Dotexo'l 41 pE a R 1�---- - I - t V ---- - € A t ,h '1►itN on ;R 11rOv0 1 E7gD;fR:� .�. az= TITLESNTJrF- # p MOBILE HOME 411)FO MWION SYSTEM rAOE N is- e DRAWNAlNp, REV DATE A/ ID{(i zz FLEETWOOD DwTE:R, -.ra,_ Mw401 M� i a LNTLLIRl.43.'S. f..'C APO; I APprowl dont ,.of ourhonZe or appr*"•e any omasw,b, i pyy=l: from regt,—e,." of apollcoble State low, -d repuloNhim, . i g Sure of C044 -nm bay Deporwnem of Housing and Community DevlN/rnw0 Or CODES AND STANDARDS I € P BY - - -- --- --- Dotexo'l 41 pE a R 1�---- - I - t V ---- - € A t ,h '1►itN on ;R 11rOv0 1 E7gD;fR:� .�. az= TITLESNTJrF- # p MOBILE HOME 411)FO MWION SYSTEM rAOE N is- e DRAWNAlNp, REV DATE A/ ID{(i zz FLEETWOOD DwTE:R, -.ra,_ Mw401 M� i a LNTLLIRl.43.'S. f..'C APO; Rf--w- dcnJ- Z,qQ "G'14