Loading...
HomeMy WebLinkAbout027-350-176Nv= . . ...... 027"}0'�/rP.en f M 4 CARRILLO;f-9ermiSe:=' &*Maria; `'1`789 CoxrLn. ovil-lei Cont: D-& D Mobile" MH on Perm Fnd 21, 0" ' o i �- N M � � LAND DEVELOPMENT 4 ..!_yrr^vi•:A.Ym����(; 1.:. �:�' �. :_A�C�G J.:. . Y..:s.. 1 ti _..�— ` BUILDING, /.... ENVIRONMENTAL` HEALTH'=:, PERMIT CLEARANCE Bui/ding Permit No. v s..,.. _ OWNERS A.P. NAME: l (1 ✓ r C�-r P:� l�l�l.l �� NUMBER:�1S)- PHINT LAST NAME FIRST COUNTY ZONING • DESIGNATION: A S FLOOD ZONE/: X' FLOOD MAP: APPROVED: CONDITIONALLY APPROVED: " RESOLVE PROBLEMS PRIOR TO APPROVAL: /o Ac PARCEL CREATION BY DEEDS OR MAP V4(_e,#vc1-,r Tit. [.►tee. DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: COMMENTS/CONDITIONS: LEGAL ACCESS REQUIRED: YES NO YES NO VLENCJit j�aPttT- MAP INFORMATION: DATE OF RECORDING LOT Co BOOK 7 PAGE $S COMPLIANCE WITH OLD SUBDIVIS ON LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES _� NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: > 5 tok L A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BU/LD/NG DIVISION UNLESS OTHERWISE NOTED. 1. Maintain a 50 ft. building setback from centerline of road. 2. Maintain a ft.building setback from right-of-way/centerline of 3. Comply with Zoning code for building setback from road. 4. Maintain a 100 ft. leachfield setback from all existing wells. 5. Maintain a ft. leachfield setback from 6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. �7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. _ 8. Connect to a public water supply. _ 9. Connect to a public sewer system. 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and .two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. _ 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ — 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) for vegetation removal. Contact Fish &Game at 916-355-7010. 13. Obtain approval from the Department of Fish and Game _ 14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be eraate to the PAYN'kg _ 15. Ail new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. 16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. _ 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. 20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 22. 23. 24. 25. 26. %Va -0131141303 aNy1 Kine 30 AINf100 2661 9 0 833 03/1130321 LD 7,86 C:\WPS I TORMS.K\BLDGPERM.CLR And when recorded mail to: Building Division #7 County_ Center Drive Oroville, Ca. 95965 7 7-006 352 1 Rec Fee I COP Recorded I Cash Official Records I County of I Butte I Candace J. Grubbs I -Recorder I 10:55am 20 -Feb -97 I PUBL X 6.00 1.00 7.00 1 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building .permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides. pesticides, and fertilizers: and from the pursuit of agricultural operations including, but not limited to cultivation. plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise. and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte. State of California. described as follows: aw real oroperev in theXX4M unincorporated area of the counrf of Butte . State of California, dew toed as LOT 6, OF VALENCIA TRACT, SUBDIVISION NO. 1, BUTTE COUNTY, CALIFORNIA, ACCORDING TO THE 9FFICIAL HAP THEREOF, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON AUGUST 11, 1913, Ill BOOR 7 OF HAPS, AT PAGE 58. Date: PROPERTY OWNERS: In (f /IQ State of Cali(rPpi County of %%�� J r; On _ c� before me, l�'f\. h personally. appeared /L �c % / �L� ��� ��1 f` 1cne;xn-te-me (or proved to me on the basis of satisfactory evidence) to be the person(**hose name(4is/aWsubscribed to the within instrument and acknowledged to. me that he/S#fe/tl�ev executgd the same in his/Pldr/th4 authorized capacity(' ), and that by his*r/tqir signature on the instrument, the person(`,4or the entity upon behalf of which the perso' •) acted. executed the instrument. WITNESS my hand and official seal. DELLAECKELBARGER COMM. # 994576 Z j:��'-Noton/ Pubiic — California D C �e_k ffid �PC I COUNTY Signature FMY Comm. Expires MAY 9. 1997 A.P.# ', . 1 - : -5 —// 6- RESIDENTIAL 027-350-176 PERMIT#97-0294 - CARRILLO, Hermilo & Maria 1789 Cox Ln., Oroville Cont: D & D Mobile - y i6 -y 7 A r H_4on Perm _ Fnd-- .� OFFICE COPY r Address_ 2 1�i7 N r( GAS Meter By Date y- ELECTRIC 2-6 Meter By Date THE'HCD FORM 433A FOR,THIS'MH CANNOT' 71' BE',°RECORDED UNTIL 'ONE OF THE FOLLOWING - r HAVE,,,BEEN ;TURNED IN, TO THE • BLDG DIV: (2) 1..STATEMENT.; OF,`;FACTS ONLY, N _ .: 'p rJ t NEW MHS) _ INSPECTOR TO VERIFY SERIAL -& INSIGNIA J :pp t 3�as�g� 5% wof l� Sow+l. s �i oNl �, C ..i. �c a- i D.✓ O �t' •3,�?��� 11/'. sa�,-1., •s �� -� � F lam. �:_ '`- j q-7 1s i -(��avrf4 wA�L O%- �/4% 4q JOB FINALED (Dat ) • 1 F signature r V=OK 0 = Not OK Not Applicable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'a 1. Zoning Requirements - Setbacks - Easements 2. Soils; Special MH Support Sketch 3. Sewer, Location -Test -Fall -C/0 -Concrete 4. Water. Location -Lest -Easement Needed (Sketch) 5. Electricity; Location•Clearances-Gmd•/ /Amp -Concrete 6. Gas; Location -Test -Wrap; / /LtL / /Nat or/ PL'(t/ /LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Cana B-1 Date Card B-1 Date Card B-1 Date Card BA Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements- Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector + 7. Water and Sewer Connected -C/0 to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ,k MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; SoilsSize-Dep"pacing-Connectors-Steel 3. Decks; Girders and/or Joists-Decking-BracingStaim-Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns•ConnectonsSplice-Decal-Enclosures 6. Carports; Windows -Doors 7. Electric 8. Fmtg.; Sils-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Root; Shthg-Roofing 11. Ext; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card 0-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men-Uning 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/S Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboardslns. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. TestANater Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ,k 1, o ' No QK . RESIDENTIAL (Single & Duplex) - = Not A livable * = pp Not Reader Date ND FLOOR (Plans) OK except #'s 1-7 Z g-Setbacks-Easments-Flood-Slope Ftg., Main; Soils-Elec. Gmd.-/ P Ftg. Depth 48. 3. Ftg. Garage; Soils-Steel-Elec. Grnd/ P' Ftg. Depth 49. 4. Ftg. Porches & Decks; Soils -Steel-/ P' Ftg. Depth 50. 5. Stemwalls, Main; Steel-Blockouts-Wrapped 51. 6. Stemwalls, Garage; Steel-Blockoutsa/Vrapped 52. 6a. Hold Downs and Special Anchors 53. 7. Slab, Steel -Wrapped 54. 8. Piers -Fireplace Ftg.-Steel 55. 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 56. 10. UF. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 57. 11. Water Pipe; Test -Anchors -Regulator -Service Test 58. 12. Electric Underground 59. 13. Pienums & Ducts; Clearance-Mater:al-Support-Ins. 60. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 61. 15. Access & Ventilation 62. 16. Insulation Date Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date C50,6-1 Date Card B-1 Card B-1 Date Card E-1 Date INAL (Plans) OK except #'s PLUMBING (Permit) OK except #'s 6 . 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 65 19. D.W.V.; Test Fittings & Anchor -Nail Protection 6 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 'ft -Simrs&-Mils Date Clearance -Hearth Card B-1 Date Card B-1 Date d Panel, Int. & Ext. Card B-1 Date Card B-1 Date it. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 78. 25. Size Boxes & No. of Conductors Stapled 7 . 26. Romex Installed Close to Edge of Studs & C.J. T 27. Equip. Ground made up w/Mech Faslners-Bond Gas & Water 7 . 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 Al Insulated Neutral 0 Yes 0 No n. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 82/f-`ollowing Instld./Drive BX40 No/Walks 0 Yes lanters Q Yes o 31. Service -Riser Conductors & Ground -Main Disconect 32. Equip. Clearances Panels-Motors-Mech. Epuip. A.G. WnitZlizconnect, Electrical -Plumbing 33. Clothes Closet Light -Shower Light -Spa Light Ibg-Appliance-Fireplace-Clearance to Openings 34. Smoke Detector Water Well, Disconnect, Electrical, Plumbing 87 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Corrections from Previous Inspections 35. A.C. Ducts Insulation & Support Gas Test -Meters Tagged, Gas -Electric 36. Vent Fan, Exhaust above insulation ater & Sewer Connected -C/O to Grade -HD Approval 37. Condensate Drain & Overflow, Size & Grade Certificate -Other Certificates 38. Furnance-Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Tik _ -7 Card B-1 tl yy Date Card B-1 Date d f 17 Date Date Card B-1 Date Card B-1 Date Comments at Final: 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 Date 46. FRAMING (Continued) Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-roff Brac.-Truss-Shting.-Ring. 48. Fireplace Ties or Type A Flue -Fireplace Throat clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill 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 Wall Panels 61. Insulation -Walls -Ceilings 62. I nfi Itra tion-Wa ll s4Ni ndows Date Card B-1 Date Card B-1 Date C50,6-1 Date Card B-1 Date INAL (Plans) OK except #'s 6 . Ext Steps -Door & Sidelight Protection -Landings or 65 Furnare Vee o .I arance-Comb, Air-Conector- In Garage; Ab.Pvg Floor-Ducts-Mech. Protection 6 ing s & Tub Access -Spa ec. Trim & Subpanel, Breaker Sizes & Labels 'ft -Simrs&-Mils 7 Clearance -Hearth d Panel, Int. & Ext. it. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance lec. Outlets & Recepticales at Kit. Counter Swing -Landing -Closure 78. n e -Damper 7 . - mb. Air Connector-P.R.V. In Garage; Above Floor-Mech. Protection T ; o ci R MPrh Equip. Listed for Location 7 . cles i garage (G.FI.)-Romex Protection d in Attic uard ils & Deck Construction -Post Caps n. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 82/f-`ollowing Instld./Drive BX40 No/Walks 0 Yes lanters Q Yes o 84. A.G. WnitZlizconnect, Electrical -Plumbing Ibg-Appliance-Fireplace-Clearance to Openings Water Well, Disconnect, Electrical, Plumbing 87 iKtauoFSI-R'-. T -9. Receptacle -Underground 8 . use n Corrections from Previous Inspections Gas Test -Meters Tagged, Gas -Electric ater & Sewer Connected -C/O to Grade -HD Approval Certificate -Other Certificates Date Tik _ -7 Card B-1 tl yy Date Card B-1 Date d f 17 Card B-1 kh Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: ` COUNTY OF BUTTE U ' BUILDING DIVISION' DEPARTMENT OF DEVELOPMENT SERVICES! 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 14 .qt CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If y have any questions pertaining to this matter, or need additional explanation, please Contac his office immediately. -- G „✓ Q /l �j � � �ti �- J% e � wc-�,✓ C'o •�.. cwt ,� -e Date — ' Inspector �� �� (� I�7• REV 10/92 i COUNTY OF BUTTES BU!DING DIVISION �DEPARTMENT;dF DEVELOPMENTS E-'RVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751- 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE Na-�o 9 7-Zgg OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above addre and should be corrected. Please notify this office when correction of work is complete f you have any questions pertaining to this matter, or need additional explanation, please tact this offer_immediately. 11E. �ZDC- 1 'f •y x5 •1 i; �r Date -1(161tZ -7— Inspe.ctaro� REV 10/92 Date — Inspector REV 10/92 COUNTY OF. BUTTE BUILDING DIVISION` DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751' p 7 County Center Drive, Oroville, CA - (916) 538-7541 .ii 747 Elliott Road, Paradise, CA - (916) 872'6307', CORRECTION NOTICE •ty7 .f /le2y OWNER PERMIT NO. r A routine inspection i dicates that the following violations of Butte County Ordinances exist at x the above address an should be corrected. Please notify this office when.correction of work is completed. If you h e any questions pertaining to this matter, or need additional explanation, please,.�contact this of ice immediately. �4 4 -ni 7�n '0 -yt- �a Z/ - 3 - Cl 7 1.e lug e -e .. Date — Inspector REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE _..2gy ER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. ��111_;�r I Date — Inspector REV 10/92 COUNTY OF BUTTE • BUILDING DIVISION ` DEPARTMENT OF DEVELOPMENT SERVICES �. 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 r 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE r L �f OWNER _ PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. i ✓L L,( % —R 4-0 vf. /I�> / r v r Tint I,fo r r .L , i�� ka I .y �C fi Date �O Inspector REV 10/962 RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TOa NAME BUILDING DIVISION STREET 7 COUNTY CENTER DRIVE ADDRESS OROVILLE CA 95965 CITY, STATE and ZIP -7-014544I Rec Fee I Total Recorded I Official Records I County of* I Butte I Candace J. Grubbs 1 Recorder, - I 2:.09pm 22—Apr-97 I COMS XX .00 .00 AGE ABOVE THIS UNE FOR RECORDER USE ONL 1 NOTICE OF MANUFACTURED 'HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION OPt 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 iil&x6cl 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. HERMILO B. AND MARIA LUZ CARRILLO REAL PROPERTY OWNERAESSOR 41 SCHOOL STREET MAILING ADDRESS OROVILLE, BUTTE,- CA 95965 CITY COUNTY STATE ZIP 1789 COX LANE INSTALLATION MAILING ADDRESS. IF DIFFERENT OROVILLE, BUTTE, CA 95965 CITY COUNTY STATE ZIP SAME UNIT OWNER (If also property owner. write "SAME') MAILING ADDRESS CITY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY iSSU1NG PERMIT and CERTIFICATE OF OCCUPANCY 7: COUNTY CENTER DRIVE MAILING- ADDRESS OROVILLE, BUTTE, CA 95965, CITY COUNTY STATE ZIP 97-0294 �� (916) 538-7541 BUIL N�✓� J TELEPHONE NUMBER IF/21%7n 7 SIGNATURE OF LOCAL AGENCIWOFFICIAL DATE D&D HOMES DEALER NAME (If not o dealer tale, write "NONE'! ' 8959 DEALER LICENSE NO. FLEETWOOD 1997 SUNCREST 560 4B MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAME/NUMBER CAFLV1 7A1 9662/17B 60'X26' RAD968327/968328 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION ASSESSOR'S PARCEL NUMBER A P #027-350-176 LOT 6, OF VALENCIA TRACT, SUBDIVISION NO. 1 BUTTE COUNTY CALIFORNIA _ ACCORDING TO THE OFFICIAL MAP THEREOF, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA ON AUGUST 11 1913, IN BOOK 7 OF MAPS, AT PAGE 58. T OF q, 0 HCD FORM 433(A) Rev. 8/91 WHITE—County Recorder CANARY—NCD PINK—Applicant GOLDENROD—Building Dept. BUILDING PERMIT NUMBER: 97-0294 Address or location of unit:. 1789 COX LANE, OROVILLE " Legal Description of Real Property: A.P. #027-350-176 LOT 6, OF VALENCIA TRACT, SUBDIVISION NO. 1; BUTTE COUNTY, CALIFORNIA, ACCORDING TO THE OFFICIAL MAP THEREOF., RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY -OR BUTTE;. STATE OF CALIFORNIA, ON AUGUST 11, 1913, IN BOOK.7 OF MAPS, -AT PAGE 58. ; (x) Mobilehome/Manufactured Home O 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: HERMILO B. AND MARIA LUZ CARRILLO Owner's address: 41. SCHOOL STREET, OROVILLE, CA 95965 INSIGNIA OR HUD NUMBER: RAD968327/968328 - SERIAL'NUMBER OR V.I.N. CAFLV17A19662/17B'• MANUFACTURER'S NAME: FLEETWOOD -YEAR: 1997 OFFICIAL APPROVING INSTALLATION: DATE: '4/21/97 PHONE: (916) 538-7541 - H.C.D. 513C STATE OF CALIFORNIA a i BUSINESS, TRANSPORTATION AND HOUSING AGENCY . DEPARTMENT OF' HOUSING AND COMMUNITY DEVELOPMENT DIVISION OF CODES AND STANDARDS REGISTRATION AND TITLING PROGRAM"'"0f'� STATEMENT OF FACTS This unit is a: ®Mobilehome 0 Commercial Coach Floating Home 0 Truck Camper Decal (License) No.(s) Trade Name Serial No.(s)' �Cta�wno� k-�\.owvt Ar --c u 5 -TI w.w I/We, the undersigned, hereby state: TSL /kC�� •P i� � 0 ^-f U P_P _•- JyLZ_ . w1 A S 0\r\`2v�1rJ I/We further agree to indemnify and save harmless the Director of Eousing and Community Development, State of California, and subsequent purchasers of said unit, for any loss they may suffer resulting from registration of the above-described unit in California, or from issuance of a California certificate of title covering the same. I/We certify under penalty of perjury that the foregoing is true and correct. Executed on -Z - 7:3- at U t')fA C t�1Z-i C'A (Date) (City) (State) Signature(s) Printed name(s) Address f3 Q. City State rA HCD 476.6 (REV 9/91) Fleetwood Homes of California, Inc. = - 18 North Pioneer Avenue, P.O. Box 1308 Woodland, CA 95776 i Phone: (916) 662-9127 FAX f916) 662-6425 ' a FLEET WOOD -Dear Valued FLEETWOOD Retailer:. Thank you for your order for Customer & � r i ��o This order for model o -L(9 has been assigned Serial dumber CAFLVI7A The approximate OFF LINE date is and the approximate SHIPPABLE -date is 3 -- to . As is our policy to Have homes picked up immediately upon completion, please schedule your transporters accordingly: Remember, these are approximate dates and are subiect to change without notice. Please call Mark Lively or Lynda Donovan at (800) 420-9645 or (916) 662-9127 to confirm dates. We sincerely hope the above information is helpful in coordination your shipping efforts. If we can be of further assistance, please feel free to call. Sincerely, 05� FLEETWOOD Sales Team MAIL TAX STATEMENTS TO: Same at above API 27=22-25 LotiG Candace J. Crubbe Recorder I 8I00&m 31 -act -90 JJ 2 T%AtJSfElt DOCUMENTARY TRANSFER TAX'a 38.50 TAX IPAID XX Commwd on the comwarelmom Value of anxWTV comirrom on .--cornmialf an Na consiewaviam air value Im Ihm;* Wmirifema Z4 MID VALLEY TITLE AND 'ESCROW VrIMPAN-V GRANT PEED FOR -A VALUABLE CONtl6ERATION, receipt of which is hartbi m*Anowledwits. ADELE APPLEBAUM, AN UNMARRIED WOMAN, ESTELLE W. KRACKOV, AN UNAMMIED - WOMAN, DORIS BROUDY,.AN UNMARRIED. WOMAN AND MARK l(RACROV AND JULIE KRACKOV, HUSBAND AND WIFE hereby GRANTIS) to REMLO B. CARRILLO AND MARIA-A-UZ CARRILLO, HUSBAND AND WIFE, AS JOINT TENANTS the nal Promw in kh@)Mg= unincorporated area of the County of -Butte State 01 Clafilomis, described as 4 LOT 6, OP VAI.Ewcrk' TRACT, SUBDIVISION NO. 1, BUTTE COUNTY, CALIFORNIA ACCORDING 9FFICIAL MAP TH, RECORDED IN THE OF THE TO THE OF THE COUNTY OF BUTTE, STATEEREOFOF CALIFORNIA, ON AUGUSTOkPICE 21, 1913, INRECORDER BOOK 7 or MAPS, AT PAGE Ca I 1.4 SEE. ATTACHED MMIBIT "As FOR SIGNATURES Gated --September 11, 1990 STATE OF CALIFORNIA COUNTY or_ IOWA aw the undenwoms a "Glav Amalie In A"4 oar 804 Stsl*. ago peftb—tiv 6-fto-11 to F" fa 010"4 le 0%1! v.1119 ads.% of us-111ftlarr adbooncel IQ tv the p9lso"131 *nose ftanwil 4111-W subschood to the millift insInAIRWAI and selpflowledged 14 " Inbi P016ftANIT &.SCu�*4 she 414100 WIINLS', rnv ha.fto and oft%d said X ADELE APPLEBAUM ESTELLE W. KRACKOV x DORIS BROUDY MARK KRACKOV x JULIE KRACKOV too? 16/821 MAIL TAX STAYEMENTS AS DIAECTED ABOVE By: Mid Valley Tltic ;o. 0=ted . 90-M.6110 E%a6mN0. 115261-3 . Lwn No. • 90-046710 Rec Fee 7.00 WMCN RECORDED MAIL TO: I DOC 38.66 Recorded : Check 45.50 "017171110 and Marla Carrillo Official Records I 41 School'Stiest— County of Oroville, CA 95965 Butte MAIL TAX STATEMENTS TO: Same at above API 27=22-25 LotiG Candace J. Crubbe Recorder I 8I00&m 31 -act -90 JJ 2 T%AtJSfElt DOCUMENTARY TRANSFER TAX'a 38.50 TAX IPAID XX Commwd on the comwarelmom Value of anxWTV comirrom on .--cornmialf an Na consiewaviam air value Im Ihm;* Wmirifema Z4 MID VALLEY TITLE AND 'ESCROW VrIMPAN-V GRANT PEED FOR -A VALUABLE CONtl6ERATION, receipt of which is hartbi m*Anowledwits. ADELE APPLEBAUM, AN UNMARRIED WOMAN, ESTELLE W. KRACKOV, AN UNAMMIED - WOMAN, DORIS BROUDY,.AN UNMARRIED. WOMAN AND MARK l(RACROV AND JULIE KRACKOV, HUSBAND AND WIFE hereby GRANTIS) to REMLO B. CARRILLO AND MARIA-A-UZ CARRILLO, HUSBAND AND WIFE, AS JOINT TENANTS the nal Promw in kh@)Mg= unincorporated area of the County of -Butte State 01 Clafilomis, described as 4 LOT 6, OP VAI.Ewcrk' TRACT, SUBDIVISION NO. 1, BUTTE COUNTY, CALIFORNIA ACCORDING 9FFICIAL MAP TH, RECORDED IN THE OF THE TO THE OF THE COUNTY OF BUTTE, STATEEREOFOF CALIFORNIA, ON AUGUSTOkPICE 21, 1913, INRECORDER BOOK 7 or MAPS, AT PAGE Ca I 1.4 SEE. ATTACHED MMIBIT "As FOR SIGNATURES Gated --September 11, 1990 STATE OF CALIFORNIA COUNTY or_ IOWA aw the undenwoms a "Glav Amalie In A"4 oar 804 Stsl*. ago peftb—tiv 6-fto-11 to F" fa 010"4 le 0%1! v.1119 ads.% of us-111ftlarr adbooncel IQ tv the p9lso"131 *nose ftanwil 4111-W subschood to the millift insInAIRWAI and selpflowledged 14 " Inbi P016ftANIT &.SCu�*4 she 414100 WIINLS', rnv ha.fto and oft%d said X ADELE APPLEBAUM ESTELLE W. KRACKOV x DORIS BROUDY MARK KRACKOV x JULIE KRACKOV too? 16/821 MAIL TAX STAYEMENTS AS DIAECTED ABOVE eta..... .. ~•�. - ' f�';� „ • l it Z • ; `: EIS}{'�''�:� WMEtor'fALifORN1A on Sep,S emhar 11 L92 q n dlore mm the tad■tronee. • Netah PeMk In enc for saaBtal•,p•taanetN•pp•tuee__ EVetAtt�C ackoy rte.•,,, z )VOlm tfb[NmOtt► mor ptor/0lo me on the oae)e of MliataCawy •• dence) to be the person whose name Is Iue■t:neee to the within rnaUvment as the Aller"•tr m tact *Adele AWleba>.v Mr{ a BCoudy.- Estelle W. Kra;kLm MgLtk KcackW.,-Julle Krackov p ane ■c.nowledped to me tn•t hole"• tueRnDOO tn• n■m■le1 1. �+dele 1lpplebatan�•porjs ,Btquca►,..Fstelle W._Krack_ov,, Mark,•Kraekov,_,Tulie._KracketF 1110//10 01 pnnClpeMel i"e nN/ttt� Own neral to a1101n•1I N e Fact. I WITNESS my patW 4 o111vat at OFFAaL UCAL SANDY A. STACK E 9.pnNun_0�- - A. Pindy 11. `'s.Fyf .v i C:to■ .. „Si V P.nCa—+rest C, 'w■ OF T / ENS O� "OC COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541(�_�MI?,N0• (Rev. 12/96) APPLICATION AND PERMIT ASSET p�RCNu-T76 - l& -ZONING A5 BUILDING PERMIT "'!NEER/MILOf MARIA CARRILLO TELEPHONE SO. FT. OCC. BUILDING VALUATION 83,160. OWN 'S MAIUNG ADDRESS �+1 SCHOOL ST., OROVILLE, CA 95965 CONTRACTOR'S NAME D & D MOBILE TELEPHONE ' CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. -Filing Fee $ 20.00 Permit Fee $ 283.75 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23.00 BUILDING ADDRESS 1789 COX LN., OROVILLE Energy Plan Checking Fee $ $ PERMIT FEE $ 326.75 LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ MobilehomeM Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other XX Describe Work: MH (IN PFRM FNn Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home S G W 920.00 PERMIT FEE $ 65.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service zoonoaLEss 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class LIC. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUR O OR ADONS. ( a ACC. BLDs. 3.,,sS .0N-RESIDT MUCI-ONE U CET IT. @7,50 APPARATUS a SINGLE OUTLET CIR. EX. Occup. °UTLEr OR FIXTURES 20 Q 1.00 BAL @ .50 Ex. Occup. DUTE�°rs RFws,o°� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 23.00 PERMIT FEE$ 66.00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and'agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. �/� _ X ��, ,� (�drriz z __ Date �-�� �__ Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE OTIAL FEE $ 457.7 HAZ. D. F ES I P OD j CDF PARC Pp 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. 3�9 By - Date �l PERMIT EXPIRES ON _Xyi Date Receipt No. 210020 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT '4 �':'t"'r'•rjiG+t�3�+iP���3� n±t�'r:�t'i�rw+��,:-.'.'�;::�:'ru;1�'t;,'�'w''"""„i'' ' , ­ COUNTYOF BUTTE - DEPARTMENT'OF DEVEL!DPMENT SERVICES -BUILDING DIVISION - y «- 7COUNTY CENTER DRIVE -OROV� ILLE�CALIFORNIA95965-TELEPHONE(916)538-7541 / M , PERMITAPPL(CATION DATA SHEET ✓ OWNER /4 F ✓' m ( y J� iA/) iG (la r �" i Yo No. Da % �S �6 Proposed Building Use Y Building Inspector 60, Date a At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted. ........................................ 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3. Complete plans, 3/4 sets, signed by preparer of plans. 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans. - F 5. Hazardous Material Form . ............................................ 'X 6. Energy Design Compliance and supporting documentation . ................. . 7. Statement of Intent for Non -Heated and A/C Buildings . ..................... . 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $ . ................. ...................... . -i 11. Impact fees as shown on attached schedule. .. 12. California Department of Forestry plan approva fee ��.,/�....... . Flood; elevation letter (100 year flopd) by C ligr sneer. . . 14. Sanitation and plot plan approval Health Department . ............ V07 9� 7 15. City of Chico plumbing permit . ......................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............(: - x 17. Planning approval for (A) Use: (B) Parking: ........;. 18. Contact Land Development_ about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). .. .. .. . 20. Pre -inspection for Preln,e`ti°" request required. . . to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . ............. . 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner Mail to owner ............ 24. Recorded copy of Agricultural Acknowledgement Statement . ..................�, 25. Letter of signature authorization . ....................................... . 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. ..... - 27. Letter of intent on building use . ........................................ . 28, Mobilehome utility clearance . ......................................... . 29. Documentation of legal access . ..................... :................... 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan cher list. .........._.... ..1. 33. 5fia e enf o/'QCfS ............................... 34. F 'C TO - 3 �g-7 /2f3 When you issue the permit, process as follows: IMail to owner. Mail to contractor. Telephone /75-a and hold for pickup at C)VL©UICA�� office. Deliver with inspector. Other Parcel Creation Acreage Applicant aVF Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. 5WDept. Other Date By The following data must be submitted 1. Index permit for above items No. _ 2. Additional items required: new item not checked above). Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by = Date Contractor, designised of above required data by _ phone _ ma Co ter by _ Date Plans checked by ., ow r a vDate '� Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works .tail '. f a TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance �iIH. USE ONLY f. Plot Pian A¢ Floor Plan Auacbaf Seat to B.D. Owner Location AP# Plan Approved for: Sewage Disposal Y/- Water Supply: Public Private Well_/ Clearance for .3 bedroom mobile home. Other Hold final for: Final clearance O.K. for: NOTE: ' �1 fljl�pn-, _ Q - c- �- S7 Environmental Health Specialist Date 0 ro*1 f�4*�" 1•,ki�;.o.; .: i�.,;5 a"^r'41'a��,r }..�'l'ki^fi"i"('N�i 7X4a'`,'.i+'.,rsM♦i..r^+a7v`'neo.»iv�rjrr.,a+l:4�F+lei•>•+�:µa.•�-i`s.-.;.'c'...- COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES.- BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-754l.. SCHEDULE OF FEES DUE . OWNER Net rn i J"� �/i!n l{�(L�`drd/ `0. A.P. # PROPOSED BUILDING USEZA rM -2 DATE99 REC # DATE REC 1. BUILDING PERMIT FEES -- Balance Due .................. $ . -- Additional Fees Due ......... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES (paid at District Office) l� d4�<.SHERIFF FEES (paid at Building Division) Residential .:...... x $360.00 = $ Units Commercial (sq. ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (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) 7 FIRE INSPECTION AND PLAN CHECK C�� ��� / /9� $89.00 (paid at Building Division) 0Ci //Q8. WATER TENDER FEES (Battalion # $200.00 (paid at. Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building. Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE Original -Owner Copy -Building Div. (Rev. 12/96) (Rev.12/S ') COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION J 7 County Center Drive - Oroville, California 95965 : Telephone (916) 538-7541PERMIT o. APPLICATION AND PERMIT Q�L 4 ASSESSdR PARCELeJUMBER_` -- /j / v (/ b ZONIN BUILDING PERMIT OWNER _ t4M.. (t TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING AD CS (;.YdTRAC O S NA_ �1E TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee -�- $ Permit Fee �20.00 $ ,[ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 2 d BUILDINGADDRESS ' j� �11� 7!/ Energy Plan Checking Fee $ $ `Ile PERMIT FEE $ % LAT NO. SUBDIVISION'S NAME PARC L MAP PLUMBING PERMIT IIng Feel 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 / GO Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities O Install 'on ❑ Other ❑ Describe Work: _ Gas piping system 1 - 5 outlets 15.00 ary Buildin sewer 15.00 �Dd Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 2o0A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No.20 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1-, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCLIP. OR ADDNS. ( 8 ACC. BLDS. so 3.5Q�: NEW CONST.MULTI-OUTLET NON-RESID. 13=I @7.50 POWER APPARATUS 6 SINGLE OUTLET CIR. oEroRFocTUREs Ex. OCCU Lm o 1.00 BAL o .so FlXED APPlNS. OR Ex. Occup. ouTLET% RESID. EA S.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE t reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' =compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X _ Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MEC CAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE P� �� TOTAL FE J HAZ. D. FEES imp I This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON CDF ARCEL PD HD E applicable provisions Resolutions to do work been paid. Date ale Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT I 4���n:.-Til"^^" _y.�,�..,y�rr,ry�s�,3�,y,v.�aY^'T..�'. �y:s;�.,�ar'+n. �t.e.ay`Ma��yR)t^.wed^+'^�F,i[4s�N".-::+ar-�"'-"�,Y�-,.-•.,+,r�...}r....-....,.,;,s.#rr".'�"'-""�`",-':.«,4;t t:.-.+i...-.,�.�.:e�. ��a: T _ BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Form Per Building) C,/70� V v/ School District OrO /Jm 1-0t2' Op)' S Building Department No. A.P. Number 04 x-35-0— /P Jurisdiction: 0 City County � J Property Owner F r m , b `t . /� e? r ► Cc �c+ /' /` ' b Property Location/Address p t/ Q Subdivison Lot No. Residential Development0 Sq. Footage CM No. of Living HI Addition (Group R) Units ` ;Commercial/Industrial 0 Sq. Footage NeW Addition (Including Exterior oofed Areas) 0-1/Q Building Department Representative Date (Floor Plans reviewed by School District Personnel) 'f .r Identifie ion No. Sch I District certifies that r (Applic nt) (Street Addr A /— I (Phone Number) (City) ha •omplied with the requirements of Resolution No. r resenting square feet. , _ /1 n.. % _ ._. ..41 .,1b -r -,u School-®' trict Representative /. by payment of $ 6 bAB 2926 LL MITIGATION $ Cil Date Paid by Check # Remarks, Bank Number Paid by Cash 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 Planningl.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 schaols. White (applicant), Yellow (building department), Pink (school district) /J - ��� J.tform Copyright 01 1995.13y Fleetwood Enterprises, Inc. NOTE CONSUMER INFORMATION CARDS Keep this manual with your manufactured home. 7Etle VI of the Housing and Community Development Act of 1974 provides you with protection against certain construction and safety hazards in your manufactured home. 7b help assure -your protection, the manufacturer of your manufactured home needs the information which these cards, when completed and mailed, will supply. If you bought your home from a retailer, please be sure that your retailer has completed and mailed a card for you. If you acquired your home from someone who is not a retailer, you should promptly fill out and send a card to the manufacturer. It is important that you keep this manual and give it to any person who buys the manufactured home from you. Our Customer• .. ea WE WILL PROVIDE DEFECT -FREE PRODUCTS AND SERVICES." x -s -as 4/95 REV FLEETWOOD ENTERPRISES, INC. RIVERSIDE, CALIFORNIA 92513-7638 PflntedinUSA LL HOUSING GROUP CUSTOMER SATISFACTION DEPT FLEETWOOD ENTERPRISES INC PO. BOX 7638 RIVERSIDE CA 92513-9953 NO POSTAGE NECESSARY IF MAILED IN THE UNITED STATES BUSINESS REPLY MAIL FIRST-CLASS MAIL PERMIT NO 959 RIVERSIDE CA POSTAGE WILL BE PAID BY ADDRESSEE HOUSING GROUP CUSTOMER SATISFACTION DEPT FLEETWOOD ENTERPRISES INC PO BOX 7638 RIVERSIDE CA 92513-9953 ------------------------ ------------------ NO POSTAGE NECESSARY IF MAILED IN THE UNITED STATES BUSINESS REPLY MAIL FIRST-CLASS MAIL PERMIT NO 959 RIVERSIDE CA POSTAGE WILL BE PAID BY ADDRESSEE HOUSING GROUP CUSTOMER SATISFACTION DEPT FLEETWOOD ENTERPRISES INC PO BOX 7638 RIVERSIDE CA 92513-9953 NO POSTAGE NECESSARY IF MAILED IN THE UNITED STATES BUSINESS REPLY MAIL FIRST-CLASS MAIL PERMIT NO 959 RIVERSIDE CA POSTAGE WILL BE PAID BY ADDRESSEE HOUSING GROUP CUSTOMER SATISFACTION DEPT FLEETWOOD ENTERPRISES INC PO. BOX 7638 RIVERSIDE CA 92513-9953 NO POSTAGE NECESSARY IF MAILED IN THE UNITED STATES BUSINESS REPLY MAIL FIRST-CLASS MAIL PERMIT NO 959 RIVERSIDE CA POSTAGE WILL BE PAID BY ADDRESSEE HOUSING GROUP CUSTOMER SATISFACTION DEPT FLEETWOOD ENTERPRISES INC PO BOX 7638 RIVERSIDE CA 92513-9953 ------------------------ ------------------ NO POSTAGE NECESSARY IF MAILED IN THE UNITED STATES BUSINESS REPLY MAIL FIRST-CLASS MAIL PERMIT NO 959 RIVERSIDE CA POSTAGE WILL BE PAID BY ADDRESSEE HOUSING GROUP CUSTOMER SATISFACTION DEPT FLEETWOOD ENTERPRISES INC PO BOX 7638 RIVERSIDE CA 92513-9953 z z W ¢ W z 3 0 w J a w W ¢ SOLD BY (RETAILER) ADDRESS CITY DATE SOLD ADDRESS CITY STATE ZIP INSTALLATION ADDRESS OF MANUFACTURED HOME STATE ZIP DATE OF MANUFACTURE: MONTH DAY _ CONSUMER INFORMATION CARD S PURCHASERS NAME NOAL z' ADDRESS NO. DESIGN WIND ZONE CITY STATE ZIP PHONE Y _ WIND ZONE 115 PSF _ WIND ZONE III 110 MPH _ S - South - 20 PSF z z w SOLD BY (RETAILER) DESIGN WIND ZONE DESIGN ROOF LOAD DESIGN ROOF LOAD Thermal Zone z ADDRESS _ WIND ZONE 111110 MPH 3 ' � a CITY STATE ZIP a DATE SOLD _PSF R _N - North - 40 PSF_ Other_ PSF —2_3 W ¢ CONSUMER INFORMATION CARD INSTALLATION ADDRESS OF MANUFACTURED HOME PURCHASERS NAME ADDRESS CONSUMER INFORMATION CARD CITY STATE ZIP z z W ¢ W z 3 0 w J a w W ¢ SOLD BY (RETAILER) ADDRESS CITY DATE SOLD ADDRESS CITY STATE ZIP INSTALLATION ADDRESS OF MANUFACTURED HOME STATE ZIP DATE OF MANUFACTURE: MONTH DAY _ YEAR _ PRODUCT NAME: S SERIAL NOAL z' FNO NO. DESIGN WIND ZONE DESIGN ROOF LOAD z Cj LL _ WIND ZONE 115 PSF _ WIND ZONE III 110 MPH _ S - South - 20 PSF w w DESIGN WIND ZONE DESIGN ROOF LOAD DESIGN ROOF LOAD Thermal Zone LL _WIND ZONE 115 PSF _ WIND ZONE 111110 MPH _S -South -20 PSF � � _WIND ZONE II 100 MPH _OTHER MPH _ M -Middle - 30 PSF 1 _PSF _PSF _N - North - 40 PSF_ Other_ PSF —2_3 CONSUMER INFORMATION CARD PURCHASERS NAME ------------------------------------------------ CONSUMER INFORMATION CARD ADDRESS PURCHASERS NAME CITY ADDRESS ZIP PHONE y CITY STATE ZIP PHONE z z W ¢ W z 3 0 w J a w W ¢ SOLD BY (RETAILER) ADDRESS CITY DATE SOLD ADDRESS CITY STATE ZIP INSTALLATION ADDRESS OF MANUFACTURED HOME STATE ZIP I— z w z 3 0 a W J a w SOLD BY (RETAILER) ADDRESS CITY DATE SOLD ADDRESS CITY STATE ZIP INSTALLATION ADDRESS OF MANUFACTURED HOME STATE ZIP DATE OF MONTH _ DAY _ YEAR _ PRODUCT NAME: S (MANUFACTURE: SERIAL NOAL z' cc NO. DESIGN WIND ZONE DESIGN ROOF LOAD z Cj LL _ WIND ZONE 115 PSF _ WIND ZONE III 110 MPH _ S - South - 20 PSF w DESIGN WIND ZONE WIND ZONE II 100 MPH _ OTHER MPH DESIGN ROOF LOAD Thermal Zone LL _WIND ZONE 115 PSF WIND ZONE 111110 MPH -South -20 PSF � _WIND ZONE II 100 MPH _ _OTHER MPH _S M. Middle - 30 PSF 1 _PSF _ _N - North - 40 PSF_ Other_ PSF 2 _3 CONSUMER INFORMATION CARD PURCHASERS NAME ADDRESS CITY STATE ZIP PHONE y I— z w z 3 0 a W J a w SOLD BY (RETAILER) ADDRESS CITY DATE SOLD ADDRESS CITY STATE ZIP INSTALLATION ADDRESS OF MANUFACTURED HOME STATE ZIP DATE OF MANUFACTURE: MONTH _ DAY _ YEAR _ PRODUCT NAME: S NOAL z' III DESIGN WIND ZONE DESIGN ROOF LOAD Thermal Zone Cj LL _ WIND ZONE 115 PSF _ WIND ZONE III 110 MPH _ S - South - 20 PSF WIND ZONE II 100 MPH _ OTHER MPH _ M. Middle - 30 PSF 1 _PSF _N - North - 40 PSF Other_ PSF — 2 _3 FOREWORD TO THE HOMEOWNER: Thank you for purchasing a Fleetwood manufactured home. This installation manual contains instructions that must be followed for the proper installation of your home. We strongly recommend you review the entire manual. WARNING INSTALLATION OF YOUR MANUFACTURED HOME SHOULD BE PERFORMED BY PROFESSIONAL CONTRACTORS WHO HAVE BEEN TRAINED IN SETUP AND INSTALLATION SKILLS. LAYPERSONS UNFAMILIAR WITH THESE SKILLS WHO ATTEMPT INSTALLATION COULD CAUSE PERSONAL INJURY TO THEMSELVES AND OTHERS, AND/OR DAMAGE TO THE HOME. FAILURE TO FOLLOW THE INSTRUCTIONS IN THIS MANUAL MAY AFFECT YOUR WARRANTY COVERAGE. Fleetwood manufactures and warrants this home to be in compliance with the Federal Manufactured Home Construction and Safety Standards in effect at the time of production. For warranty information see the Fleetwood Home Owner's Guide. To maintain an effective warranty, the home must be installed in accordance with the instructions in this manual. When properly installed and prepared for the weather conditions likely to prevail at the site, the home is capable of providing satisfactory and comfortable service as a residence in the specific structural, wind and climate zones for which it is designed. The manufacturer is not responsible for the home failing to withstand structural, wind or climate conditions more rigorous than those for which it is designed, nor for damage caused to the home through failure to prepare it adequately for extreme temperatures or other climate conditions that may be encountered. The following are definitions of some of the terms you will see used throughout this manual. SUPPORT SYSTEM - A combination of footings, piers, caps and wedges placed beneath the home to provide support. See Section 3. , FOOTING PADS - Part of the support system located at or below ground level. Piers are placed on footing pads, which are made from concrete or treated lumber. PIERS - Part of the support system installed on footing pads under the main beams or perimeter of the home. Piers are completed with cap blocks and wood wedges. Piers are made from concrete blocks, steel or concrete stands. SUPPORT POSTS - Structurally designed posts at each end and at various locations down the mating line of a multi section home. Footing pads and piers are required at these locations. BOTTOM BOARD - Fastened to the underside of the home is a special covering designed to protect against the entry of rodents and moisture as well as to isolate the floor cavity from outside air. This covering was inspected before the home left the manufacturing facility. It is important than any areas damaged or torn during transportation or installation be resealed. ANCHORING SYSTEM - A combination of ground anchors and tiedown straps designed to resist wind forces. See Section 4. ANCHORS - Part of the anchoring system installed in the ground around the perimeter of the home. TIEDOWN STRAP - Part of the anchoring system consisting of steel straps wrapped around the main beams and connected to anchors. CROSSOVERS - Multi section homes have utility connections that are located under the home where the two halves are joined. Crossover connections include heat ducting, electrical circuits, water pipes, drain plumbing and gas lines. (Not all homes have water, drain or gas crossovers.) FOREWORD (Cont'd.) AREAS REQUIRING YOUR SPECIFIC ATTENTION: Please carefully review the information provided on the following pages prior to the installation of your home. SITE PREPARATION- Page 9. Provides specific information necessary to prepare the site where your home will be located. Please note the information regarding water drainage and ground barrier. FOOTING PADS - Page 15. In areas where the ground is subject to freezing, footing pads must extend below the frost line established by local jurisdictions. INSTALLATION OF OPTIONAL FEATURES - Page 59. Review this information prior to considering the installation of items such as carport, deck, skirting, telephone wiring or television cable. CLOTHES DRYER VENTING - Page 65. Access for a dryer vent has been provided in the utility area or room. To aid in preventing condensation problems, the dryer vent duct must terminate outside the perimeter of the home. MAIN PANEL BOX ELECTRICAL CONNECTIONS - Page 69. Please review this entire page carefully to insure that your electrical service is properly connected. A 4 -wire feeder system is mandatory. You must have a ground wire connection from the service entrance to the ground bar in the panel box. Your home is designed to be moved by a specially equipped truck/tractor. Your home may be damaged and your warranty voided if your home is moved, supported or lifted with equipment other than that specifically designed for this purpose. The drawings and data contained in these instructions are intended to be representative of the product. Design and specifications are subject to change without prior notice. Should you or the installer have any questions or desire further clarification, please contact your retailer. If the retailer is unable to provide the necessary information, contact the manufacturing facility. O FEDERAL W MFACMM HOUSING CONSVIUMON I" v sAFEry STANDARDS CONTENTS ® APR 03 1995 Q a 8 FOREWARD............................................................................................... i INTRODUCTION...................................................................................... iv SECTION 1 - DOCUMENTATION REVIEW ........................................ 1 SECTION 2 - SITE PREPARATION..................................................... 7 SECTION 3 - FOUNDATIONS............................................................. 11 SECTION 4 - INSTALLATION PROCEDURES .................................. 39 SECTION 5 - INSTALLATION OF OPTIONAL FEATURES ................ 57 SECTION 6 - PREPARATION OF APPLIANCES ................................ 63 SECTION 7 - UTILITY SERVICE CONNECTIONS AND TESTING ..... 67 SECTION 8 - FINAL INSPECTIONS.................................................... 73 INTRODUCTION IN THIS MANUAL STATEMENTS OF SPECIAL SIGNIFICANCE ARE WRITTEN IN A BOLD TEXT AND/OR ARE PRECEDED BY THE FOLLOWING WORDS: WARNING - MEANS THAT THERE IS THE POSSIBILITY OF PERSONAL INJURY TO YOURSELF AND OTHERS. CAUTION - MEANS THAT THERE IS THE POSSIBILITY OF PHYSICAL DAMAGE TO THE HOME OR ITS COMPONENTS. NOTE - INDICATES TOPICS OF PARTICULAR INTEREST. TAKE PARTICULAR NOTICE OF THESE ITEMS WHEN YOU ARE READING THIS MANUAL. WARNING THIS MANUAL GIVES INSTRUCTIONS FOR THE SAFE INSTALLATION OF.A MANUFACTURED HOME. UNIQUE CONDITIONS AT A SPECIFIC INSTALLATION SITE CAN CAUSE SPECIAL PROBLEMS AND REQUIRE PARTICULAR SAFETY PRECAUTIONS. THE INDIVIDUAL SUPERVISING THE INSTALLATION MUST BE EXPERIENCED IN HOME INSTALLATION PROCEDURES IN ORDER TO EVALUATE THE SAFETY IMPLICATIONS OF SUCH MATTERS AS: SOILS, SLOPE, MOISTURE CONDITIONS, INSTALLATION EQUIPMENT, SIZE AND WEIGHT OF THE HOME, ETC. IT IS ESSENTIAL TO PERFORM THE INSTALLATION CORRECTLY AND TO MAINTAIN SAFE WORKING CONDITIONS. WARNING THE HOME WEIGHS SEVERAL TONS! ADEQUATE SUPPORT BLOCKING MUST BE USED TO SAFEGUARD PERSONNEL AND THE STRUCTURE DURING ALL INSTALLATION PROCEDURES. PERSONNEL SHOULD NOT BE PERMITTED TO WORK UNDER THE HOME WHERE INJURY MIGHT RESULT SHOULD THE HOME ACCIDENTALLY SLIP DURING THE INSTALLATION PROCESS. Before beginning to install the home, check with local regulatory agencies for codes or regulations which may affect procedures in this manual and entries on the Compliance Certificate. The testing of the various utility systems and the connection of these systems to the on-site services must be accomplished by qualified service personnel. The laws of some jurisdictions may require that the service personnel possess a license. This manual depicts the most widely used method of supporting manufactured homes. Other methods which provide equal support at the same locations may be acceptable provided they do not stress the structure or cause distortion to the structure during installation. Also, other products and/or material equal to or better than those indicated may be used. The home is designed to be supported by individual piers and anchored with tiedown straps. These are collectively referred to as the support and anchoring systems. IPl INTRODUCTION (Cont'd.) The support system is located under either the main beams or the main beams and the perimeter. Two main beams run the length of each section of the home. Consult the manufacturing facility before using a support system which does not directly support the main beams as this may result in damage to the home. The support system must resist vertical loads from the weight of the home -plus temporary extra roof loading (i.e. snow), as well as resisting side loads imposed by wind forces. Design data describing the roof and wind load resistance may be found on the Compliance Certificate. Determine the appropriate support system for local site and wind exposure conditions. Many of the words or terms used in this manual are those commonly used to describe the condition of the home or its components when they are properly installed and the home is ready for occupancy. Such words or terms include but are no limited to "LEVEL", "PLUMB", "FLUSH", "ALIGN", "STRAIGHT" and "SLOPE" and are used in the text for simplicity, but the use of such terms should not be taken to indicate that reasonable trade tolerances are unacceptable. Should you have any questions or desire further clarification, contact the retailer or the manufacturing facility. v SECTION 1 DOCUMENTATION REVIEW PAGE BEFORE YOU BEGIN...................................................:.................. 3 ZONE MAPS OF THE UNITED STATES ........................................ 4 MATERIALS AND THEIR SPECIFICATIONS NOT PROVIDED BY FLEETWOOD ................................................. 5 1.. 2 (Blank Page) BEFORE YOU BEGIN...... There are several documents that must be reviewed prior to the installation of this home. They can be found stapled to the flap in the back of this manual. 1. COMPLIANCE CERTIFICATE (DATA PLATE) The Compliance Certificate is an important document found either on a wall in the master bedroom closet or on a door under the kitchen sink. A copy is also included for you to reference the structural, roof load, thermal and wind designs of the home. 2. FLOOR PLAN This document is the approved floor plan of the home. Included on this document is information regarding minimum pier capacities for mating line piers, pertinent electrical information and detailed structural requirements required by the Federal Manufactured Home Construction and Safety Standards. 3. UTILITY SCHEMATICS These documents are the approved utility schematics which depict the configuration of the different utility systems in the home, water, drain and gas. The drain schematic will indicate any portions of the drain system that require site installation for final assembly. Any "shipped loose" parts of the system will be indicated with an asterisk ( * ) indicating assembly is necessary. 4. INSTALLATION MANUAL SUPPLEMENTS Supplement pages may be included with this manual. These supplements outline special features included in the home which are not covered in the manual, or which differ from details in the manual. 5. DESIGN ZONE MAPS On page 4 you will find the Design Zone Maps for roof loads, heat and cooling and structural wind zones. Review the information on the Compliance Certificate and the zone maps to determine that the home site location is within the acceptable boundries. The boundries for structural Wind Zones II and III have been listed by state and county to further clarify Wind Zone boundries. Cl ZONE MAPS OF THE UNITED STATES NORTH RI CT W SOUTH DESIGN ROOF LOADS Nath Caroline ❑ SOUTH 20 PSF NORTH NOTE: Hawaii, Canal Zone, Puerto MIDDLE 30 PSF Rico and Virgin Islands are NORTH 40 PSF South Zone Monroe STRUCTURAL ROOF DESIGN MAP v WA — MT OR to WY NV Ur co ZONE 3 0!4fl,4, 1q1'610 ZONE 1 ZONE 2 C . AK ZONE 1 se �� ZONE 1 Q ZONE 2 : aaca.::tu Aoc000-xe'c ZONE 3 ❑ ZONE 3 HEATING & COOLING DESIGN MAP (Um VALUE ZONES) WA NH M . V< MT NDMA MN ❑ZONE I OR to SD WI MI NY Q ZONE II WY PA CTI ZONE III NE IA IL IN OH NJ Wind Zone I consists of those areas of the NV to WV VA DE United States and Its territories that are not CA co KS MO KY N MD Identified as being In Wind Zone II or III. n' This home has not been designed her ned for the hl OK sc;r 9 9 AZ NM AR RAL GA wind pressure and anchoring provisions required MS AL ocean/coastal areas and should not be located ZONE ILATx within 1500' of the coastline In Wind Zones II and III, unless the home and Its anchoring and foundation system have been designed for the k AK ZONE II Increased requirements specified for Exposure D "�x m-® ZONE til in ANSI/ASCE 7-88. ?i Hl (TYPICAL) v xv Y STRUCTURAL ZONE III WIND ZONE II (100 MPH) The following local governments listed by state (counties / parishes, unless specified otherwise) are within Wind Zone If: Alabama Nath Caroline Lee Baldwin Mobile Beaufort New Hanover Florida Monroe Brunswick Onslow All counties except those identified as being within Camden Pamlico Wind Zone III Loulelana Chowan Pasquotank St. Bernard La Fourche Columbus Pander Georgia Plaquemines Craven Perquimans Bryan Glynn Currituck Tyrell Camden Liberty Jones Washington Chatham McIntosh South Caroline Lousians Beaufort Georgetown Acadia Livingston Berkeley Horry Allen Pointe Coupes Charleston Jasper Ascension St. Helena Cdleton Williamsburg Assumption St. James Dorchester Calcasieu St. John the Baptist Cameron St. Landry Texas East Baton Rouge St. Martin Arkansas Kleberg East Feliciana St. Tammany Brazoria Matagorda Evangeline Tangipahoa Calhoun Nueoes Iberia Vermillion Cameron Orange IberyilIs Washington Chambers Relugi gatricio Jefferson Davis West Baton Rouge Galveston San LaFayette West Feliciana Jefferson Willacy Kenedy Maine Hancock Washington Virginia • The cities of: Chesapeake Princess Anne Massachusetts Norfolk Virginia Beach Barnstable Nantucket Portsmouth Bristol Plymouth Dukes IWasissippi George Jackson Hancock Pearl River Harrison Stone 4 WIND ZONE DESIGN MAP WIND ZONE III (110 MPH) The following local governments listed by State (counties / parishes, unless specified otherwise) are within Wind Zone III: Florida Broward Lee Charlotte Martin Collier Manatee Dade Monroe Franklin Palm Beach Gulf Pinellas Hendry Sarasota Loulelana Jefferson St. Bernard La Fourche St Charles Orleans St. Mary Plaquemines Terrebonne North Caroline Carteret Dare Hyde The following states and territories are within Wind Zone III: State of Hawaii Alaska, coastal regions between the 90 mph isotach on ASCE 7-88 wind map and the coast U.S. Territories: America Samoa Guam Northern Mariana Islands Puerto Rico Trust Territory of Pacific Islands U.S. Virgin Islands MATERIALS AND THEIR SPECIFICATIONS NOT PROVIDED BY FLEETWOOD MATERIAL SPECIFICATIONS CONCRETE BLOCKS Hollow load bearing concrete masonry blocks conforming to. ASTM Designation C90, Grade N. Nominal 8" x 8" x 16". COMMERCIAL METAL PIER CONCRETE FOOTING PADS CONCRETE CAP BLOCK WOOD FOOTING PADS WOOD CAP BLOCK OPTIONAL CONCRETE RUNNERS TIEDOWN STRAPS AND GROUND ANCHORS a. Main beam diagonal straps. b. Longitudinal straps front and rear. c. Supplemental straps. d. Vertical straps. e. Ground anchors for all tiedown straps. May be fabricated from steel rod, cable or other similar material. Maximum load 8,000 lbs. (Not considering footings). Available in various heights and base widths listed and stamped with maximum load capacity. Nominal 4" pre -cast concrete without reinforcement with a 28 day compressive strength at least 3,000 PSI. Nominal 2" or 4" x 8" x 16" pre -cast concrete without reinforcement. Nominal 2 x 12'x 24" minimum pressure treated lumber #2 grade any wood specie. A.single wood pad with 3,000 PSF soil capacity must be minimum #2 Doug -Fir Larch or #2 Southern Pine with minimum 12" base metal pier or 8" x 8" x 16" concrete blocks. Nominal 1 x 8 x 16" lumber Nominal 6" reinforced concrete. ' Min. 1 1/4" x 0.035" zinc coated (0.30 oz. per sq. ft.) steel strapping conforming to ASTM D3953, Type 1, Grade 1, Finish B with a minimum working load capacity of,3150 lbs and a minimum total load capacity of 4725 lbs. Slit or cut edges of zinc coated strapping do not need to be zinc coated. 1). Ground anchors shall be capable of resisting a minimum total load capacity of 4725 lbs. and a working load capacity of 3150 lbs. minimum when installed in wind zones I. II, or III. 2)• Anchors and anchoring equipment should be certified by a professional engineer, architect or a nationally recognized testing laboratory as to their resistance, based on the maximum angle of diagonal tie and/or vertical tie loading,, in accordance with testing procedures in ASTM Standard Specification D3953-91, Standard Specification for Strapping, Flat Steel and Seals. I,, SECTION 2 SITE PREPARATION PAGE STRUCTURAL, WIND AND CLIMATIC ZONES ............................... 9 WATER DRAINAGE AND SITE GRADING ...................................... 9 GROUND BARRIER.......................................................................... 9 VEGETATION CONTROL AND UTILITY LOCATIONS .................... 10 SOIL BEARING VALUES AND PROCEDURES ............................... 10 7 SITE PREPARATION CAUTION WHERE THE HOME IS TO BE LOCATED IS EXTREMELY IMPORTANT FOR THE PROPER INSTALLATION OF THE. HOME. THE FOLLOWING ARE ITEMS THAT NEED TO BE TAKEN INTO CONSIDERATION PRIOR TO DETERMINING THE PROPER LOCATION. , STRUCTURAL, WIND AND CLIMATIC ZONES ` Refer to a copy of the Compliance Certificate for this home and zone maps on page 4 to determine that the home's location is within the specified zones and boundries. WATER DRAINAGE AND SITE GRADING It is necessary to control the flow of rain and irrigation water and keep it from running under the home. Locate the home a distance from natural streams and rivers. It is necessary that the home site be properly graded and sloped to prevent water and moisture collecting under the home. If the home is set in a pit, it is also necessary to provide water drainage away from the underside of the home.., Controlling the water and moisture under the home will improve the stability of the footings and piers that support the home. CAUTION • EXCESSIVE WATER IN THE SOIL UNDER THE HOME WILL�CAUSE UNNECESSARY DETERIORATION TO THE HOME AND AFFECT THE COMFORT LEVEL IN THE HOME. CONTINUOUS STANDING WATER UNDER THE HOME CAN CAUSE CONDENSATION PROBLEMS AND AFFECT THE HOME'S WARRANTY. I 1 I I .,rte DO crown and grade site to slope away from the home. 3 DO crown and grade site to slope away from the home. 0 DO NOT grade site or set the home'so that water collects beneath the home. DO NOT grade site or set the home so that water collects beneath the home. DO crown and grade site to slope away from the home. DO NOT grade site or set the home so that water collects beneath the home. GROUND BARRIER There is a strong tendency for ground moisture to be drawn into the home greatly complicating efforts to control humidity and condensation. A ground moisture -vapor retarder of 6 mil. rated polyethylene plastic, vinyl or similar material laid on the ground surface under the home is recommended to assist in controlling the humidity in the home. 9 SITE PREPARATION (cont'd.) VEGETATION CONTROL Cut back low hanging tree branches, bushes and other vegetation and debris which could scrape walls and roof when the home is installed. Consider future growth and possible swaying movement of branches in projected wind, snow or ice conditions. Remove all vegetation from under the home site. This will make it easier to place footings and piers. Any debris that could become termite infested should be removed completely from the home site and surrounding area. UTILITY LOCATIONS Review the location of utility inlets for water, gas and electricity and the outlet for the sewer connection. Evaluate the site location for any provided utility connections and determine there are no obstructions to making these connections to the home. SOIL BEARING VALUES Many local building jurisdictions have soil bearing values available in pounds per square foot (psf). It is important that this information be obtained in order to determine that the home footing sizes and piers are adequate to support the home. However, if (1) Soils investigation and analysis of the site, (2) Compliance with the local building code and (3) Competent opinion by a local registered professional engineer or building official are unavailable, use the procedure shown below to determine the soil bearing capacity. If the procedure below is not used, all footing sizes and piers shall be determined by the 1000 pounds per square foot soil capacity columns as indicated in Section 3. PROCEDURE TO DETERMINE THE SOIL BEARING CAPACITY The following method is suggested for determining the allowable soil bearing capacity to be used in the sizing of footings. Such a method is only an approximation, and the results should be properly interpreted. 1. Obtain a pocket penetrometer, such as model CL -700A by Soil Test. Contact Cal -Cert Co. P.O. Box 416 Clackamas, Oregon 97015 or call 1-800-356-4662. 2. Test an area adjacent to, or within 10 feet of, the perimeter of the home. 3. Dig down to undisturbed soil a minimum of 4 inches. Uncover an area of at least one square foot. 4. Using the pocket penetrometer, take at least seven readings. 5. Take an average of the middle five readings, disregarding the highest and the lowest readings. Round this average down to the nearest soil bearing value. Use this value for determining minimum footing sizes. 6. Drive a wooden stake beside the test area so that an inspector will be able to verify the results, should the inspector desire to do so. 7. Verify that test results are in agreement with the description of soil table. GENERAL DESCRIPTION OF SOILS ALLOWABLE PRESSURE (Pounds Per Square Foot) SOIL TYPE No allowance made for overburden based on the unified pressure, embedment depth, water classification system table height or settlement problems rock or hard pan 4,000 and u Sandy Gravel or Gravel 2,000 Sand, Silty Sand, Clayey Sand, 1,500 Silty Gravel, or Clayey Gravel Clay, Sandy Clay, Silty Clay, or 1,000 Clayey Silt Uncommitted Fill Special analysis is required. Peat or Or anic Clays Special analysis is required. NOTE DEPENDING ON THE SITE LOCATION YOU MAY WANT TO APPROXIMATELY LOCATE FOOTING PADS, PIER BLOCKS OR STANDS, ANCHORS AND TIEDOWN STRAPS THAT MIGHT BE DIFFICULT TO PLACE AFTER THE SECTION OR SECTIONS OF THE HOME ARE IN THEIR FINAL POSITION. 10 SECTION 3 FOUNDATIONS PAGE FOOTING PADS AND PIERS........................................................... 13 PIER LOCATION ELEVATIONS....................................................... 14 FOUNDATION FOOTINGS WITH CONCRETE . 21 AND COMMERCIAL METAL PIERS ................................................. 15 FOOTINGS AND FROST LINES ....................................................... 15 CONCRETE BLOCK PIERS.............................................................. 16 COMMERCIAL METAL PIERS.......................................................... 17 MINIMUM FOOTING REQUIREMENTS 26' LABELED PERIMETER & G-2 STRAP PIERS ................................. 17 MAIN BEAM FOOTING CONFIGURATION AND SPACING PROCEDURE.......................................................... 18 FOOTING AND TIEDOWN STRAP SPACING MAIN BEAM - 10 WIDE............................................................. 19 MAIN BEAM & PERIMETER - 10 WIDE...................................20 MAIN BEAM - 12 WIDE............................................................ 21 MAIN BEAM & PERIMETER - 12 WIDE...................................22 MAIN BEAM - 13 WIDE............................................................ 23 MAIN BEAM & PERIMETER - 13 WIDE ................................... 24 MAIN BEAM - 14 WIDE............................................................ 25 MAIN BEAM & PERIMETER - 14 WIDE ................................... 26' MAIN BEAM - 16 WIDE............................................................ 27 MAIN BEAM & PERIMETER - 16 WIDE...................................28 MAIN BEAM - 18 WIDE............................................................ 29 MAIN BEAM & PERIMETER - 18 WIDE...................................30 MAIN BEAM FOOTING SPACING USING PRE -POURED (UNREINFORCED) CONCRETE FOOTINGS SINGLE DOUBLE OR TRIPLE SECTIONS 20 PSF ROOF....... 31 SINGLE DOUBLE OR TRIPLE SECTIONS 30 PSF ROOF....... 32 SINGLE DOUBLE OR TRIPLE SECTIONS 40 PSF ROOF....... 33 TRIPLE SECTION WITH TRANSVERSE ROOF FOOTING CONFIGURATIONS AT MAIN BEAM AND SUPPORT POSTS................................................................. 34 MATING LINE FOOTING CONFIGURATIONS.................................35 MATING LINE PIERS........................................................................ 36 MATING LINE TIEDOWN STRAPS...................................................36 PORCH PIERING.............................................................................. 37 DECKPIERING................................................................................. 38 11 FOUNDATION FOOTING PADS AND PIERS FOOTING PADS Footings are required under each pier to distribute the home load to the ground. The size of the footing is determined by the allowable soil bearing pressure and load each pier has to carry. The details in this section provide the available configurations for concrete block and metal piers. Footing sizes and materials other than those shown in this manual may be used as long as the area of the footing is appropriate for the pier load and allowable soil bearing value at the site. Check with local building authorities for requirements for installation of the home due to ground conditions. Footing pads may be placed at grade level. In areas where the ground is subject to freezing, the footing pads must extend below the frost line established by local jurisdiction. See page 15 for frost line information. PIERS The piers used must be strong enough to transmit the vertical load, which includes the weight of the home, its furnishings, and temporary roof loading, to the foundation surface below. Pier spacings other than those shown in this manual may also be used as long as spacing does not exceed the maximum pier spacing shown. Pier designs and heights shown in this manual can be used on flat or sloping ground. OPTIONAL POURED CONCRETE RUNNERS Concrete runners full length, or transverse of the home may be considered as an alternate pier support system to individual concrete or wood footings for single and multi wide homes, Common full length concrete runners are outlined below. When using transverse runners they should extend from sidewall to sidewall at the spacing shown in this section. Additional poured runners shall be provided at the mating line for piers at the ridge beam support post locations. Before these methods are used be sure such methods are adequate for the site location and is permitted by the applicable local code. TYPICAL EACH RUNNER REINFORCED POURED CONCRETE (TYPICAL) 4 POUR RUNNERS (MULTI SECTION) TYPICAL EACH RUNNER 2 POUR RUNNERS (SINGLE SECTION) M111.0 l nlVm REINFORCED POURED CONCRETE (TYPICAL) DETERMINED BY SECTION REINFORCED POURED WIDTH AND MAIN BEAM CONCRETE (TYPICAL) SPACING (TYPICAL) 3 POUR RUNNERS (MULTI SECTION) Pw2u?IImm WILLIAM C. FARISH kem-�T CONCRETE RUNNER WIDTH L MIN. 6' THICK DETERMINED BY SECTION WIDTH AND MAIN BEAM REINFORCED SPACING (TYPICAL) POURED CONCRETE 2 POUR RUNNERS (TYPICAL) (SINGLE SECTION) NOTE INSTALLATIONS PROPOSING DIFFERENT DETAILED SPECIFICATIONS SUCH AS BLOCK SIZE OR LOADS SHALL BE JUSTIFIED BY ENGINEERING DATA. DETAILS, PLANS AND/OR TEST DATA SHALL BE SUBMITTED TO THE LOCAL ENFORCEMENT AGENCY FOR APPROVAL. 13 PIER LOCATION ELEVATIONS_ RECESSED ENTRY POST -7 OVER 42" TO 72" MAX. m II Jl r- I r HE] 8 > `> IL_JI II...... L__J II. . . . . ......... .. ........... ......... ........ RECESSED ENTRY AREA MAY BE AT RANDOM LOCATIONS ALONG SIDEWALL PIER UNDER POST AT PIERS UNDER JAMB STUDS FOR DOOR PIER UNDER PORCH OR RECESSED OPENINGS OVER 48" WIDE, SUCH AS MASONRY FACED ENTRY SLIDING GLASS DOORS. PIERS FOR FIREPLACE IN DOORS UNDER 48" WIDE REQUIRED FLOOR OVERHANG FACTORY INSTALLED LABELED G=2 ONLY TO MAKE NON ID EREQUIREL SHEARWALL STRAP. NUMBER OF STRAPS DOORS OPERATIONAL. ON HOME WILL VARY. HOME MAY NOT HAVE ANY SUCH STRAPS ON THE EXTERIOR WALL. NOTE See page 17 for minimum footing requirements for labeled perimeter piers and labeled G-2 shearwall strap NOTE The above labeled perimeter piers are not required If full perimeter plering Is part of the home support and the location of the perimeter piers are within 2 feet of the labeled locations. Exception: A perimeter pier must be Installed at a labeled G-2 strap location. LABELED PERIMETER PIERS m MAIN BEAM BOTTOM OF H H� FLOOR LINE PIERS REQUIRED UNDER EACH MAIN BEAM AT VARIOUS MAXIMUM ON CENTER SPACING. MAIN BEAM PIERS F%0ZA PWI A\+ WILLIAM C. FARISH IVN RIDGE BEAM RIDGE BJIM t:14�6EEA Ne,tQ.as9aeR P / POSTS TYP CALPPORT NOTE See floor plan for minimum pier loads required for each support post. Pier tag located at each support post location. MULTI WIDE SECTION MATING LINE RIDGE BEAM SUPPORT POST PIERS 14 FOUNDATION FOOTINGS WITH CONCRETE BLOCK PIERS "1a• I SINGLE PAD FOOTING TWO DOUBLE PAD FOOTINGS 'I I DOUBLE PAD FOOTING QUAD PAD LOAD FOOTINGS DISTRIBUTING 16" X 16" X 4" CONCRETE SUPPORT PAD FOOTINGS ' I 'y. I 16* < , DOUBLE PAD FOOTING TRIPLE PAD .�' FOOTINGS TWO DOUBLE PAD FOOTINGS 8" X 16" X 4" CONCRETE PAD FOOTINGS Ir �24• •i - SINGLE PAD �� �� v4• FOOTING DOUBLE PAD FOOTING LOAD DISTRIBUTING PAD FOR SUPPORT TRIPLE PAD FOOTING 2X12X24"WOOD PAD FOOTINGS FOUNDATION FOOTINGS WITH COMMERCIAL METAL PIERS SINGLE PAD FOOTING DOUBLE PAD FOOTING TWO DOUBLE PAD FOOTINGS LOAD DISTRIBUTING PAD FOR SUPPORT 16" X 16" X 4" CONCRETE PAD FOOTINGS FROST LINE DEPTH AS ESTABLISHED BY LOCAL JURISDICTION SINGLE PAD FOOTING 1 1/4" TRIPLE PAD FOOTING DOUBLE PAD FOOTING LOAD DISTRIBUTING PAD FOR SUPPORT 2 X 12 X 24" WOOD PAD FOOTINGS FOOTINGS AND FROST LINES In areas where the ground is subject to freezing, frost heaving can lead to unleveling and even damage to the home. Follow these details in areas where the ground is subject to freezing. - TYPICAL PIER BOTTOM OF FOOTING PAD LOCATED AT FROST LINE TYPICAL PIER FOOTING PAD pwinlexx WILLIAM C. FARISH IV .® "W"M 00.0429468 I/ r BACK FILL WITH ANY CLEAN GRANULAR SAND. COMPACT FOR FIRM SUPPORT OF FOOTING. ALTERNATE METHOD WHEN FROST LINE IS NOT, OR CANNOT BE ESTABLISHED. Interior footings may be placed above the frost line when the home is provided with a perimeter foundation or skirting having insulation properties sufficient to prevent freezing of the soil under or adjacent to every load bearing component of the foundation and acceptable for this purpose to the local authority having jurisdiction. 15 CONCRETE BLOCK PIERS 8" X 16" HOLLOW CONCRETE MASONRY BLOCKS (NO MORTAR OR GROUT REQUIRED) . WOOD WEDGES FOR HEIGHT ADJUSTMENT. MAXIMUM THICKNESS 1 1/2 INCH AND MINIMUM SIZE 4" X 8". 10V 36" 36" MAX, UP TO BLOCK 80' MAX. HEIGHT CAP BLOCK(S) BLOCK CAP BLOCKS OF VARIABLE HEIGHT THICKNESS MAY BE USED IN COMBINATION WITH EACH OTHER F� ALONG WITH MINIMUM i" WOOD WEDGES UP TO A MAXIMUM " HEIGHT OF 8. r ., NOTE Concrete block may be used along with commercial metal metal piers. SINGLE BLOCK PIER DOUBLE BLOCK PIER 8,000 LBS MAXIMUM CAPACITY 16,000 LBS MAXIMUM CAPACITY PIER CAPACITY MUST BE THE SAME AS PIER CAPACITY MUST BE THE SAME AS OR GREATER THAN THE FOOTING OR GREATER THAN THE FOOTING CAPACITIES ON PAGE 35. CAPACITIES ON PAGE 35. to) pv MAIN MAIN BEAM PIERS WOOD �' Past¢deY BEAM 'aa WEDGES WILLIAM C. FARISH MAIN BEAM • °°ay> A t WOOD •a !• °a WEDGES • ° � G&042946R i •� CAP ~ v LV BLOCK CAP BLOCK f� SINGLE BLOCK PIER DOUBLE BLOCK PIER PERPENDICULAR TO MAIN BEAM PERIMETER PIERS PIER MAY BE OFFSET UP TO 6" MAX. EACH SIDE OF STRAP TO MISS FRAME OBSTRUCTIONS AS LONG AS THE PIER STILL SUPPORTS THE EXTERIOR L�., '`� 4 X 4 OR 2 - 2X 4'S ON EDGE FLOOR RIM PLATE. WALL i i (NAILED TOGETHER) SPANNING ---j JOISTS UNDER LABELED MINIMUM 2 FLOOR JOISTS IWA G-2 STRAP SHEAF LL WOOD > �. WEDGES TYPICAL FLOOR JOIST " BLOCK CAP WOOD WEDGES WOOD FLOOR RIM CAP `` /7 WEDGES PLATE BLOCK CAP r E� BLOCK 51 -1 `z�%'' 10" MAX. SETBACK FROM ��:Z%" f.� EDGE OF FLOOR BLOCKS PARALLEL WITH BLOCKS PARALLEL AND RECESSED s" MAC' SETBACK EDGE OF FLOOR BACK FROM EDGE OF FLOOR AT LABELED G-2 STRAP LOCATION 16 CONTACT PAD COMMERCIAL METAL PIERS Commercial metal piers maybe used along with concrete piers. ' rte` DJUSTABLE RISER WITH X°,•. •° DJUSTABLE NUT AND 1ASHER (IF REQUIRED) PIER FRAME NOTE Pier capacity is listed and labeled by pier manufacturer on each pier. Pier capacity must be the same as or greater than the footing capacities on Page 35. EXTERIOR WALL � � r FLOOR (1W RIM PLATE ALTERNATE CONTACT PAD DIRECTION EVERY OTHER PIER MAIN BEAM 'a ° a a a a MAIN BEAM PIERS PERIMETER PIERS 4X4OR2 -2X4'SON EDGE (NAILED TOGETHER) SPANNING MINIMUM 2 FLOOR JOISTS JOISTS UNDER 4 X 4 OR 2- 2 X 4'S SHEARWALL ON EDGE (NAILED TOGETHER) TYPICAL FLOOR JOIST TYPICAL FLOOR JOIST 10' MAX. SETBACK FROM EDGE OF FLOOR 10- MAX. SETBACK FROM EDGE OF FLOOR LABELED G-2 STRAP AT EDGE OF FLOOR RECESSED BACK FROM EDGE AT LABELED G-2 STRAP LOCATION OF FLOOR MINIMUM FOOTING REQUIREMENTS FOR LABELED PERIMETER PIERS AND LABELED G-2 SHEARWALL STRAP PIERS PwY$"Ma WILLIAM C. FARISH 1 Emma LABELED PERIMETER PIERS L FOOTING CONFIGURATIONS z3 C. ,:- 16"x16" 8"x16" 16" x 16" 8" x 16" 2x12x24" V a Concrete Concrete 2 x 12 x 24" Pad Pad Wood Pad 1000 SINGLE DOUBLE SINGLE 1500 SINGLE DOUBLE SINGLE 2000 TO SINGLE DOUBLE SINGLE 4000 LABELED G-2 SHEARWALL STRAP L' FOOTING CONFIGURATIONS u a 16"x16" 8"x16" Concrete Concrete 2x12x24" Pad Pad Wood Pad 1000 DOUBLE 2 DBL PADS DOUBLE 15p0 DOUBLE TRIPLE DOUBLE 2000 TO SINGLE DOUBLE SINGLE 4000 17 MAIN BEAM FOOTING CONFIGURATION AND SPACING PROCEDURES The footing configuration and spacing tables on the following pages determine the footing configuration and spacing by section width. Eave size is 12" maximum to 14 wide, and 6" maximum for 16 and 18 wide sections. The range In Inches of various width homes is provided to assist In referencing the proper page. NOTE 8 rad hooting ::m:*Pmd: OiJlitg::: Two DbI Pad Ftni; Homes requiring perimeter footings will have the copy of the floor plan stamped "PERIMETER PIERING REQUIRED". Live E!TwoOSI Pad Ftng. Sgl. Pad Footingpl� SECTION WIDTHS Load Main Beam Sizen Beam Size Main Beam Sae Range (in inches) Of Section Floor Widths` �f) 40 SECTION "A" 4'-s' 10 Wide 118" 126' 10'-6• t 12 Wide 132" to 143" SECTION "B" a' 13 Wide 150" to 157" s' s' 14 Wide 158" to 168" 1a tz 16 Wide 186" to 190" SECTION "C" MAY ALSO BE LOCATED ADJACENT TO > SECTION •A• AND AT VARIABLE 18 Wide 204" - LOCATIONS ALONG SECTION SIDEWALL. * Measured across section at floor excluding B exterior siding. A. If you are installing a single section home go to PROCEDURE FOR FOOTING CONFIGURATION AND the appropriate section width page. SPACING TABLES: B. If you are installing a multi section home where 1. Determine the soil bearing capacity. both sections, or all sections, are the same width, 6' go to the appropriate section width page. 2. Determine the design roof live load of the home. C. If you are installing a multi section home where 3. Following that line across the table, and based on one or more of the sections are different in width, the main beam size determine the footing spacing follow the example below, then go to the and configuration. appropriate section width pages. 4. Footing placement to start at no more than one foot D. For third section with transverse roof design see (1'-0" to edge of pier) from the ends of both mainbeams. Page 34 for footing and pier requirements at 30 port posts and ends of main beam. 5. The spacing for any individual footing may exceed 5' the spacing shown up to 10% as long as the average DTI 0 .'S� EXAMPLE USING- O spacing does not exceed the spacing shown. T gile#ad`Frtir` 1tr70psf soil capacity, WILLIAM C. FARISH IV :: :::::..::.:.:::<.; t>io 0`psf roof live load, supporting 1€'..main beam. SECTION 12 WIDE SECTION 10 WIDE SECTION FOOTING _ SPACING PER 14 WIDE PAGE FOOTING SPACING PER 12 WIDE PAGE FOOTING SPACING PER 10 WIDE PAGE CONCLUSION: \ 14 wide section main beam footing spacing would be 6'-0" o.c. max. 12 wide section main beam footing spacing would be 7'-0" o.c. max. 10 wide section main beam footing spacing would be 8'-0" o.c. max. ALTERNATE CONCLUSION: Each sections footings may be spaced on the worst case spacing. Therefore the maximum footing spacing for all three sections can be at 6'-0" o.c. 17 10' 12' Roof MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Live Sgt. Pad Footing t3tij:tadFri4Eiiig: Two Dbl Pad Ftnl Load Main Beam Size Main Beam Size Main Beam Size ii213` 43'-6-13-6-137'. T T 8'la1230366' 8' 1a 12 40 s' '2.6• S6' s'•6' 6' 8' 1a 11• 20 5 8' 10 10' 8 10' 12•• 4•br 9' 9' 9• 10' 12• MAXIMUM MAIN BEAM FOOTING SPACING (In Live 8 rad hooting ::m:*Pmd: OiJlitg::: Two DbI Pad Ftni; Load Roof MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) _ .... Live E!TwoOSI Pad Ftng. Sgl. Pad Footingpl� 8' Load Main Beam Sizen Beam Size Main Beam Sae �f) 40 8' 10• 1r0•r3 36 2 6•SIr 2 7 2 4'-6' 4'-s' l a 1a 126' 10'-6• 17 10' 12' Roof MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Live Sgt. Pad Footing t3tij:tadFri4Eiiig: Two Dbl Pad Ftnl Load Main Beam Size Main Beam Size Main Beam Size ii213` 43'-6-13-6-137'. T T 8'la1230366' 8' 1a 12 40 s' '2.6• S6' s'•6' 6' 8' 1a 11• 20 5 8' 10 10' 8 10' 12•• 4•br 9' 9' 9• 10' 12• MAXIMUM MAIN BEAM FOOTING SPACING (In Live 8 rad hooting ::m:*Pmd: OiJlitg::: Two DbI Pad Ftni; Load Main ae I Main Beam Sae I Main Beam Sae (PSf) 8' 10• lr :::: tr 8' 10• 1r :.20:< a' a' a' s' s' s' a 1a tz 30 3'-6• 3-6' 3 - - T B to 12 40 3 3 3 6 6 6' 9 1a i2 20 6' 6' 6' 81 10' 12• 8• 10' 12- 30 S' S 5' 8' 8' 10' 9'6" 10'-6 9'A" 8' 8• 10' 10' 12' 1r MAIN BEAM FOOTING CONFIGURATIONS AND SPACING 10 WIDE - SINGLE, DOUBLE, OR TRIPLE SECTIONS 1 1 I I I SECTION "A": --+--i--+--i--+--i--t--rte; SECTION "B"I I 1% : l;,> iv SPACES ��rryyVARIES 4N 'C' '> SEE TABLE 1 ■ MAIN BEAM FOOTINGS I I I I I These tables determine the footing pad configuration and footing spacing along the main beams of the section(s). Refer to page 15 for footing pad configuration details. Review the table that indicates the footing type you are going to use. Refer to page 18 for the procedure on using the tables. 2 X 12 X 24" WOOD FOOTINGS ? Height from ground to bottom of main beam (inches) MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) n H Roof Sgl. Pad Footing Dbl. Pad Footing Triple Pad Footing ac Live �j a Load Main Beam Size Main Beam Size Main Beam Size (psf) (psf) 45° �j 37" to 48" 8" 10- 8" 10" 12" 8" 10' 12" 8" 10' 12' 4' 20 4' 4' 4' 8' 8'-6" 8'-6" 8' 10' 12' 1000 30 3'-6" 3'-6" 3'-6" 7'-6' 7'-6" T-6" 8' 10' 11' 3' 40 3' 3' 3' 6'-6" 6'-6" 6'-6" 8' 10' 8' 6' 20 6'-6" 6'-6" 6'-6" 8' 10' 12' 8' 10' 12' 1500 30 5'-6" 5'-6" 5'-6" 8' 10' 11' 8' 10' 12' 4'-6" 40 5' 5' 5' 8' 10' 10' 8' 10' 12' 8' 20 8' 8'-6" 8'-6" 8' 10' 12' 8' 10' 12' 2000 30 T-6" T-6" T-6" 8' 10' 12' 8' 10' 12' 6' 40 6'-6" 6'-6' 6'-6" 8' 10' 12' 8' 1 10' 12' 8' 20 8' 10' 12' 8' 10' 12' 8' 10' 12' 3000 30 8' 10' 11' 8' 10' 12' 8' 10' 12' 8' 40 8' 10' 10' 1 8' 10' 12' 8' 10' 12' _ 20 — — -- 8' 10' 12' 8' 10' 12' 4000 30 — — _ 8' 10' 12' 8' 10' 12' 40 40 _ __ _ 8' 10' 1 12' 8' 10' 12' PROCEDURE: FOR ALL WIND ZONES 8" X 16" X 4" CONCRETE FOOTINGS ? Height from ground to bottom of main beam (inches) MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) n H Roof Live Dbl. Pad Footing Triple. Pad Footing Two Dbl Pad Ftng. U g Load Main Beam Size Main Beam Size Main Beam Size Main Beam Size (psf) (psf) 4'-0" 45° �j 37" to 48" 8" 10- 12" 8' 10' 1 12" 8' 10" 12' 12" 20 4' 4' 4' 6' 6' 6' 8' 8' 8' 1000 340 3'-6" 3'-6" T-6" 5' 5' 5' T T 7' 12' 0 3' 3' 3' 4'-6" 4'-6" 4'-6" 6' 6' 6' 12' 20 6' 6' 6' 8' 9' 9' 8' 10' 12' 1500 30 5' 5' 5' 8' 8' 8' 8' 10' 10'-6' 12' 4'-6" 4'-6" 4.-V„ T r T 8' 9..6., 9--w- 12' 20 8' 8' 8' 8' 10' 12' 8' 10' 12' 2000 30 7' 7' T 8' 10' 10'-6' 8' 10' 12' 12' 40 6' 6' 6' 8' 9'-6" 9'-6" 8' 1 10' 12' 1 12' 20 8' 10' 12' 8' 10' 12' 8' 10' 12' 3000 30 8' 10' 10'-6' 8' 10' 12' 8' 10' 12' 12' 40 8' 9'... 9'.6" 8' 10. 12' 8' 10' 12' 12' 20 _ - — 8' 10' 12' 8' 10' 12' 4000 30 30 _ - 8' 10' 12' 8' 10' 12' 12' 40 40 8' 10' 1 12' 8' 10' 1 12' 16" X 16" X 4" CONCRETE FOOTINGS ? Height from ground to bottom of main beam (inches) MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) ay Roof Live Sgl. Pad Footing Dbl. Pad Footing Two Dbl Pad Ftng. 4'-9" Load Main Beam Size Main Beam Size Main Beam Size — (psf) 4'-0" 45° 54° 37" to 48" T-0" 8" 10' 12' 8" 10' 1 12" 8" 10" 12" 70° 20 4' 4' 4' 8' 8' 8' 8' 10' 12' 1000 30 3'-6" 3'-6" 3'-6' 7' T 7' 8' 10' 12' 40 3' 3' 3' 6' 6' 6' 8' 10' 12' 206. 6' 6' 8' 10' 12' 8' 10' 12' 1500 30 5' 5' 5' 8' 10' 10'-6" 8' 10' 12' 40 4'-6" 4'-6" 4'-6" 8' 914" 91-6" 8' 10' 12' 20 8' 8' 8' 8' 10' 12' 8' 10' 12' 2000 30 T T 7' 8' 10' 12' 8' 10' 12' 40 1 6' 6' 1 6' 8' 1 10' 1 12' 8' 1 10' 1 12' 20 8' 10' 12' 8' 10' 12' 8' 10' .12' 3000 30 8' 10' 10'-6' 8' 10' 12' 8' 10' 1 12' 40 8' 9'-6" 9'-6" 8' 10' 12' 8' 10' 12' 20 _ 8' 10' 12' 8' 10' 12' 4000 30 _ - _ 8' 10' 12' 8' 10' 12' 40 8' 10' 12' 1 8' 10' 12' TIEDOWN STRAP SPACING 1. Over the length of the home, find the furthest distance the bottom of the main beam is from the ground. 2. Measure that distance and locate that height in the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The Initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. 15. The spacing for any Individual strap may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. MAXIMUM TIEDOWN STRAP SPACING Height from ground to bottom of main beam (inches) WIND ZONE Diagonal Strap Angle I Min. Max. II I�I 8" to 18" 11'-0" 4'-9" 4'-0" 45° 47° 19" to 36" 9'-0" 4'-9" 4'-0" 45° 54° 37" to 48" T-0" 4'-9" 4'-0" 54° 60° 49" to 80" 5' 0" 3' 3" 2'-9- 60° 70° Wel MAIN BEAM WITH PERIMETER FOOTING CONFIGURATIONS AND SPACING 10 WIDE - SINGLE, DOUBLE, OR TRIPLE SECTIONS 1 ❑ 1 ❑ ❑ , ❑ ❑ 1 ❑ ❑, ❑ O 01 --t--t-- •--t--t--t--i --r--i --Pz I 1 I I bH1SECTION SPACING ARIEtEE SECTION "B" o ' ❑ ❑ ' ❑ ❑' ❑ ❑ 01 �4z I I I A-' ❑ li ❑I ■ MAIN BEAM FOOTINGS ❑ PERIMETER FOOTINGS PERIMETER FOOTING CONFIGURATION AND SPACING PROCEDURE: 1. Determine the design roof live load of the home. 2. Determine the soil bearing capacity. 3. Following that line across the table determines type of footing configuration and spacing. 4. Footing placement to start at no more than one foot (1'-0" to edge of pier) from each corner of the home. 5. The spacing for any footing may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. PROCEDURE: These tables determine the footing pad spacing and footing configuration along the main beams and perimeter of the section(s). Refer to page 15 for footing pad configuration details. Review the tables that indicate the footing type you are going to use for main beams and perimeter piers. • 1 -i Refer to page 18 for the procedure on using the tables below. Main beam footing spacing tables acceptable for roof live load 40 psf maximum. MAIN BEAM FOOTING CONFIGURATION AND SPACING 8" X 16" X 4" CONCRETE FOOTINGS PERIMETER FOOTING MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) y CONFIGURATION AND SPACING 8- 10- 1'7 v Dbl. Pad Footing FOOTING CONFIGURATIONS U y Main Beam Size Maln Beam Size r°n 8" 10" 17 8• 1 10- 12" 8" 10" 17 1000 T -6"T-6" Tom" Z n 16"x16" 8••x16•' 2000 gc 0 3000 Concrete Concrete 2 x 12 x 24" wood PadTL LL'o 8' 8' 10 1 r0 Pad Pad 20 1000 SINGLE DOUBLE SINGLE 6'-0" 1000 DOUBLE TRIPLE DOUBLE 20 1500 SINGLE DOUBLE SINGLE 8'-0" 2000 to 4000 SINGLE DOUBLE SINGLE 1000 DOUBLE TRIPLE DOUBLE 1500 SINGLE DOUBLE SINGLE 3o 8'-o" 2000 to a0oo SINGLE DOUBLE SINGLE 1000 DOUBLE N/A DOUBLE 40 1500 DOUBLE TRIPLE DOUBLE8'-0' 2000 to 4000 SINGLE DOUBLE SINGLE PROCEDURE: These tables determine the footing pad spacing and footing configuration along the main beams and perimeter of the section(s). Refer to page 15 for footing pad configuration details. Review the tables that indicate the footing type you are going to use for main beams and perimeter piers. • 1 -i Refer to page 18 for the procedure on using the tables below. Main beam footing spacing tables acceptable for roof live load 40 psf maximum. MAIN BEAM FOOTING CONFIGURATION AND SPACING TIEDOWN STRAP SPACING 1. Over the length of the home, find the furthest distance the bottom of the main beam Is from the ground. 2. Measure that distance and locate that height in the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The Initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. 5. The spacing for any strap may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. MAXIMUM 8" X 16" X 4" CONCRETE FOOTINGS Z U y V n MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) y 87 10" 17 8- 10- 1'7 y Dbl. Pad Footing Triple Pad Footing Two Dbl Pad Ftng. U Main Beam Size Main Beam Size Maln Beam Size r°n 8" 10" 17 8• 1 10- 12" 8" 10" 17 1000 T -6"T-6" Tom" 8' 10' 11'-6" 8• 10' 1r 1500 8' 10 11'.6' B' 10• 17 8' 10' 17 2000 8'10' 12 8' 10' 1 r 8' 10' 1Z 3000 8 10' 17 8' 10' 17 B' 10 17 4000 — - — 8' 8' 10 1 TIEDOWN STRAP SPACING 1. Over the length of the home, find the furthest distance the bottom of the main beam Is from the ground. 2. Measure that distance and locate that height in the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The Initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. 5. The spacing for any strap may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. MAXIMUM 16" X 16" X 4" CONCRETE FOOTINGS Z U y V n MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Sgl. Pad Footing Dbl. Pad Footing Two Dbl Pad Ftng. Main Beam Size Main Beam Size Main Beam Size y 87 10" 17 8- 10- 1'7 8" 10" 12- 71000 1000 7-6" T-6" 7-6" 8' 10' 1r 8" 10• 12- 71000 1500 B' 10'11 •-6' 8' 10' 17 B' 10' 17 2000 8' 10• 1r 81 10' 17 8' 10' • 17 3000 8' 10' 17 8' 10' 17 8' 10' 17 4000 -- - — 8• 10' 1 r 8' 10• jr TIEDOWN STRAP SPACING 1. Over the length of the home, find the furthest distance the bottom of the main beam Is from the ground. 2. Measure that distance and locate that height in the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The Initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. 5. The spacing for any strap may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. MAXIMUM 2 X 12 X 24" WOOD FOOTINGS H MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Sgl. Pad Footing Dbl. Pad Footing Triple Pad Footing U a Main Beam Size Main Beam Size Maln Beam Size Min. Max. 87F 10" 17 8" 10" 17 8" 10• 12- 71000 1000 8' 8' 8' 8' 10• 1 r 9'-0" 1500 B' 10' 17 8• 10' 17 8' 10' 17 T-0" 8' 10' 17 8' 10' 17 8' 10• 1 r000 !2000 8' 10' 17 8' 10• 17 8' 10' 17000 60° 700 — -- — 8• 10' 1 r 8' 1 r TIEDOWN STRAP SPACING 1. Over the length of the home, find the furthest distance the bottom of the main beam Is from the ground. 2. Measure that distance and locate that height in the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The Initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. 5. The spacing for any strap may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. MAXIMUM TIEDOWN STRAP SPACING Height from ground to bottom WIND ZONE Diagonal Strap Angle I Min. Max. 8" to 18" 11'-0" 4'-9" 4'-0" 45° 47° 19" to 36" 9'-0" 4'-9" 4'-0" 450 540 37" to 48" T-0" 4'-9" 4'-0" 540 600 49" to 80" 5'-0" i 3'-3" 2'-9" 60° 700 20 MAIN BEAM FOOTING CONFIGURATIONS AND SPACING E - SINGLE, DOUBLE, OR TRIPLE SECTIONS 6/I .• I. I .q, ' i SECT�ON "A' wILuA,,Ntie:�A�tsl�-rpt 0"2946R i SECTIION "B" i 1" SPACNO I Y� VARIES ' I SECTION "C"' ' SEE TABLE ■ MAIN BEAM FOOTINGS I I I I I These tables determine the footing pad configuration and footing spacing along the main beams of the section(s). Refer to page 15 for footing pad configuration details. Review the table that indicates the footing type you are going to use. Refer to page 18 for the procedure on using the tables. 2 X 12 X 24" WOOD FOOTINGS Z" MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) a= Roof Sgl. Pad Footing Dbl. Pad Footing Triple Pad Footing ^ Live a Load Main Beam Size Main Beam Size Main Beam Size 8" (W 12" 8- 10" � 8" 8" 10' 12' 8" 10" 12" 8" 10" 12" 5' 20 3'-6" 3'-6" 3'-6" T T T 8' 10' 11' 1000 30 3' 3' 3' 6'-6" 6'-6" 6'-6" 8' 9'-6" 9'-6" 4' 40 2'-6" 2'-6" 2'-6" 6-6- 5'-6- 6-6" 8' 8'-6- 8'-6- r-6" 20 51-6" 51-6" 51-6" 8' 10' 11' 8' 10' 12' 1500 30 4'-6" 4'-6" 4'-6" 8' 9'-6" 9'-6" 8' 10' 12' 6' 40 r 4• 4- r 8'-6" 8'-6" 8' 1 10' 12' 10' 20 T 7' 7' 8' 10' 12' 8' 10' 12' 2000 30 6'-6" 6'-6" V-6- 8' 10' 12' 8' 10' 12' 8' 40 6-6" 5'-6" 6-6" 8' 1 10' 11'-6" 8' 10' 12' 12' 20 8' 10' 11' 8' 10' 12' 8' 10' 12' �� 30 8' 9'-6" 9'-6" 8' 10' 12' 8' 10' 12' 12' 40 1 8' 8'-6" 8'-6" 8' 10' 12' 8' 10' 12' 12' 20 _ _ _ 8' 10' 12' 8' 10' 12' 4000 30 — _ _ 8' 10' 12' 8' 10' 12' 12' 40 — _ _ 8' 10' 12' 1 8' 1 10' 1 12' 8" X 16" X 4" CONCRETE FOOTINGS . ?' MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) a= Roof Live Dbl. Pad Footing Triple. Pad Footing Two Dbl Pad Ftng. HE — Load s Main Beam Size Main Beam Size Main Beam Size tR Main Beam Size 8" 10" 12" 8- 10" 12- 8" 10- 12- 10" 20 8" 3'-6" 3'-6" 5' 5' 5' 7' 7' T 1000 300 13'-6- 3' 3' 3' 4'-6" 4'-6" 4'-6' 6' 6' 6' 3' 3' 2'-6' 2'-6" 2'-6" 4' 4' 4' 5'-6' 5'-6" 5'-6" 2'-6" 20 5' s' s' T-6" T-6" r-6" r 10' 10' 1500 300 4'-6" 4'-6" 4'-6" 6'-6" 6'-6" 6'-6" 8' 9' 9' 4'-6" 4 4' 4' 1 4' 1 6' 6' 6' r r r 4' 20 7' 7' 7' 8' 10' 10' 8' 10' 12' 2000 30 6' 6' 6' 8' 9' 9' 8' ' 10' 12' 6' 40 5'-6" 5'-6" 5'-6" 8' 8' 8' 8' 10' 11' 5'-6" 20 8' 10' 10' 8' 10' 12' 8' 10' 12' 3000 30 8' 9' 9' 8' 10' 12' 8' 10' 12' 9' 40 r r 8' 8' 1 10' 12' 8' 10' 12' 8' 20 — — — 8' 10' 12' 8' 10' 12' 4000 30 - - - 8' 10' 12' 8' 10' 12' -- 40 - 10' -- 8' 10' 12' 8' 10' 12' 16" X 16" X 4" CONCRETE FOOTINGS ?' MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) WIND ZONE Roof Sgl. Pad Footing Dbl. Pad Footing Two Dbl Pad Ftng. c Live a Load Main Beam Size Main Beam Size Main Beam Size 5'-6" (psf) 400 530 37" to 48" 8'-0" 5'-6" 8- 10" 12" 8" 10" 12" 8" 10" 12' 20 3'-6" 3'-6" 3'-6" T T T 8' 1 10 12' 1000 30 3' 3' 3' 6' 6' 6' 8' 10' 12- 40 2'-6" 2'-6" 2'-6" 5'-6" 5'-6" 5'-6" 8' 10' 11' 20 5' 5' s' 8' 10' 10' 8' 10' 12' 1500 30 4'-6" 4'-6" 4'-6" 8' 9' 9' 8' 10' 12' 40 4' 4' 4' 8' 8' 8' 8' 10' 12' 20 T T T 8' 10' 12' 8' 10' 12' 2000 30 6' 6' 6' 8' 10' 12' 8' 10' 12' 40 5'-6' 5'-6" 5'-6" 8' 10' 11' 8' 10' 12' 20 8' 10' 10' 8' 10' 12' 8' 10' 12' 3000 30 8' 9' 9' 8' 10' 12' 8' 10' 12' 40 8' 8' 8' 8' 10'- 12' 8 10' 12- 20 - - -- 8' 10' 12' 8' 10' 12' 4000 30 _ -- _ 8' 10' 12' 8' 40 -- A. 10' 12' TIEDOWN STRAP SPACING PROCEDURE: FOR ALL WIND ZONES 1. Over the length of the home, find the furthest distance the bottom of the main beam Is from the ground. 2. Measure that distance and locate that height In the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The Initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. 5. The spacing for any Individual strap may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. MAXIMUM TIEDOWN STRAP SPACING Height from ground to bottom of main beam `(inches) WIND ZONE Diagonal Strap Angle Min. Max. 8" to 18" 12'-0" 5'-6" 4'-6" 44° 47- 19" to 36" 9'-0" 5'-6" 4'-6" 400 530 37" to 48" 8'-0" 5'-6" 4'-6" 490 550 49" to 80" 5'-6" 4'-0" 1 3'-3" 56° 66° 21 C MAIN BEAM WITH PERIMETER FOOTING CONFIGURATIONS AND SPACING 12 WIDE - SINGLE, DOUBLE, OR TRIPLE SECTIONS CK, 1 ❑ ❑ ❑ ❑ ❑ ❑1 ❑ ❑ ❑I t--t--t--. --r--� --r--; --�--6IIi P [ tj I �., i SECTION �SPALNo I 1 I I •A' I VARII f SEETA BESLE LGA WILLIAM;C. FARISH IV 2"2946R y i SECTION 2 2946R \ I •B• I 1 1 iii i ❑ 1 ❑ ❑ ' ❑ ❑' ❑ ❑ 01 I-}•--t--I•ci SECTION !`;;> ■ MAIN BEAM FOOTINGS 1 I •c• 1 ,1- D PERIMETER FOOTINGS ■--+--t--�--}--k' i❑❑' 1-3 ❑' o d ❑i PERIMETER FOOTING CONFIGURATION AND SPACING PROCEDURE: 1. Determine the design roof live load of the home. 2. Determine the soil bearing capacity. 3. Following that line across the table determines type of footing configuration and spacing. 4. Footing placement to start at no more than one foot (1'-0" to edge of pier) from each corner of the home. S. The spacing for any footing may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. These tables determine the footing pad spacing and footing configuration along the main beams and perimeter of the section(s). Refer to page 15 for footing pad configuration details. Review the tables that indicate the footing type you are going to use for main beams and perimeter piers. Refer to page 18 for the procedure on using the tables below. Main beam footing spacing tables acceptable for roof live load 40 psf maximum. MAIN BEAM FOOTING CONFIGURATION AND SPACING 8" X 16" X 4" CONCRETE FOOTINGS PERIMETER FOOTING MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Dbl. Pad Footing Triple Pad Footing Two Dbl Pad Ftng. V CONFIGURATION AND SPACING Main Beam Size Main Beam Size v 81-- 8• 10• 1 12• FOOTING CONFIGURATIONS 6'-6. 6•-0• 6'-6• 8' 9'-6- 9'-6• u La J �c a cv g c 16" x 16" 8•' x 16" 10' 1Z 8' 10' 10' 8' 10• 12 Concrete Concrete 2 x 12 x 24" LL'a 0 1500 Pad Pad Wood Pad N 8• 10' 1z 8• 10• 12- 8,1100" 3000 8' 10' 17 6' 10' 17 20 1000 SINGLE DOUBLE SINGLE 6'-0• 1000 DOUBLE TRIPLE DOUBLE 20 8'-0• 1500 SINGLE DOUBLE SINGLE 2000 to 4000 SINGLE DOUBLE SINGLE 1000 DOUBLE TRIPLE DOUBLE 30 1500 SINGLE DOUBLE SINGLE 8'-0• 2000 to 4000 SINGLE DOUBLE SINGLE 1000 DOUBLE N/A DOUBLE 40 1500 DOUBLE TRIPLE DOUBLE 8'-0• 2000 to 4000 SINGLE DOUBLE SINGLE These tables determine the footing pad spacing and footing configuration along the main beams and perimeter of the section(s). Refer to page 15 for footing pad configuration details. Review the tables that indicate the footing type you are going to use for main beams and perimeter piers. Refer to page 18 for the procedure on using the tables below. Main beam footing spacing tables acceptable for roof live load 40 psf maximum. MAIN BEAM FOOTING CONFIGURATION AND SPACING PROCEDURE: TIEDOWN STRAP SPACING 1. Over the length of the home, find the furthest distance the bottom of the main beam is from the ground. 2. Measure that distance and locate that height In the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The Initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. 5. The spacing for any strap may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. MAXIMUM TIEDOWN STRAP SPACING 8" X 16" X 4" CONCRETE FOOTINGS Z 1= MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Dbl. Pad Footing Triple Pad Footing Two Dbl Pad Ftng. V Main Beam Size Main Beam Size Main Beam Size (nn 8• 10• 1 12• 8• 10" tY 8• 10• 12- 1000 6'-6. 6•-0• 6'-6• 8' 9'-6- 9'-6• 1500 8' 9'-0" 9'-6' 8' 10' 10' 8' 10• 1r (nn 10' 1Z 8' 10' 10' 8' 10• 12 ME 1r 1r 17 8' 10' 12' 11 1500 PROCEDURE: TIEDOWN STRAP SPACING 1. Over the length of the home, find the furthest distance the bottom of the main beam is from the ground. 2. Measure that distance and locate that height In the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The Initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. 5. The spacing for any strap may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. MAXIMUM TIEDOWN STRAP SPACING 16" X 16" X 4" CONCRETE FOOTINGS Z U C, U a MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Cnn 8" 10• IT a• 10• IL 8• 10• 12- z•1000 1000 Sgl. Pad Footing Dbl. Pad Footing Two Dbl Pad Ftng. 3 n Main Beam Size Maln Beam Size Main Beam Size (nn 8• 10' 12" 8• 10• 1z' 8- 10' 12• 1000 6'-0. 6'-6-16'-6- 8' 10' 12' 11 1500 8' 9'-0" 9'-6' 8' t0' 17 17 2000 8• 10' 1z 8• 10• 12- 8,1100" 3000 8' 10' 17 6' 10' 17 q12' 4000 -- 8• 10• 1r PROCEDURE: TIEDOWN STRAP SPACING 1. Over the length of the home, find the furthest distance the bottom of the main beam is from the ground. 2. Measure that distance and locate that height In the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The Initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. 5. The spacing for any strap may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. MAXIMUM TIEDOWN STRAP SPACING 2 X 12 X 24" WOOD FOOTINGS Z U C, U a MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Sgl. Pad Footing Dbl. Pad Footing Triple Pad Footing Main Beam Size Main Beam Size Main Beam Size Cnn 8" 10• IT a• 10• IL 8• 10• 12- z•1000 1000 6'-6• 6•-6• 6'-6• 8' 10' 12• 8' 10' 1Z 1500 8' 10' 10' 8' 10' 17 8' 10' 17 2000 8' 10' 1Z 8' 10' 1Z 8' 10' 1Z 3000 a• 10' 17 8' 10' 17 8' 10' 17 4000 550 8' 10' 1 z 5'-6" PROCEDURE: TIEDOWN STRAP SPACING 1. Over the length of the home, find the furthest distance the bottom of the main beam is from the ground. 2. Measure that distance and locate that height In the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The Initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. 5. The spacing for any strap may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. MAXIMUM TIEDOWN STRAP SPACING Height from ground to bottom WIND ZONE Diagonal Strap Angle �f �I� Min. Max. 8" to 18" 12'-0" 5'-6" 4•-6" 44° 47° 19" to 36" 9'-0" 5'-6" 4'-6" 400 530 37" to 48" 8'-0" 5'-6" 4•-6" 490 550 49" to 80" 5'-6" 4'-0" 3'-3" 560 660 22 MAIN BEAM FOOTING CONFIGURATIONS AND SPACING 13 WIDE - SINGLE, DOUBLE, OR TRIPLE SECTIONS SECtION Oz.s" 9: •T&►r�0 � ' WILLIAM C. FA9ISH IVI SECTION"B" 1-� SPACNO VARIES "I I SEE TABLE ■ MAIN BEAM FOOTINGS These tables determine the footing pad configuration and footing spacing along the main beams of the section(s). Refer to page 15 for footing pad configuration details. Review the table that indicates the footing type you are going to use. Refer to page 18 for the procedure on using the tables. 2 X 12 X 24" WOOD FOOTINGS ?' Height from ground to bottom of main beam (inches) MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) a= Roof Live Sgl. Pad Footing Dbl. Pad Footing Triple Pad Footing U g psf) Main Beam Size Main Beam Size Main Beam Size Main Beam Size Main Beam Size —p (psf) 400 �j 37" to 48" 8' 10" 12" 8" 10" 12" 8" 10" 12" 10" 20 3' 3' 3' 6'-6" 6'-6" 6'-6" 8' 10' 10' 1000 30 3' 3' 3' 6' 6' 6' 8' 9' 9' 5'-6" 40 2'-6" 2'-6" 2'-6" 5' 5' 5' 8' 8' 8' 5' 20 5' 5' 5' 8' 10' 10' 8' 10' 12' 1500 30 4'-6" 4'-6" 4'-6" 8' 9' 9' 8' 10' 12' 8'-6" 40 4' 4' 4' 8' 8' 8' 8' 10' 12' r-6" 20 6'-16" 6'-6" 6'-6" 8' 10' 12' 8' 10' 12' 2000 30 6' 6' 6' 8' 10' 12' 8' 10' 12- 10' 40 5' 5' 5' 8' 10' 0'-6" 8' 10' 12' 10' 20 8' 10' 10' 8' 10' 12' 8' 10' 12' 3000 30 8' 9' 9' 8' 10' 12' 8' 10' 12' 10' 40 8' a' 8' 1 8' 10' 12' 8' 10' 12' 10' 20 — - -- 8' 10' 12' 8' 10' 12' 4000 30 4000 — 8' 10' 12' 8' 10' 12' 10' 40 — — — 8' 10' 1 12' 1 8' 1 10' 12' PROCEDURE: FOR ALL WIND ZONES 8" X 16" X 4" CONCRETE FOOTINGS z Height from ground to bottom of main beam (inches) MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) aw Roof Dbl. Pad Footing Triple. Pad Footing Two Dbl Pad Ftng. N Live m U g Load Main Beam Size Main Beam Size Main Beam Size —p (psf) 400 �j 37" to 48" pj 10" 8' 10" 12" 8" 10" 12" 8" 10" 12" 3' 20 3' 3' 3' 4'-6" 4'-6" 4'-6" 6'-6" 6'-6" 6'-6" 1000 30 2'-6" 2'-6" 2'-6" 4' 4' 4' 5'-6" 5'-6" 5'-6- 2'-6" 40 2'-6" 2'-6" 2'-6" 3'-6" 3'-6" 3.-6" 5' 5' 5- 4'-6" 20 4'-6" 4'-6" 4'-6" r r r 8' 9'-6" 9--w- 1500 30 4' 4' 4' 6' 6' 6' 8' 8'-6" 8'-6'• 3'-6" 40 3'.6" 3'.6" 3'-6" 5'-6" 5'-6" 5..6,, r-6" r-6" r-6" 6'-6" 20 6'-6" 6'-6' 6'-6' 8' 9'-6" 9'-6" 8' 10' 12' 2000 30 5'-6" 5'-6" 5'-6" 8' 8'-6" 8'-6" 8' 10' 11' 5' 40 5' 5' 5' r-6" T-6" T-6" 8' 10' 10' 8' 20 8' 9'-6" 9'-6" 8' 10' 12' 8' 10' 12' 3000 30 8' 8'-6" 8'-6" 8' 10' 12' 8' 10' 12' r-6" 40 r-6" r-6" r-6" 8' 10' 11'-6' 8' 10' 12' 20 — — — 8' 10' 12' 8' 10' 12' 4000 30 -- __ 8' 10' 12' 8' 10' 12' 40 - 8' — 8' 10' 12' 8' 10' 1 12' 16" X 16" X 4" CONCRETE FOOTINGS z Height from ground to bottom of main beam (inches) MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) aw Roof Live Sgl. Pad Footing Dbl. Pad Footing Two Dbl Pad Ftng. U a oad Main Beam Size Main Beam Size Main Beam Size 19" to 36" 9'-0" 5'-6" 4'-6" 400 �j 37" to 48" 8" 10" 12" 8" 10" 12" 8" 10" 12" 560 20 3' 3' 3' 6'-6" 6-6" 6'-6" 8' 10' 12' 1000 30 2'-6" 2'-6" 2'-6" 6' 6' 6' 8' 10' 11' 40 2'-6" 2'-6" 2'-6" 5' 5' 5' 8' 10' 10' 20 4'-6" 4'-6" 4'-6" 8' 9'-6" 9'-6" 8' 10' 12' 1500 30 4' 4' 4' 8' 8'-6" 8'-6" 8' 10' 12' 40 3'-6" 3'-6" 3'-6" -6" r-6" r-6" 8' 10' 12' 20 6'-6" 6'-6" 6'-6" 8' 10' 12' 8' 10' 12' 2000 30 5'-6" 5'-6" 5'-6' 8' 10' 11' 8' 10' 12' 40 5' 5' 5' 8' 10' 10' 8' 10' 12' 20 8' 9'-6" 9'-6" 8' 10' 12' 8' 10' 12' 3000 30 8' 8'-6" 8'-6" 8' 10' 12' 8' 10' 12' 40 r-6" r-6" 7'-6" 8' 10' 12' 8' 10' 12- 20 8' 10' 12' 8' 10' 12' 8' 10' 12' 8' 10' 12' 8' 10' 1 12' 1 8' - 10' 12' TIEDOWN STRAP SPACING 1. Over the length of the home, find the furthest distance the bottom of the main beam Is from the ground. 2. Measure that distance and locate that height in the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The Initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. 5. The spacing for any individual strap may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. MAXIMUM TIEDOWN STRAP SPACING Height from ground to bottom of main beam (inches) WIND ZONE Diagonal Strap Angle Min. Max. 8" to 18" 12'-0" 5'-6" 4'-6" 440 470 19" to 36" 9'-0" 5'-6" 4'-6" 400 530 37" to 48" 8'-0" 5'-6" 4'-6" 490 550 49" to 80" 5'-6" 4'-0" 3'-3" 560 660 23 MAIN BEAM WITH PERIMETER FOOTING CONFIGURATIONS AND SPACING 13 WIDE - SINGLE, DOUBLE, OR TRIPLE SECTIONS y r f7 0 1 ❑ ❑ 1 ❑ ❑ 1 ❑ ❑ 1 ❑ ❑ ❑I 0 &gt) SECTION SPAG .A. VARIESS r SEE TABLE I WILLIAI'1�i{ ARISH I / +--� --+--�--+--t--t--t--�� SECTION " B, 1 �� I � I pQ1i42946R �� ❑ ' ❑ ❑ ' ❑ ❑' ❑ ❑ 01 Ir ` ♦ }--Fcii 1 CTION ;;> ■ MAIN BEAM FOOTINGS ❑ PERIMETER FOOTINGS i❑❑ ' ❑ ❑' ❑ d ❑i PERIMETER FOOTING CONFIGURATION AND SPACING PROCEDURE: 1. Determine the design roof live load of the home. 2. Determine the soil bearing capacity. 3. Following that line across the table determines type of footing configuration and spacing. 4. Footing placement to start at no more than one foot (1'-0" to edge of pier) from each corner of the home. 5. The spacing for any footing may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. These tables determine the footing pad spacing and footing configuration along the main beams and perimeter of the section(s). Refer to page 15 for footing pad configuration details. Review the tables that indicate the footing type you are going to use for main beams and perimeter piers. Refer to page 18 for the procedure on using the tables below. Main beam footing spacing tables acceptable for roof live load 40 psf maximum. MAIN BEAM FOOTING CONFIGURATION AND SPACING 8" X 16" X 4" CONCRETE FOOTINGS PERIMETER FOOTING MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Dbl. Pad Footing Triple Pad Footing Two Dbl Pad Ftng. v n CONFIGURATION AND SPACING Main Beam Size Maln Beam Size 8" 10" 12" 8" 10" 12- B 6 6' 6' FOOTING CONFIGURATIONS 1500 y B' 10' IT 6' 10' 17 2000 8' 10• 17 8' 10• 17 8' 10' 1 r 3000 CL J CL — c 16" x 16" e" x 16" 8' 10' 12' 8' 10' 17 s v Concrete Concrete W $ 6' 10' IT ti Pad Pad Wood Pad a ti 20 1000 SINGLE DOUBLE SINGLE 6'-0" 1oo0 DOUBLE TRIPLE DOUBLE 20 1500 SINGLE DOUBLE SINGLE 8'-0" 200010 4000 SINGLE DOUBLE SINGLE 1000 DOUBLE TRIPLE DOUBLE 30 1500 SINGLE DOUBLE SINGLE 8'-0- 2000 to SINGLEDOUBLE SINGLE 4000 1000 DOUBLE N/A DOUBLE 40 0 DOUBLE TRIPLE DOUBLE 8'-0" [2!0_!N0_ to 4000 SINGLE DOUBLE SINGLE These tables determine the footing pad spacing and footing configuration along the main beams and perimeter of the section(s). Refer to page 15 for footing pad configuration details. Review the tables that indicate the footing type you are going to use for main beams and perimeter piers. Refer to page 18 for the procedure on using the tables below. Main beam footing spacing tables acceptable for roof live load 40 psf maximum. MAIN BEAM FOOTING CONFIGURATION AND SPACING PROCEDURE: TIEDOWN STRAP SPACING 1. Over the length of the home, find the furthest distance the bottom of the main beam is from the ground. 2. Measure that distance and locate that height In the table. MAXIMUM TIEDOWN STRAP SPACING Do not measure at limited localized depressions under Height from WIND ZONE Diagonal Strap the home. ground to Angle 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The Initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. 5. The spacing for any strap may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. 8" X 16" X 4" CONCRETE FOOTINGS U H MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Dbl. Pad Footing Triple Pad Footing Two Dbl Pad Ftng. v n Main Beam Size 8" 1 10" 1 12" Main Beam Size Maln Beam Size 8" 10" 12" 8" 10" 12- 1000 6 6' 6' 8' 91 9' 8' 10• 12 1500 e' 9' 9' B' 10' IT 6' 10' 17 2000 8' 10• 17 8' 10• 17 8' 10' 1 r 3000 6' 10' 17 S' 10' IT 8' 10' IT 4000 - — 8' 10' 12' 8' 10' 17 PROCEDURE: TIEDOWN STRAP SPACING 1. Over the length of the home, find the furthest distance the bottom of the main beam is from the ground. 2. Measure that distance and locate that height In the table. MAXIMUM TIEDOWN STRAP SPACING Do not measure at limited localized depressions under Height from WIND ZONE Diagonal Strap the home. ground to Angle 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The Initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. 5. The spacing for any strap may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. 16" X 16" X 4" CONCRETE FOOTINGS L zs v MAXIMUM MAIN BEAM FOOTING SPACING (in Feet) Sgl. Pad Footing Dbl. Pad Footing Two Dbl Pad Ftng. t3 n Main Beam Size Main Beam Size Maln Beam Size �i 8' 10" 12" 8" 10- 12" 8' 10" 12- 1000 6' 6' 6• 8' lo, IT 8' lo. IZ 1500 8' 9' 9' 8' 10' IT 8' 10' 17 2000 1 8• 10' 12' 8' 10' 12' 8' 10' 17 3000 8' 10' IT 8' 10' 17 6' 10' IT 4000 -- -- — 8' 1 o' 12' 8' 10' 17 PROCEDURE: TIEDOWN STRAP SPACING 1. Over the length of the home, find the furthest distance the bottom of the main beam is from the ground. 2. Measure that distance and locate that height In the table. MAXIMUM TIEDOWN STRAP SPACING Do not measure at limited localized depressions under Height from WIND ZONE Diagonal Strap the home. ground to Angle 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The Initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. 5. The spacing for any strap may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. 2 X 12 X 24" WOOD FOOTINGS z u Cd H MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Sgl. Pad Footing Dbl. Pad Footing Triple Pad Footing U g Main Beam Size Main Beam Size Main Beam Size 440 470 8' 1 10' 12" 8" 10" 12" 8" 10- 12" 1000 6 1 6' 1 6' 8• 10' 17 8' 110' IT 1500 8 " 8' 10' 17 8' 10' 17 2000 8' 10' 12' 8' 10' 17 8' 10' 17 3000 8' 10' IT 8' 10' IT 6' 10' IT 4000 - 8' 10' 12' 8' 10' 17 PROCEDURE: TIEDOWN STRAP SPACING 1. Over the length of the home, find the furthest distance the bottom of the main beam is from the ground. 2. Measure that distance and locate that height In the table. MAXIMUM TIEDOWN STRAP SPACING Do not measure at limited localized depressions under Height from WIND ZONE Diagonal Strap the home. ground to Angle 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The Initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. 5. The spacing for any strap may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. 24 bottom of maln beam (Inches) I I I II I Min. Max. 8" to 18" 12'-0" 5'-6" 4'-6" 440 470 19" to 36" 9'-0" 5'-6" 4'-6" 400 530 37" to 48" 8'-0" 5'-6" 4'-6" 490 550 49" to 80" 5'-6" 1 4'-0" 1 3'-3" ]560 660 24 MAIN BEAM FOOTING CONFIGURATIONS AND SPACING 14 WIDE - SINGLE, DOUBLE, OR TRIPLE SECTIONS 1 1 1 I I SECTION 1 SECTION 'B'1 Ir r 7 SyACING R ES N "G.. 1 1 SEE TABLE ■ MAIN BEAM FOOTINGS 1 These tables determine the footing pad configuration and footing spacing along the main beams of the section(s). Refer to page 15 for footing pad configuration details. Review the table that indicates the footing type you are going to use. Refer to page 18 for the procedure on using the tables. 2 X 12 X 24" WOOD FOOTINGS Height from ground to bottom of main beam (inches) MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) CLC' Roof Sgl. Pad Footing Dbl. Pad Footing Triple Pad Footing ^ Live g PMain Beam Size Main Beam Size Main Beam Size 8' s 8' 10' 12' 8' 10' 12' 8" 10" 12' U) 10' 12' 20 3' 3' 3' 6'-6" 6'-6' 6'-6" 8' 9'-6" 9'-6' 1000 30 2'-6' 2'-6' 2'-6" 5'-6" 5'-6' 5'-6' 8' 8'-6" 8'-6" 5' 40 2'-6" 2'-6' 2'-6" 5' 5' 5' T-6" 7'-6" T-6' 4'-6' 20 4'-6" 4'-6" 4'-6" 8' 9'-6" 9'-6" 8' 10' 12' 9' 30 4' 4' 4' 8' 8'-6" 8'-6" 8' 10' 12' 8' 40 3'.6" 3'.6" 3'.6" 7'_6" T-6" T-6" 8' 10' 11' L000 20 6'-6' 6'-6' 6'-6' 8' 10' 12' 8' 10' 12' 12' 30 5'-6' 5'-6' 5'-6" 8' 10' 11' 8' 10' 12' 10'-6' 40 5' 5' 5' 8' 10' 10' 8' 10' 12' 9'-6" 20 8' 9'-6" 9'-6' 8' 10' 12' 8' 10' 12' 3000 30 8' 8'-6' 8'-6" 8' 10' 12' 8' 10' 12' 12' 40 7'-6" 7'-6' 7'-6" 8' 10' 12' 8' 10' 12' 12' 20 — - - 8' 10' 12' 8' 10' 12' 4000 30 _ _ __ 8' 10' 12' 8' 10' 12' 12' 40 40 __ 1 8' 8' 10' 12' 8' 10' 12' PROCEDURE: FOR ALL WIND ZONES 8" X 16" X 4" CONCRETE FOOTINGS Height from ground to bottom of main beam (inches) MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) CLC' Roof Live Dbl. Pad Footing Triple. Pad Footing 2 DBL Pad Ftng. U a Load Main Beam Size Main Beam Size Main Beam Size 19" to 36" (psf). 8' 10" 12" 8" 10" 8" 10' 12' 8" 10' 12' 8" 10' 12' 6' 20 3' 3' 3' 4'-6" 4'-6' 4'-6" 6' 6' 6' 1000 30 2'-6' 2'-6" 2'-6" 4' 4' 4' 5' 5' 5' 4'-6" 40 2' 2' 2' 3'-6' 3'-6' 3'-6" 4'-6' 4'-6" 4'-6' 8' 20 4'-6" 4.-6.. 4.-6" 6.-6" 6..6" 6'-6" 8• 9• 9' 1500 30 4' 4' 4' 6' 6' 6' 8' 8' 8' T 40 3'-6" 3'-6" 3'-6" 5' 1 5' 5' T T T 8' 20 6' 6' 6' 8' 9' 9' 8' 10' 12' 2000 30 5' 5' 5' 8' 8' 8' 8' 10' 10'-6' 8' 40 4'-6" 4'-6" 4'-6' T 7' 7' 8' .9'-6" 9'-6" 8' 20 8' 91 9' 8' 10' 12' 8' 10' 12' 3000 30 81 8' 8' 8' 10' 12' 8' 1 10' 12' 8' 40 T T 7' 8' 10' 10'-6' 8' 1 10' 12' 8' 20 __ _ _ 8' 10' 12' 8' 10' 12' 4000 30 12' 8' 10' 8' 10' 12' 8' 10' 12' 8' 40 12' 1 8' 1 10' 8' 10' 12' 8' 1 10' 1 12' 16" X 16" X 4" CONCRETE FOOTINGS Height from ground to bottom of main beam (inches) MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) CLC' Roof Live Sgl. Pad Footing Dbl. Pad Footing Two Dbl Pad Ftng. U a Load (ps8 Main Beam Size Main Beam Size Main Beam Size 19" to 36" 10'-6" 8' 10" 12" 8" 10" 12' 8" 10' 12' 470 20 3' 3' 3' 6' 6' 6' 8' 10' 12' 1000 30 2'-6' 2'-6" 2'-6' 5' 5' 5' 8' 10' 10'-6' 40 2' 2' 2' 4'-6" 4'-6" 4'-6" 8' 9'-6' 9'-6' 20 4'-6" 4'-6" 4'-6" 8' 9' 9' 8' 10' 12' 1500 30 4' 4' 4' 8' 8' 8' 8' 10' 12' 40 3'-6" 3'-6" 3'-6" T T T 8' 10' 12' 20 6' 6' 6' 8' 10' 12' 8' 10' 12' 2000 30 5' 5' 5' 8' 10' 10'-6" 8' 10' 12' 40 4'-6' 4'-6-14'-6- 8' 9'-6" 9'-6" 8' 10' 12' 20 8' 9' 9' 8' 10' 12' 8' 10' 12' 3000 30 8' 8' 8' 8' 10' 12' 8' 10' 12' 40 T 7' T 8' 10' 12' 8' 10' 12' 20 8' 10' 12' 8' 10' 12' 4000 30 8' 10' 12' 8' 10' 12' 40 8' 10' 12' 1 8' 1 10' 12' TIEDOWN STRAP SPACING 1. Over the length of the home, find the furthest distance. the bottom of the main beam is from the ground. 2. Measure that distance and locate that height In the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. 5. The spacing for any individual strap may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. MAXIMUM TIEDOWN STRAP SPACING Height from ground to bottom of main beam (inches) WIND ZONE Diagonal Strap An le I II II� Min. Max. 8"10 18" 14'-0" 6'-6" 5'-6" 320 340 19" to 36" 10'-6" 6'76" 5'-6" 1 340 44° 37" to 48" 9'-0" 6'-6" 5'-6" 440 470 49" to 80" 6'-6" 5'-0" 4'-0" 470 590 25 MAIN BEAM WITH PERIMETER FOOTING CONFIGURATIONS AND SPACING WIDE - SINGLE, DOUBLE, OR TRIPLE SECTIONS " SECTION �SPACING •A• VARIES --}----t--♦•--}SEEABLE}--L� I SECTION •B" I' ' ❑ ' ❑ ❑ ' ❑ ❑❑ ❑ ❑I SECTION I C. .r i❑❑' ❑ ❑' ❑ d ❑i ■ MAIN BEAM FOOTINGS ❑ PERIMETER FOOTINGS PERIMETER FOOTING CONFIGURATION AND SPACING PROCEDURE: 1. Determine the design roof live load of the home. 2. Determine the soil bearing capacity. 3. Following that line across the table determines type of footing configuration and spacing. 4. Footing placement to start at no more than one foot (1'-0" to edge of pier) from each corner of the home. 5. The spacing for any footing may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. PROCEDURE: These tables determine the footing pad spacing and footing configuration along the main beams and perimeter of the section(s). Refer to page 15 for footing pad configuration details. Review the tables that indicate the footing type you are going to use for main beams and perimeter piers. Refer to page 18 for the procedure on using the tables below. Main beam footing spacing tables acceptable for roof live load 40 psf maximum. MAIN BEAM FOOTING CONFIGURATION AND SPACING 8" X 16" X 4" CONCRETE FOOTINGS PERIMETER FOOTING MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Dbl. Pad Footing Triple Pad Footing Two Dbl Pad Fing. U a CONFIGURATION AND SPACING Main Beam Size Main Beam Size `j$ 8• 1 10• 1 1Y FOOTING CONFIGURATIONS 1000 H 8• 8•-6" 8'-6" 8' 10' 11' 1500 8' 8'-6" 8'-6- 8' 10' 1r 8' 10' 12' 2000 ma z J ac m a I ` °�° 16" x 16" 8" x 16" 8' 10' 12' 8' 10' 12- r4000 U` Concrete Concrete 2 x 12 x 24" LL 13 0 � a000 Pad Pad wood Pad U) CAI 20 1000 SINGLE DOUBLE SINGLE 6'-0" 1000 DOUBLE TRIPLE DOUBLE 20 1500 SINGLE DOUBLE SINGLE 8'-0" 2000 to 4000 SINGLE DOUBLE SINGLE 1000 DOUBLE TRIPLE DOUBLE 1500 SINGLE DOUBLE SINGLE 30 g•-0" 2000 to 4000 SINGLE DOUBLE SINGLE 1000 DOUBLE NIA DOUBLE 40 1500 DOUBLE TRIPLE DOUBLE 8'-0" 200010 4000 SINGLE DOUBLE SINGLE PROCEDURE: These tables determine the footing pad spacing and footing configuration along the main beams and perimeter of the section(s). Refer to page 15 for footing pad configuration details. Review the tables that indicate the footing type you are going to use for main beams and perimeter piers. Refer to page 18 for the procedure on using the tables below. Main beam footing spacing tables acceptable for roof live load 40 psf maximum. MAIN BEAM FOOTING CONFIGURATION AND SPACING TIEDOWN STRAP SPACING 1. Over the length of the home, find the furthest distance the bottom of the main beam is from the ground. 2. Measure that distance and locate that height In the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. S. The spacing for any strap may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. MAXIMUM TIEDOWN STRAP SPACING 8" X 16" X 4" CONCRETE FOOTINGS L U m MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Dbl. Pad Footing Triple Pad Footing Two Dbl Pad Fing. U a Main Beam Size Main Beam Size Main Beam Size in 8• 1 10• 1 1Y 8• 10" 12" 8" 10" 1r 1000 5•-6. 5'-6• 5'-6" 8• 8•-6" 8'-6" 8' 10' 11' 1500 8' 8'-6" 8'-6- 8' 10' 1r 8' 10' 12' 2000 8• 10' 1 11' 8' 10' 12• 8' 10' 1Z 3000 8' 10' =12' 8' 10' 12' 8' 10' 12- r4000 4000 8' 10' 1 r 8' 10' 1r 8' 10• 17 TIEDOWN STRAP SPACING 1. Over the length of the home, find the furthest distance the bottom of the main beam is from the ground. 2. Measure that distance and locate that height In the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. S. The spacing for any strap may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. MAXIMUM TIEDOWN STRAP SPACING 16" X 16" X 4" CONCRETE FOOTINGS L a 1° a MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Sgl. Pad Footing Dbl. Pad Footing Two Dbl Pad Ftng. Main Beam Size Main Beam Size Main Beam Size U a 8• 10• 12" 8" 10" IT 8" 10" 1 12- 1000 5'-6" 5'-6• 5-6" 8' 10' 11' . 1500 8' 8'-6" 8'-0• 8' 10' 1r B' 10' 1r 2000 8' 10' 11' s 10• 1 r 3000 8' 10' 12' 8' 10• 1r 8' 10' tr a000 — a 10' 1r a' 10' 1r TIEDOWN STRAP SPACING 1. Over the length of the home, find the furthest distance the bottom of the main beam is from the ground. 2. Measure that distance and locate that height In the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. S. The spacing for any strap may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. MAXIMUM TIEDOWN STRAP SPACING 2 X 12 X 24" WOOD FOOTINGS ? t3 H MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Sgl. Pad Footing Dbl. Pad Footing Triple Pad Footing U a Main Beam Size Main Beam Size Main Beam Size tR 8- 10" 1 12" 8" 10" 12- 8• 10- IT 1000 6 6' 6' 8' 10' 12' 8' 10' 12' 1500 8' 9' 9' 8' 10' 12' 8' 10' 1Z 2000 8' 10"I 12' 1 a• 10' 12' 8' 10' 1 r 3000 8' 10' T 1-Z-1 r 8' 10'4041::- 8' 10' 1 r a000 -- - -- B' 10' 1 r 8' 10' 1 r TIEDOWN STRAP SPACING 1. Over the length of the home, find the furthest distance the bottom of the main beam is from the ground. 2. Measure that distance and locate that height In the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. S. The spacing for any strap may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. MAXIMUM TIEDOWN STRAP SPACING Height from ground to bottom of main beam (Inches) WIND ZONE Diagonal Strap Angle Min. Max. 8" to 18" 14'-0" 6'-6" 5'-6" 320 340 19" to 36" 10'-6" 6'-6" 5'-6" 340 440 37" to 48" 9'-0" 6'-6" 5'-6" 440 470 49" to 80" 6'-6" 1 5'-0" 4'-0" 47° 59- 26 MAIN BEAM FOOTING CONFIGURATIONS AND SPACING 16 WIDE -_ SINGLE SECTION I tWZ2tM%=% WILLIAM C. FARISIH IV &\.�20Z42946RI Ar I 1 1 I I SPACING VARIES SEE TABLE ■ MAIN BEAM FOOTINGS These tables determine the footing pad configuration and footing spacing along the main beams of the section. Refer to page 15 for footing pad configuration details. Review the table that indicates the footing type you are going to use. Refer to page 18 for the procedure on using the tables. 2 X 12 X 24" WOOD FOOTINGS ? MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) zs Roof Sgl. Pad Footing Dbl. Pad Footing Triple Pad Footing nc Live a �Psf) Main Beam Size Main Beam Size Main Beam Size 5'-0" (psf�j 37" to 48" 9'-6" 6'-0" 8" 10" 12" 8" 10" 12" 8 10" 12" 1 10" 12- 20 3' 3' 3' 5'-6" 5'-6" 5'-6" 8' 8'-6" 8'-6" 1000 30 2'-6" 2'-6" 2'-6" 5' 5' 5' 7'-6" T-6" T-6- 40 2' 2' 2' 4'-6" 4'-6" 4'-6" T 7' 7' 20 4' 4' 4' 8' 8'-6" 8'-6" 8' 10' 12' 1500 30 4' 4' 4' T-6" T-6" T-6" 8' 10' 11,-6-- 1'-6"40 40 3'.6"13'.6"1 3' 3'-6" T T I T 8' 1 10' 10'-6 20 5'-6" 5'-6" 5'-6" 8' 10' 11'-6" 8' 10' 12' 2000 30 5' 5' 5' 8' 10' 10' 8' 10' 12' 40 4'-6" 4'-6' 4'-6" 8' 9' 9' 8' 10' 12' 20 8' 8'4" 8'-6" 8' 10' 12' 8' 10' 12' 3000 30 T-6" 7'-6" T-6" 8' 10' 12' 8' 10' 12- 40 T T T 8' 10' 12' 8' 10' 12' 20 -- -- 8' 10' 12' 8' 10' 12' 4000 30 - 8' 10' 12' 8' 10' 12' 40 8' 1 10' 12' 8' 10' 12' 8" X 16" X 4" CONCRETE FOOTINGS ? MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Roof Dbl. Pad Footing Triple. Pad Footing Two Dbl Pad Ftng. nc Live U a Load Main Beam Size Main Beam Size Main Beam Size 5'-0" (psf�j 37" to 48" 9'-6" 6'-0" �j 47° 50° 8" 10" 12" 8" 10" 12" 8" 1 10" 12- 20 2'-6" 2'-6" 2'-6" 4' 4' 4' 5'-6" 5'-6" 5'-6" 1000 30 2'-6" 2'-6" 2'-6" 3'-6" T-6" 3'-6" ` 5' 5' 5' 40 2' 2' 2' 3' 3' 3' 4'-6" 4,-6" 4.-6" 20 4' 4' 4' 6' 6' 6' g' 8' 8' 1500 30 3'-6" 3'-6" 3'-6" 5'-6" 5'-6" 6-6" T T T 40 3' 3' 3• 1 5' 1 5' 5' 6'-6" 6'-6" 6'-6" 20 5'-6" 5'-6" 5'-6" 8' 8' 8' 8' 10' 11' 2000 30 5' 5' 5' 7' 7' 7' 8' 9'-6" 9'-6" 40 4'-6" 4'-6" 4'-6" 6'-6" 6'-6" 6'-6" 8' 8'-6" 8'-6" 20 8' 8' 8' 8' 10' 12' 8' 10' 12' 3000 30 T T T 8' 10' 11' 8' 10' 12' 40 6'.6" 6'-6" 6'.6" 8' 10' 10' 8' 10' 12' 20 -- -- 8' 10' 12' 8' 10' 12' 4000 30 - 8' 10' 12' 8' 10' 12' 40 8' 1 10' 12' 8' 10' 1 12' 16" X 16" X 4" CONCRETE FOOTINGS ? MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Roof Sgl. Pad Footing Dbl. Pad Footing Two Dbl Pad Ftng. a� Live v a 40° 42° Main Beam Size Main Beam Size Main Beam Size 5'-0" (oa 37" to 48" 9'-6" 6'-0" �j 47° 50° 8" 10" 12" 8" 10" 12" 8' 10" 12' 20 2'-6" 2'-6" 2'-6" 5-6" 5'-6" 5'-6" 8' 10' 11- 1000 30 2'-6" 2'-6" 2'-6' 5' 5' 5' 8' 9'-6' 9'-6" 40 2' 2' 2' 4'-6" 4'-6" 4'-6" 8' 8'-6" 8'-6" 20 4' 4' 4' 8' 8' 8' 8' 10' 12' 1500 30 3'-6" 3'-6" 3'-6" T T T 8' 10' 12' 40 3' 3' 1 3' 6'.6"16'.6" 6'-6" 8' 10' 12- 20 5'-6" 5'-6" 5'-6' 8' 10' 11' 8' 10' 12' 2000 30 5' 5' 5' 8' 9'-6" 9'-6" 8' 10' 12' 40 1 4' 4' 4' 8' 8'-6" 8'-6' 1 8' 10' 1 12' 20 8' 8' 8' 8' 10' 12' 8' 10' 12' 3000 30 T T T 8' 10' 12' 8' 10' 12' 40 6'-6" 6'-6" 6'-6" 8' 10' 12' 8' 10' 12' 20 -- 8' 10' 12' 8' 10' ' 4000 30 - 8' 10' 12' 8' 10' ' j 40 8' 10' 12' 8' 10' ' TIEDOWN STRAP SPACING PROCEDURE: FOR ALL WIND ZONES 1. Over the length of the home, find the furthest distance the bottom of the main beam Is from the ground. 2. Measure that distance and locate that height in the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. 5. The spacing for any individual strap may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. MAXIMUM TIEDOWN STRAP SPACING Height from ground to bottom of main beam (inches) WIND ZONE Diagonal Strap Angle Min. Max. 8" to 18" 13'-0" 6'-0" 5'-0" 40° 42° 19" to 36" 10'-6" 6'-0" 5'-0" 42° 47° 37" to 48" 9'-6" 6'-0" 5'-0" 47° 50° 49" to 80" 7'-0" 5' 9" 4'-9- 50° 59° 27 MAIN BEAM WITH PERIMETER FOOTING CONFIGURATIONS AND SPACING 16 WIDE - SINGLE SECTION These tables determine the footing pad spacing and footing configuration along the main beams and perimeter of the 1 0 01 0 01 0 0 01 section. -t--t--r--t--r--t--r•c '� Refer to page 15 for footing pad configuration details. I I I I ti� ACING VARA S Review the tables that indicate the footing type you are going t-- SEE 'AS'Er_ _ ��-�, -f-- ♦-- -- to use for main beams and perimeter piers.r ■ MAIN BEAM FOOTINGS ❑ PERIMETER FOOTINGS PERIMETER FOOTING CONFIGURATION AND SPACING PROCEDURE: 1. Determine the design roof live load of the home. 2. Determine the soil bearing capacity. 3. Following that line across the table determines type of footing configuration and spacing. 4. Footing placement to start at no more than one foot (1'-0" to edge of pier) from each corner of the home. 5. The spacing for any footing may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. PROCEDURE: Refer to page 18 for the procedure on using the tables below. Main beam footing spacing tables acceptable for roof live load 40 psf maximum. MAIN BEAM FOOTING CONFIGURATION AND SPACING 8" X 16" X 4" CONCRETE FOOTINGS PERIMETER FOOTING MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Dbl. Pad Footing Triple Pad Footing Two Dbl Pad Ftng. Main Beam Size Main Beam Size Main Beam Size r°n CONFIGURATION AND SPACING 8" 10" 17' 8" 10" 12- 1000 a FOOTING CONFIGURATIONS r-6" T-6" r-6" 8' 10' 11' 8' 10' W �a ac ]2'2000 8' 10' 12' 8' 10' x 16" 8" x 16" 8' 10' 12' 8' 10'4000 J ii 16" c 8' 10' 12' om Concrete Concrete Wood 8' 10111 Q -- -- -- Pad Pad Pad n (n N 20 1000 SINGLE DOUBLE SINGLE 6'-0" 1000 DOUBLE TRIPLE DOUBLE 20 15001 SINGLE DOUBLE SINGLE 8'-0- '-0"2000to 200010 SINGLE DOUBLE SINGLE 4000 1000 DOUBLE TRIPLE DOUBLE 30 1500 SINGLE DOUBLE SINGLE 8'-o" 2000 to SINGLE DOUBLE SINGLE 4000 1000 DOUBLE N/A DOUBLE 40 1500 DOUBLE TRIPLE DOUBLE 200010 4000 SINGLE DOUBLE SINGLE PROCEDURE: Refer to page 18 for the procedure on using the tables below. Main beam footing spacing tables acceptable for roof live load 40 psf maximum. MAIN BEAM FOOTING CONFIGURATION AND SPACING TIEDOWN STRAP SPACING I. Over the length of the home, find the furthest distance the bottom of the main beam Is from the ground. 2. Measure that distance and locate that height in the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. 5. The spacing for any strap may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. MAXIMUM TIEDOWN STRAP SPACING 8" X 16" X 4" CONCRETE FOOTINGS ? U c H V MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Dbl. Pad Footing Triple Pad Footing Two Dbl Pad Ftng. Main Beam Size Main Beam Size Main Beam Size r°n 8" 1 10" 1 12" 8" 10" 17' 8" 10" 12- 1000 5' 5' 5' T-6" T-6' 7-6" 8' 10' 10' 1500 r-6" T-6" r-6" 8' 10' 11' 8' 10' 5' 5' 5' 8' 10' 10' ]2'2000 8' 10' 12' 8' 10' 3000 8' 10' 17 8' 10' 12' 8' 10'4000 8' -- 8' 10' 17 8' 10' TIEDOWN STRAP SPACING I. Over the length of the home, find the furthest distance the bottom of the main beam Is from the ground. 2. Measure that distance and locate that height in the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. 5. The spacing for any strap may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. MAXIMUM TIEDOWN STRAP SPACING 16" X 16" X 4" CONCRETE FOOTINGS ? u H MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Sgl. Pad Footing Dbl. Pad Footing Two Dbl Pad Ftng. V a Main Beam Size Main Beam Size Main Beam Size U° 8" 10" 12" 8" 10" 12" 8" 10" 1 17' 1000 5' 5' 5' 8' 10' 10' 8' 1500 T-" T-6" r.6" 8' 10' 12' 8' 2000 8' 10' 10' 8' 10' 12' 8' 3000 8' 10' 12' 8' 10' 12' 8' 10111 4000 -- -- -- 8' 10' 17 8' TIEDOWN STRAP SPACING I. Over the length of the home, find the furthest distance the bottom of the main beam Is from the ground. 2. Measure that distance and locate that height in the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. 5. The spacing for any strap may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. MAXIMUM TIEDOWN STRAP SPACING 2 X 12 X 24" WOOD FOOTINGS A' V ac-- MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Sgl. Pad Footing Dbl. Pad Footing Triple Pad Footing U a t°n Main Beam Size 8" 1 10" 12" Maln Beam Size 8" 10" 12- Main Beam Size 8" 10" 12" 1000 5' 5' 1 S' 8' 10' 10'-6" 8' 10' 1500 r s" r s" 7' 6" 8' 10' 17 8' 10 2000 8' 10' 10'-6" 8' 10' 12' 8'10' J12' 3000 8' 10' 17 8' 10' 17 6' 10' 4000 - 8' 10' 12' 8' 10' TIEDOWN STRAP SPACING I. Over the length of the home, find the furthest distance the bottom of the main beam Is from the ground. 2. Measure that distance and locate that height in the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. 5. The spacing for any strap may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. MAXIMUM TIEDOWN STRAP SPACING Height from ground to bottom of main beam (Inches) WIND ZONE Diagonal strap Angle Min. Max. 8" to 18" 13'-0" 6'-0" 5'-0" 400 42- 19" to 36" 10'-6" 6'-0" 5'-0" 420 470 37" to 48" 9'-6" 6'-0" 5'-0" 470 500 49" to 80" T-0" 1 5'-9" 1 4'-9" 1 50° 590 28 MAIN BEAM FOOTING CONFIGURATIONS AND SPACING 18 WIDE - SINGLE SECTION I I I I moi_ 1 I I I I I I I I SPACING VARIES SEE TABLE ■ MAIN BEAM FOOTINGS These tables determine the footing pad configuration and footing spacing along the main beams of the section. Refer to page 15 for footing pad configuration details. Review the table that indicates the footing type you are going to use. Refer to page 18 for the procedure on using the tables. 2 X 12 X 24" WOOD FOOTINGS TIEDOWN STRAP SPACING MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) 5 0 c y Roof Live Sgl. Pad Footing Dbl. Pad Footing Triple Pad Footing tJ a Load Main Beam Size Main Beam Size Main Beam Size —p (psf) 8- 10" 12" 8" 10" 12" 8- 10" 12" 03 12' 8" 20 2'-6" 2'-6" 2'-6" 5' 5' 5' 8' 8' 8' 1000 30 2' 2' 2' 4'-6" 4'-6" 4'-6" 7' 7' 7' 4'-6" 40 2' 2' 2' 4' 4' 4' 6' 6' 6' 4' 20 4' 4' 4' 8' 8' 8' 8' 10' 12' 1500 30 3'-6" 3'-6" 3'-6" r 7' 7' 8' 10' 10'-6' 6'-6" 40 3' 3' 3' 6.-6.. 6-4-16'-6.. 1 3' 8'9,-6,. 4'-6" 9'-6,. 6' 20 5' 5' 5' 8' 10' 10'-6" 8' 10' 12' 2000 30 4'-6" 4'-6" 4'-6" 8' 9'-6" 9'-6" 8' 10' 12' 8' 40 4' 4' 4' 8' 8'-6" 8'-6" 8' 10' 12' 8' 20 8' 8' 8' 8' 10' 12' 8' 10' 12' 3000 30 r r r 8' 10' 12' 8' 10' 12' 8' 40 6' 6' 6' 8' 10' 12' 8' 10' 12' 8' 20 -- -- — 8' 10' 12' 8' 10' 12' 4000 30 — 4000 30 8' 10' 12' 8' 10' 12' 8' 40 — 40 8' 10' 1 12' 8' 10' 12- PROCEDURE: FOR ALL WIND ZONES 8" X 16" X 4" CONCRETE FOOTINGS TIEDOWN STRAP SPACING MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) MRoof C H Live Roof Live Dbl. Pad Footing Triple. Pad Footing Two Dbl Pad Ftng. tJ g Load Main Beam Size Main Beam Size Main Beam Size —p (psf) 9'-6" 6-0" 5'-0" rq 500 8' 10" 12" 8" 10" 12' 8" 10' 12" 4'-3" 20 2'-6" 2'-6" 2'-6" 3'-6" 3'-6" 3'-6' 5' 5' 5' 1000 30 2' 2' 2' 3' 3' 3' 4'-6" 4'-6" 4'-6" 40 2' 2' 2' 3' 3' 3' 4' 4' 4' 20 3'-6.. 3.-6" 3'-6" 5.-6.. 5."6.. 5.-6.. r-6.- r-6" r-6-- 1500 30 3' 3' 3' 5' 5' 5' 6'-6" 6'-6" 6'-6" 40 3' 3' 1 3' 4'-6" 4'-6" 4'-6" 6' 6' 6- 20 5'5' 5'5' 5' T-6" T-6" 7'-6" 8' 10' 10' 2000 30 4'-6" 4'-6 4'-6" 6'-6" 6'-6" 6'-6" 8' 9' 9' 40 4' 4' 4' 6' 6' 6' 8' 1 8' 1 8' 20 r-6" 7'-6"r-6" 8' 10' 1'-6" 8' 10' 12'3000 3000 30 6'-6" 6'-6" 6'-6" 8' 10' 10' 8' 10' 12'40 40 6' 6' 6' 8' 9' 9' 8' 10' 12' 20 — 17--6--7'-6" — 8' 10' 12' 8' 10' 12' 4000 30 - 8' 10' 12' 8' 10' 12' 40 _ _ - 8' 10' 12' 8' 1 10' 1 12' 16" X 16" X 4" CONCRETE FOOTINGS TIEDOWN STRAP SPACING MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) c4a= Roof Live Sgl. Pad Footing Dbl. Pad Footing Two Dbl Pad Ftng. �j a Load Main Beam Size Main Beam Size Main Beam Size —p (psf) 9'-6" 6-0" 5'-0" 410 500 8" 10" 12" 8" 10" 12" 8" 10" 12" 4'-3" 20 2'-6" 2'-6" 2'-6" 5' 5' 5' 8' 10' 10' 1000 30 2' 2' 2' 4'-6" 4'-6" 4'-6" 8' 9' 9' 40 2' 2' 2' 4' 4' 4' 8' 8' 8' 20 3'-6" 3'-6" 3'-6" 7'-6" r-6" r-6"8, 10' 12' 1500 30 3' 3' 3' 6'-6" 6'4" 6'-6" 8' 10' 12- 40 1 3' 3' 3' 6' 6' 1 6' 8' 1 10' 1 12' 20 5' 5'5' 8' 10' 10' 8' 10' 12' 2000 30 4'-6" 4'-6" 4'-6" 8' 9' 9' 8' 10' 12' 40 4' 4' 4' 8' 8' 8' 8' 10' 12' 20 r-6" 7'-6"r-6" 8' 10' 12' 8' 10' 12' 3000 30 6'-6" 6'-6" 6'-6" 8' 10' 12' 8' 10' 12' 40 6' 6' 6' 8' 10' 12 1 8' 10' 12' 20 -- -- -- 8' 10' 12' 8' 10' 12' 4000 30 8' 10' 12' 8' 1 10' 12' 40 _ _ _ 8' 10' 12' 8' 1 10' 1 12' TIEDOWN STRAP SPACING 1. Over the length of the home, find the furthest distance the bottom of the main beam is from the ground. 2. Measure that distance and locate that height In the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The Initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. 5. The spacing for any individual strap may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. MAXIMUM TIEDOWN STRAP SPACING Height to from ground bottom of main beam (inches) WIND ZONE Diagonals trap Min. Max. 8" to 18" 13'-0" 6-0" 5'-0" 390 460 19" to 36" 9'-6" 6-0" 5'-0" 410 500 37" to 48" 8'-6" 6-0" 5'-0" 460 520 49" to 80" 6'-6" 1 5'-3" 1 4'-3" 46° 580 29 MAIN BEAM WITH PERIMETER FOOTING CONFIGURATIONS AND SPACING 18 WIDE - SINGLE SECTION These tables determine the footing pad spacing and footing P411IMMU configuration along the main beams and perimeter of the ❑ I ❑ ❑ I ❑ ❑ 1 ❑ ❑ 01 section. A,?lt� IARNfi t -'`'il Refer to page 15 for footing pad configuration details. V I I 1 1 �, I I SPACING I I -" SEASIES : "-rReview the tables that indicate the footing type you are going �YROZ42;�948R' t--+-- --+-- -- TA r - -+ - =-+' to use for main beams and perimeter piers. ❑ ❑ ❑ ❑ ❑ . ❑ ❑ ❑1 ■ MAIN BEAM FOOTINGS ❑ PERIMETER FOOTINGS PERIMETER FOOTING CONFIGURATION AND SPACING PROCEDURE: 1. Determine the design roof live load of the home. 2. Determine the soil bearing capacity. 3. Following that line across the table determines type of footing configuration and spacing. 4. Footing placement to start at no more than one foot (1'-0" to edge of pier) from each corner of the home. 5. The spacing for any footing may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. PROCEDURE: Refer to page 18 for the procedure on using the tables below. Main beam footing spacing tables acceptable for roof live load 40 psf maximum. MAIN BEAM FOOTING CONFIGURATION AND SPACING 8" X 16" X 4" CONCRETE FOOTINGS PERIMETER FOOTING MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Dbl. Pad Footing Triple Pad Footing Two Dbl Pad Ftng. V g CONFIGURATION AND SPACING Main Beam Size Main Beam Size w 8'10- 12- FOOTING CONFIGURATIONS 4'-6' 4'-6' 4'.6" 6'-6" 6'-6" 6-6" 8' 9' 9' d 0.`tic 6'-6' 6'-6" 6'.6" S" 20008 9' 9 n 16" x 16" 8" x 16" 24" g c ' 8' 10' 12 1 8' 10' 17 Concrete Concrete 2 x 12 x wood Pad LL V -- -- e' 10' 12' Pad Pad y CC 20 1000 SINGLE DOUBLE SINGLE 6'-0- 1000 DOUBLE TRIPLE DOUBLE 1500 SINGLE DOUBLE SINGLE 20 8'-0" 200010 4000 SINGLE DOUBLE SINGLE 1000 DOUBLE TRIPLE DOUBLE 30 1500 FSINGLE DOUBLE SINGLE 8'-0" 2000 to 4000 I SINGLE DOUBLE SINGLE 1000 DOUBLE N/A DOUBLE 40 1500 DOUBLE TRIPLE DOUBLE8'-0" 2000 to 4000 SINGLE DOUBLE SINGLE PROCEDURE: Refer to page 18 for the procedure on using the tables below. Main beam footing spacing tables acceptable for roof live load 40 psf maximum. MAIN BEAM FOOTING CONFIGURATION AND SPACING TIEDOWN STRAP SPACING 1. Over the length of the home, find the furthest distance the bottom of the main beam is from the ground. 2. Measure that distance and locate that height in the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. 5. The spacing for any strap may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. 30 MAXIMUM 8" X 16" X 4" CONCRETE FOOTINGS a H MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Dbl. Pad Footing Triple Pad Footing Two Dbl Pad Ftng. V g Main Beam Size Main Beam Size Main Beam Size Main Beam Size 8'10- 12- 8- to- 12- 8- 10- 1r 1000 4'-6' 4'-6' 4'.6" 6'-6" 6'-6" 6-6" 8' 9' 9' 1500 6'-6' 6'-6" 6'.6" 8' 10' 10' 8' 10' 17 20008 9' 9 8' 10' 12' 8' 10' 12' 3000 8' 1 10' IT 1 8' 10' 12' 1 8' 10' 1Z 1 1 4000 8' 10' 12' 8' 10' 12 1 8' 10' 17 TIEDOWN STRAP SPACING 1. Over the length of the home, find the furthest distance the bottom of the main beam is from the ground. 2. Measure that distance and locate that height in the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. 5. The spacing for any strap may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. 30 MAXIMUM 16" X 16" X 4" CONCRETE FOOTINGS Z a c y MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Sgl. Pad Footing Dbl. Pad Footing Two Dbl Pad Ftng. U a Main Beam Size Main Beam Size Main Beam Size Main Beam Size 8` 1 10' 1 12` 8" 10- 12- 8- 10" 12- 1000 4--6-14'-6- 4'-6" 8' 9' 9' 8' 10' 1Z 1500 6'-6' 6'-6" 6'-&* 8' 10' 17 8' 10' 1r 2000 8' 9' 9' 8' 10' 12' 8' 10' 12' 3000 8' 10' 1 r 8' 10' 1Z 8' 10' 1Z 4000 8' 10' 12' 8' 10' 12' 8' 10' 12• TIEDOWN STRAP SPACING 1. Over the length of the home, find the furthest distance the bottom of the main beam is from the ground. 2. Measure that distance and locate that height in the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. 5. The spacing for any strap may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. 30 MAXIMUM 2 X 12 X 24" WOOD FOOTINGS Z v CL H MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) Sgl. Pad Footing Dbl. Pad Footing Triple Pad Footing L) n .inn Main Beam Size Main Beam Size Main Beam Size Min. Max. 8' 1 10- 12- 8- 10` 12" 8- 10- 12- r1000 1000 4'-6. 4'-6" 4'-6" 8' 9'-6" 9'-6" 8' 10' 12- 1500 r r 8' 10' 12' 8' 10' 1Z 2000 8' 9'-6" 8' 10' 12' 8' 10' 12' 3000 V. 12' nf 8' 10' 12' 8' 10' 1r 4000 -- -- e' 10' 12' e' 10' 1 r TIEDOWN STRAP SPACING 1. Over the length of the home, find the furthest distance the bottom of the main beam is from the ground. 2. Measure that distance and locate that height in the table. Do not measure at limited localized depressions under the home. 3. Following that line across to the appropriate wind zone determines the strap spacing. 4. The initial strap location from front or rear of home may be no more than two feet (2'-0") maximum. 5. The spacing for any strap may exceed the spacing shown up to 10% as long as the average spacing does not exceed the spacing shown. 30 MAXIMUM TIEDOWN STRAP SPACING Height from ground to bottom of main beam (Inches) WIND ZONE Diagonal Strap Angle Min. Max. 8" to 18" 13'-0" 6'-0" 5'-0" 39° 46- 19" to 36" 9'-6" 6'-0" 5'-0" 410 500 37" to 48" 8'-6" 6'-0" 5'-0" 460 52- 49" to 80" 6'-6" 1 5'-3" 4'-3" 46° 580 MAIN BEAM FOOTING SPACING USING PRE -POURED (UNREINFORCED) CONCRETE FOOTINGS SINGLE, DOUBLE, OR TRIPLE SECTIONS - 20 PSF ROOF These tables determine the footing spacing along the main beams of the section(s). 12/13 WIDE 14 WIDE 16/18 WIDE PRE -POURED UNREINFORCED 20" X 20" X 6" CONCRETE FOOTING L MAXIMUM MAIN BEAM _ c FOOTING SPACING (In Feet) �p a Main Beam Size g Main Beam Size 1000 8" 10" 12' 1000 4'-0" 4'-6- 4•-6• 1500 T-0• 7-0" T -o" 2000 8'-0" 9'-6" 9'-6' 3000 8'-0• 10'-0• 17-0" 4000 24" X 24" X 6" CONCRETE FOOTING PRE -POURED UNREINFORCED 24" X 24" X 6" CONCRETE FOOTING — c MAXIMUM MAIN BEAM c FOOTING SPACING (In Feet) CL 8" 10" 12" '1000 Main Beam Size U 8" 10• 12" 1000 7-01 7-0" 7-0• 1500 8'-0' 10'-0" 10'-6" 2000 8'-0" 10'-0" 12'-0" 3000 8'-0• 10'-0" 1Z_0" 4000 8'-0• 10'-0" 12'-0• PRE -POURED UNREINFORCED 28" X 28" X 8" CONCRETE FOOTING o MAXIMUM MAIN BEAM —_ u c FOOTING SPACING (In Feet) n 8• 10 12• 1000 Main Beam Size U 8" 10' 12" 1000 8'-0" 9-6• 9'-6' 1500 r-0" 2000 8'-0• 10'-0' 3000 1 8'-0• 10'-0" 4000 8'-0• 10'-0" 1 r-0" PRE -POURED UNREINFORCED 32" X 32" X 8" CONCRETE FOOTING L, MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) CL n 8'-0" 10'-0" 10'-6" 1500 Main Beam Size U 8• 10• 12" 1000 8'-0• 10'-0• 12'-0" 1500 8'-0• 10'-0" 12'-0" 2000 8•-0' 10'-0" 1 r-0" 3000 8'-0• 10'-0" 12'-0- 4000 8'-0" 10'-0• 1 r-0" PRE -POURED UNREINFORCED 36" X 36" X 8" CONCRETE FOOTING .� c MAXIMUM MAIN BEAM _ c FOOTING SPACING (In Feet) a 8'-0• 101-0' 1Z_0* 1500 Main Beam Size U 8' 10• 12" 1000 8'-0" 10'-0" 12'-0" 1500 8'-0• 10'-0" 12'-0" 2000 8'-0" 10•-0' 12'-0"-- 3000 8'-0" 10'-0• 12'-0" 4000 8-0- 1 10'-0• 1z—O" PRE -POURED UNREINFORCED 20" X 20" X 6" CONCRETE FOOTING MAXIMUM MAIN BEAM _ c FOOTING SPACING (In Feet) �p a Main Beam Size a 8• 10" 12" 1000 4'-6" 4'-6" 1500 6'-6" 6'-6" E2000 81-0• 9'-0• 2000 81-0" 101-01 4000 8'-0' 10'-0• PRE -POURED UNREINFORCED 24" X 24" X 6" CONCRETE FOOTING PRE -POURED UNREINFORCED MAXIMUM MAIN BEAM — c FOOTING SPACING (In Feet) 0 cc . cn a8 Main Beam Size U 8" 10" 12" '1000 6'-6" 6'-6' 6'-6' 1500 8'-0" 10'-0" 10'-0• 2000 8'-0" 10'-0• 12'-0• 3000 8'-0" 10'-0- tr-0" 4000 8'-0- 10'-0' 12'-0" PRE -POURED UNREINFORCED 28" X 28" X 8" CONCRETE FOOTING PRE -POURED UNREINFORCED MAXIMUM MAIN BEAM N FOOTING SPACING (In Feet) o FOOTING SPACING (In Feet) N c n Main Beam Size U 8• 10 12• 1000 8'-0" 9'-0" 9'-0" 1500 8'-0" 10'-0" 17-01 2000 8'-0" 10'-0• 12'-0" 3000 8'-0" 10'-0" 12'-0" 4000 8'-0" 10'-0" 1z—O" PRE -POURED UNREINFORCED 32" X 32" X 8" CONCRETE FOOTING L, MAXIMUM MAIN BEAM _ 0C. FOOTING SPACING (In Feet) 0(d N rn a Main Beam Size 8' 10" 12" 1000 8'-0" 10'-0" 10'-6" 1500 8'-0" 10'-0" 12'-0• 20008'-0" 10'-0• 1 r-0• 3000 8'-0• 10'-0" 1r-0" 4000 8•-0" 10%0" 1Z-0" PRE -POURED UNREINFORCED 36" X 36" X 8" CONCRETE FOOTING Z MAXIMUM MAIN BEAM H FOOTING SPACING (In Feet) MAXIMUM MAIN BEAM .� c Main Beam Size 05 CL's 8" 10" 12• 1000 8'-0• 101-0' 1Z_0* 1500 81-0" 101-0" 1r-0• 20008'-0" 10'-0" 1 r-0' 3000 8'-0" 10'-0" 1 r-0• 4000 8'-0" 10'-0' 1 r-0" 31 PRE -POURED UNREINFORCED 20" X 20" X 6" CONCRETE FOOTING MAXIMUM MAIN BEAM —_c FOOTING SPACING (In Feet) a Main Beam Size 8' 10• 12 1000 4'-0' 4'-0" 4'-0" 1500 5'-6- 5'-6• 5'-6" 2000 7-6" T-6" 7-0" 3000 8'-0• 101-0• 11 -0• 4000 8'-0" 10'-0" 11'-0" PRE -POURED UNREINFORCED 24" X 24" X 6" CONCRETE FOOTING Z MAXIMUM MAIN BEAM _ p c FOOTING SPACING (In Feet) 0°n a � � Main Beam Size U 8" 10" 12" 1000 5'-6" 5•-6" 6-6" 1500 8'-0" 81-0" 81-0• 20008'-0-0' 10'-0" 11'-0' 300o 8'• 10'-0" 12'-0• 4000 8'-0"1 10%0" 1r-0• PRE -POURED UNREINFORCED 28" X 28" X 8" CONCRETE FOOTING MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) flc a ,0 Main Beam Size , U 8" 10" 12" 1000 T-6• T-6" T-6" 1500 8'-0" 10'-0" 11'-0" 20008'-0-0" 10'-0" 1 r-0" 3000 8'" 10'-0" 1 r-0• 4000 8'-0• 10'-0" 1 r-0• PRE -POURED UNREINFORCED 32" X 32" X 8" CONCRETE FOOTING MAXIMUM MAIN BEAM —_ a c FOOTING SPACING (In Feet) Main Beam Size U 8• 10" 1 r 1000 8'-0' 9'-6" 9'-6- 1500 8'-0" 10'-0" 12'-0• 2000 8'-0" 10•-0" 1r-0' 3000 8•-0' 10'-0' 1 r-0• 4000 1 8'-0" 10'-0" 1 r-0• PRE -POURED UNREINFORCED 36" X 36" X 8" CONCRETE FOOTING MAXIMUM MAIN BEAM .� c FOOTING SPACING (In Feet) 05 CL's Main Beam Size U 8' 10" 12* 1000 8'-0' 10'-0" Ir -0" 1500 8'-0• 10'-0" Ir -0" 2000 8'-0• 10'-0" 1 r-0• 3000 8'-0" 10'-0' 1 r-0• 4000 8'-0" 10'-0" 1 r-01 KONSMIM WILLIAM C. FARISH IV WOKU MAIN BEAM FOOTING SPACING USING PRE -POURED (UNREINFORCED) CONCRETE FOOTINGS SINGLE, DOUBLE, OR TRIPLE SECTIONS - 30 PSF ROOF These tables determine the footing spacing along the main beams of the section(s). 12/13 WIDE 14 WIDE . 16/18 WIDE PRE -POURED UNREINFORCED 20" X 20" X 6" CONCRETE FOOTING MAXIMUM MAIN BEAM _ a c FOOTING SPACING (In Feet) o y y n Main Beam Size U 8" 10" 12" 1000 4'-0" 4'-0" 4'-0- 1500 6'-0" 6'-0" 6'-0" 2000 8'-0• 8'-6" 8'-6• 3000 8'-0" 101-0• 12'-0" 4000 8'-0- 1 '- PRE -POURED UNREINFORCED 24" X 24" X 6" CONCRETE FOOTING PRE -POURED UNREINFORCED MAXIMUM MAIN BEAM w FOOTING SPACING (In Feet) c (n a Main Beam Size U 8" 10" 12` 1000 6'-0" 6'-0• 6'-0" 1500 8'-0• 9'-0" 9-0" 2000 8'-0• 10'-0" 12'-0" 3000 8'-0" 10'-0" 12'-0" 4000 8'-0" 10'-0• 1 12' -0 - PRE -POURED UNREINFORCED 28" X 28" X 8" CONCRETE FOOTING 4000 MAXIMUM MAIN BEAM _'a c FOOTING SPACING (In Feet) (n a Main Beam Size U 8" 10" 12" 1000 8'-0" 8'-0• 8'-0• 1500 8'-0" 10'-0" 12•-0" 2000 8'-0-0" 101-0• 12'-0• 3000 8'" 10'-0" 12'-0" 4000 1 8'-0" 10'-0• 1 12'-0" PRE -POURED UNREINFORCED 32" X 32" X 8" CONCRETE FOOTING 3000 MAXIMUM MAIN BEAM 4000 FOOTING SPACING (In Feet) c�� 32" X 32" X 8" CONCRETE FOOTING U) a Main Beam Size U 8• 10• 12" 1000 8'-0• 10'-0" 10'-6" 1500 8'-0" 10'-0" 12'-0" 2000 8'-0" 10'-0" 12'-0" 3000 8'-0• 10'-01 12'-0• 4000 8'-0• 10'-0" 12•-0" . PRE -POURED UNREINFORCED 36" X 36" X 8" CONCRETE FOOTING 3000 MAXIMUM MAIN BEAM 4000 FOOTING SPACING (in Feet) o H �a 8 Main Beam Size U 8" 10" 12• 1000 8'-0" 10'-0" 12'-0" 1500 8'-0" 10'-0" 2000 8'-0• 10'-0" 12•-0" 3000 8'-0" 10'-0" 12'-0" 4000 8'-0" 10'-0" 12'-0;;---- PRE-POURED UNREINFORCED 20" X 20" X 6" CONCRETE FOOTING MAXIMUM MAIN BEAM _ a c FOOTING SPACING (In Feet) CL a 3- Main Beam Size 8" 10" 12" 1000 4'-0" 4'-0" 4'-0" 1500 6'-0" 6'-0" 6'-0• 2000 8'-0" 8'-0" 8'-0" 3000 8'-0• 10'-0" 17-0• [--4-00-0—f-8•-0• 10'-0" 17-0• PRE -POURED UNREINFORCED 24" X 24" X 6" CONCRETE FOOTING MAXIMUM MAIN BEAM Z FOOTING SPACING (In Feet) y a � Main Beam Size U 8• 10• 12" 1000 5'-6" 5'-6" 5'-6" 1500 8'-0" 8'-6" 8'-6" 200 0 8• -0" 10'-0" 11'-6• 3000 8'-0" 10'-0• 17-0• 4000 8'-0" 101-0" 17-04 PRE -POURED UNREINFORCED 28" X 28" X 8" CONCRETE FOOTING MAXIMUM MAIN BEAM 0 c FOOTING SPACING (In Feet) CL Main Beam Size U Main Beam Size U 8• 10" 12" 1000 T-6" 7-6• 7-0• 1500 8'-0" 10'-0" 11'-6" 20000" 8'- 10'-0" 17-0• 3000 8'-0• 10'-0" 17-0" 4000 8'-0• 10'-0"12'-0• PRE -POURED UNREINFORCED 32" X 32" X 8" CONCRETE FOOTING H MAXIMUM MAIN BEAM -a FOOTING SPACING (In Feet) o 8" 10" 12" 1000 Main Beam Size U 12000 8" 10" 12• 1000 8'-0" 10'-0" 10'-0• 1500 8'-0" 10'-0• 12'-0• 4000 8'-0' 10'-0" 17-0• 3000 8'-0 10'-0" 17-0" " 4000 8'-0" 10'-0• 17-0• PRE -POURED UNREINFORCED 36" X 36" X 8" CONCRETE FOOTING o H cn n MAXIMUM MAIN BEAM _ 13 c FOOTING SPACING (In Feet) �°�aMain Beam Size U 8• 10• 12" 1000 8'-0• 10'-0• 17-0" 1500 8'-0• 10'-0• 12'-0" 20008'-0• 10'-0• 12'-0" 3000 8'-0 10'-0• 17-0" 4000 1 8'-0• 10'-0• 17-0" 32 PRE -POURED UNREINFORCED 20" X 20" X 6" CONCRETE FOOTING MAXIMUM MAIN BEAM L, 0 FOOTING SPACING (In Feet) c w cn Main Beam Size 8" 10• 12" 1000 T -O" T-0• 1500 1 5'-0- 6-0" 2000 6'-0" 6'-6• 6' 6• 3000 8'-0- 10'-0• 4000 8'-0• 10'-0" PRE -POURED UNREINFORCED 24" X 24" X 6" CONCRETE FOOTING MAXIMUM MAIN BEAM Z FOOTING SPACING (In Feet) N g Main Beam Size 8" 10" 12• 1000 4'-6" 4'-6" 4'-6- 1500 T-0" 7-0" 7-0" 2000 8'-0" 9'-6" 9'-6- 3000 8'-0- 10'-0" 17-0' 4000 8'-0" 10'-0• 17-0" PRE -POURED UNREINFORCED 28" X 28" X 8" CONCRETE FOOTING MAXIMUM MAIN BEAM L _ c FOOTING SPACING (in Feet) y , a Main Beam Size U 8• 10- 12" 1000 6'-0" 1 6'-6" 6* -6" 1500 8•-0• 10'-0" 10'-0• 2000 8'-0` 10'-0• 17-0• 3000 8'-0" 10'-01 17-0" 4000 8'2• 10'-0" 17-0• PRE -POURED UNREINFORCED 32" X 32" X 8" CONCRETE FOOTING MAXIMUM MAIN BEAM H FOOTING SPACING (In Feet) o U) °� a Main Beam Size U 8" 10" 12" 1000 8'-0" 8'-6" 8'-6• 1500 8'-0" 10'-0" 17-0" 2000 8'-0• 10'-0" 17-0• 3000 8'-0" 10'-0" 17-0" 4000 81-0" 1 10'-0" 1 17-0• PRE -POURED UNREINFORCED 36" X 36" X 8" CONCRETE FOOTING MAXIMUM MAIN BEAM L FOOTING SPACING (In Feet) o H cn n Main Beam Size U 8" 10" 12" 1000 8'-0" 10'-0" 11'-0" 1500 8'-0" 10'-0" 17-0• 2000 81-0• 10'-0• 17-0• :1Z-0• 3000 8'-0" 10'-0• 17-0• 4000 8'-0" 10'-01 it2a12a'M WILLIAM C. FARISH IV MAIN BEAM FOOTING SPACING USING PRE -POURED (UNREINFORCED) CONCRETE FOOTINGS SINGLE, DOUBLE, OR TRIPLE SECTIONS - 40 PSF ROOF These tables determine the footing spacing along the main beams of the section(s). 12/13 WIDE 14 WIDE 16/18 WIDE PRE -POURED UNREINFORCED 20" X 20" X 6" CONCRETE FOOTING y MAXIMUM MAIN BEAM H FOOTING SPACING (In Feet) CL 3- Main Beam Size 8" 10• 12" 1000 T-6' T-6' 1500 5'-6" 5'-6' 2000 7-6' T-6• T-6' 3000 8'-0" 10'-0" 4000 8'-0' 1 10'-0" PRE -POURED UNREINFORCED 24" X 24" X 6" CONCRETE FOOTING Z MAXIMUM MAIN BEAM -a c FOOTING SPACING (In Feet) n v U Main Beam Size 8" 10• 12' 1000 5'-6" 5'-6' 5'-6" 1500 8'-0" 8'-0" 8'-0- 2000 8'-0" 10'-0• 11'-0" 3000 8'-0• 10'-0• 12'-0" 4000 8'-0• w.0. 12'-0" PRE -POURED UNREINFORCED 28" X 28" X 8" CONCRETE FOOTING L MAXIMUM MAIN BEAM c FOOTING SPACING (In Feet) n Main Beam Size CLS Main Beam Size U 8" 10" 12" 1000 7-6" T-6' T-6- 1500 8'-0' 10'-0" 11'-0" 2000 8'-0" 10'-0" 12'-0" 3000 8'-0" 10'-0" 12'-0" 4000 8'-0" 10'-o" 12'-0" PRE -POURED UNREINFORCED 32" X 32" X 8" CONCRETE FOOTING Z, MAXIMUM MAIN BEAM — a FOOTING SPACING (In Feet) R, 8" 10" 12" 1000 Main Beam Size U 8' 10" 12" 1000 8'-0" 9'-6" 9'-6" 1500 8'-0• 10'-0" 12'-0" 2000 8'-0" 10'-0" 12'-0" 3000 8'-0" 10'-0• 12'-0" 4000 8'-0• 10'-0• 12-0" PRE -POURED UNREINFORCED 36" X 36" X 8" CONCRETE FOOTING aa MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) U 8" 10" 12" Ua Main Beam Size 1500 8' 10• 12" 1000 8'-0" 10'-0" 12'-0- 1500 8'-0" 10'-0" 12'-0" 2000 8'-0• 10'-0" 12'-0" 3000 8'-0" 10'-0" 12'-0" 4000 8'-0" 10'-0" 12'-0' PRE -POURED UNREINFORCED 20" X 20" X 6" CONCRETE FOOTING Z MAXIMUM MAIN BEAM H FOOTING SPACING (In Feet) o N a Main Beam Size 8• 1 10" 12- 1000 3'.0" 3'-0' 1500 5'-0" 5'-0' 2000 6'-6" 6'-6" 3000 8'-0• 10'-0• 4000 8'-0• 10'-0• PRE -POURED UNREINFORCED 24" X 24" X 6" CONCRETE FOOTING Z MAXIMUM MAIN BEAM p FOOTING SPACING (In Feet) in n v U Main Beam Size 8• 10" 12" 1000 5'-0" 5'-0" -O'1500 1500 T-6" T-6' 2000 8'-0" 10'-0" E5' 3000 8'-0"10'-0• 4000 8'-0" 10'-0" PRE -POURED UNREINFORCED 28" X 28" X 8" CONCRETE FOOTING L MAXIMUM MAIN BEAM N FOOTING SPACING (In Feet) o N an Main Beam Size CLS 8" 10" 12" 1000 T -o" T-0" 7-0" 1500 a'-0" 10'-0" 10'-6" 2000 8'-0" 10'-0" 12'-0" 3000 8'-0" 10'-0" 17-0" 4000 8'-0" 10%0 12'-0" PRE -POURED UNREINFORCED 32" X 32" X 8" CONCRETE FOOTING L, MAXIMUM MAIN BEAM H FOOTING SPACING (In Feet) o Cd rnCL.S Main Beam Size U 8" 10" 12" 1000 8'-0" 9'-0" 9'-0" 1500 8'-0• 10'-0" 2000 8'-0• 10'-0- 12'-0" 3000 E12'-0' 8'-0" 10'-0' 12'-0' 4000 8'-0" 10'-0" 12'-0' PRE -POURED UNREINFORCED 36" X 36" X 8" CONCRETE FOOTING 4000 MAXIMUM MAIN BEAM c FOOTING SPACING (in Feet) aa MAXIMUM MAIN BEAM Main Beam Size U 8" 10" 12" 1000 8'-0" 10'-0" 11'-6' 1500 8'-0" 10'-0" 12'-0" 2000 8'-0" 10'-0" 12'-0" 3000 8'-0" 10'-0" 12'-0" 4000 8'-0" 10'-0" 12'-0" 33 PRE -POURED UNREINFORCED 20" X 20" X 6" CONCRETE FOOTING Z MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) c v Main Beam Size 8" 10" 12" 1000 T-0' T-0" 3'-0" 1500 4'-6' 4'-6" 4'-0" 2000 U-0" 6'-0" 6'-0" 3000 8'-0" 9'-0" 9'-0- 4000 8'-0- 9-0" 9'-0' PRE -POURED UNREINFORCED 24" X 24" X 6" CONCRETE FOOTING Z, MAXIMUM MAIN BEAM p FOOTING SPACING (In Feet) a n v U Main Beam Size 8" 10- 12" 1000 4'-0" 4'-0" 4'-0' 1500 6'-6' 6'-6• 6'-6- 2000 8'-0" 8'-6" 8'-6" 3000 8'-0" 10'-0" 12'-0- 4000 8'-0" 10'-0' PRE -POURED UNREINFORCED 28" X 28" X 8" CONCRETE FOOTING L MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) ca CLS Main Beam Size U 8' 10" 12• 1000 6'-0• 6-0" 1500 8'-0• 9'-0" 2000 8'-0• 10'-0" 3000 a'-0" 10'-0" a000 8'-0" 10'-0" PRE -POURED UNREINFORCED 32" X 32" X 8" CONCRETE FOOTING MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) CL Main Beam Size U 8" 10" 12" 1000 T-6" T-6" 7-6" 1500 8'-0" 10'-0" 11'$" 2000 8'-0" 10'-0" 12'-0" 3000 8'-0" 10'-0" 12'-0' 4000 8'-0" 10'-0" 12'-0" PRE -POURED UNREINFORCED 36" X 36" X 8" CONCRETE FOOTING MAXIMUM MAIN BEAM FOOTING SPACING (In Feet) CLn Main Beam Size 8" 10" 12" 1000 8'-0" 10'-0" 9'-6" 1500 8'-0" 10'-0" 11'-6" 2000 8'-0" 10'-0• 11'-6" 3000 8'-0" 10'-0" 11'-0" 4000 8'-0" 10'-0" 11'-6" TRIPLE SECTION WITH TRANSVERSE ROOF FOOTING CONFIGURATIONS AT MAIN BEAM AND SUPPORT POSTS ------------ SECTION "A" SECTION "B'; ' -- - + -- - - - - - -------+------ +------- ------�------"=- ' i i ''tel SEE FLOOR PLAN FOR MIN. PIER SECTION "C" i LOAD CAPACITY UNDER SUPPORT POSTS. PROCEDURE ■ Main beam footing configurations and piers can be the same type, configuration and spacing as determined for the main beams for the main sections of the home. ® SUPPORT POST LOCATIONS ■ MAIN BEAM FOOTINGS • FOOTING AT EACH END OF MAIN BEAMS pwtgsxw M, WILLIAM C. FARISH IV k4�k20442s46R / P ® Review the first column in the table on the floor plan entitled 'Minimum Pier Loads (lbs.)', for the minimum loads for the support posts. • For footing configurations under the piers at each end of Using the same soil capacity column chosen for the main the main beams see the tables below. Use the same soil unit beam footings, select a footing and footing capacity column as used for the main unit beam footings. configuration that meets or exceeds the minimum loads from the table on the floor plan for each support post. See page 15 for footing configuration selection. MINIMUM FOOTING CONFIGURATIONS UNDER PIERS AT EACH END OF MAIN BEAMS 12 WIDE TRIPLE SECTION 16" x 16" x 4" Concrete Footings 8" x 16" x 4" Concrete Footings 2 x 12 x 24" Wood Footings Soil Section Roof Live Load Section Roof Live Load Soil Section Roof Live Load Capacity Length Mx.ax. (psi) .Soil Capacity Length Max. (psi) Capacity Length Max. (psi) (psf) Mn) Max. (psf) 20 30 40 20 30 40 =30 40 (psf) (ft) 1000 36 Quad Quad Quad 30 2 Triple 2 Triple 2 Triple 22 Double Triple Triple 1000 1000 30 Double Double Double 36 2 Triple 2 Triple N/A 36 Triple Triple Triple 1500 36 Double Double Quad 22 Triple 2 Double 2 Double 1500 36 Double Double Double 2000 36 Double Double Double 1500 30 2 Double 2 Double 2 Double 22 Single Double Double 36 2 Double 2 Double 2 Triple 2000 30 Single Single Single 36 Double Double Double 3000 36 Single Single Double 2000 30 Triple Triple Triple 3000 36 Single Single Single 4000 36 Double Double Double 36 Triple Triple 2 Double 4000 36 Double Double Double 3000 30 Double Double Double 36 Double Double Triple 4000 36 j Double I Double Double 13 OR 14 WIDE TRIPLE SECTION 16" x 16" x 4" Concrete Footings 8" x 16" x 4" Concrete Footings 2 x 12 x 24" Wood Footings Soil Section Roof Live Load Soil Section Roof Live Load Soil Section Roof Live Load Capacity Length Max. Max. (psi) (p ) Capacity Length Max. Max. (psf) (p ) Capacity Length Max. Max. sf (psf) (psi) (n.) (psf) (n) (psf) (ft.) 20 30 40 20 30 40 20 30 40 1000 36 Quad Quad Quad 26 2 Triple 2 Triple N/A 26 Triple Triple Triple 1000 36 2 Triple N/A N/A 1000 36 Triple Triple N/A 26 Double Double Quad 1500 1500 26 36 2 Double 2 Double 2 Double 2 Triple 2 Triple 2 Triple 1500 26 36 Double Double Double Double Double Triple 36 Double Quad Quad 2000 36 Double Double Double 26 Single Single Double 2000 26 Triple Triple 2 Double 2000 36 Double Double Double 3000 36 Single Double Double 36 Triple Double 2 Double 3000 26 36 Single Single Single Single Single Double 4000 36 Double Double Double 3000 26 36 Double Double Double Triple Triple Triple 4000 36 Double Double Double 4000 36 Double Double Double 34 MULTI WIDE SECTIONS MIN. RIDGE BEAM SUPPORT POST PIER LOADS MATING LINE FOOTING CONFIGURATIONS (LBS) A --r------r-----1------r------r-----1------rte-� NOTE 300 1 B SECTION "A"The footing capacity table on this A ------------ -r'� page Indicate the maximum load that 5500 2 B -----------------------1 i can be placed on the various footing __ F _ i_- - configurations. The minimum loads 6100 3 A L for the ridge beam support posts e SECTION "B"; have been established for each post , 4 A on the model floor Ian attached to B --------�---------- -----L=-j i the flap in the back P - -- --� - of this manual. A i---F-----i------}SEE FLOOR PLAN FOR MIN. PIER LOAD CAPACITY SECTION "C" i UNDER RIDGE BEAM SUPPORT POSTS I---�-----4------"--� SEE FLOOR PLAN FOR MIN. PIER LOAD CAPACITY UNDER N SUPPORT POST SIDEWALLS FOR TRIPLE LOCATIONS SECTION UNITS IF REQUIRED PROCEDURE 1. The location of the ridge beam support posts are designated by yellow labels along the mating line of the floor, and on the floor plan b,La, square symbol containing a number, for example 10 Post LJ or 10 is always the first support post at the front or tow bar end of the section. 2. Review the first column in the table on the floor plan entitled 'Minimum Pier Loads (lbs.)', for the minimum loads for each pair of support posts. 3. Using the same soil capacity column chosen for the main beam piers, select a footing and footing configuration that meets or exceeds the minimum loads from the table on the floor plan for each mating line pier. 4. The type of pier and footing selected under the support posts, are to meet or exceed the minimum loads established for each mating line pier. NOTE 5. For third section with transverse roof design see Page 34 for main beam and support post peering requirements. NOTE Due to the various loads required by each pair of support posts, footing configurations will most likely be different from post to post. See Example 1 and Example 2 below. EXAMPLE 1 Post Q has a minimum pier load of 3,200 lbs. Using 1000 lbs. soil capacity and 16" x 16" x 4" concrete pads, a double 16" x 16" x 4" footing is required under a single block pier at post location 0 . SUPPORT POST DESIGNATED SINGLE BLOCK PIER ONLY ONE HOME SECTION SHOWN FOR CLARITY CONCLUSION: 1-Z11 This footing configuration can carry a maximum of 3500 lbs. 4300 5 B EXAMPLE OF MINIMUM SUPPORT POST LOADS FOUND ON FLOOR PLAN I FOOTING CAPACITIES I 8"x 16"x 4" CONCRETE PAD Soil Capacity (PSF) I DOUBLE PAD TRIPLE PAD 2 DOUBLE 2 TRIPLE PADS PADS 1000 1,700 2 600 3 400 5 200 1500 2,600 4,000 5.200 8 000 2000 3,500 5,300 7,200 10,600 3000 5,200 8,000 10,400 16 000 4000 - 110,600 1 14.400 21 200 16"x 16"x 4" CONCRETE PAD Soil Capacity (PSF) SINGLE PAD DOUBLE PAD 2 DOUBLE PADS QUAD PADS 1000 1,700 3,500 7,000 7,000 1500 2,600 5,300 10,600 10,600 2000 3,500 7,000 14,200 1 14,20 3000 5200 10 600 21,200 121,200 4000 1 -- 114,000 28,400 128.4001 2x 12x24"WOOD Soil Capacity (PSF) SINGLE PAD DOUBLE PADS TRIPLE PADS 1000 2,000 4 000 6 000 1500 3,000 6 000 9 000 2000 4,000 8,000 12,000 3000 6,000 12,000 18,000 4000 1 - 116,000 1 24,000 EXAMPLE 2 Post ❑2 has a minimum pier load of 6,100 lbs. Using 1500 lbs. soil capacity and 8" x 16" x 4" concrete pads, two(2) triple pad footings are required with double block pier at post location 0 . r =„ SUPPORT POST�J' DESIGNATED 2 TRIPLE 8" X 16" X PAD FOOTINGS DOUBLE 16" X 16" X 4" PAD FOOTING 35 ONLY ONE HOME SECTION SHOWN FOR CLARITY CONCLUSION: This footing configuration maximum of 8000 lbs. MATING LINE SUPPORT POST PIERS USING CONCRETE BLOCK WOOD WEDGES MATING LINE LINE CAP q BLOCK DOUBLE BLOCK PIER IF REQUIRED �l r.; Pier may be set back a maximum of 12" from end of home. PIER AT END WALL ONLY ONE HOME SECTION SHOWN SUPPORT SUPPORT POST POST (.. FOR CLARITY G`q WOOD I WEDGES CAP BLOCK r; ,i SINGLE BLOCK I/' 1 �Y� DOUBLE BLOCK PIER(S) AT SUPPORT POSTS (WITHOUT LABELED G -STRAP) WOOD WEDGES CAP BLOCK SUPPORT POST I ONLY ONE HOME SECTION SHOWN FOR CLARITY 'l I . f r LABELED G- STRAP(S) —WOOD WEDGES —CAP BLOCK I � F� �Y' Imo, I SECOND PIER IF REQUIRED PIER(S) AT SUPPORT POSTS (WITH LABELED G -STRAP) MATING LINE SUPPORT POST PIERS USING COMMERCIAL METAL PIERS ONLY ONE HOME SUPPORT SECTION SHOWN ' POST GZj RT FOR CLARITY ONLY ONE HOME POST SECTION SHOWN I S> I . NEINGI %f FOR CLARITY -,Sr 4 -i I f ' ' LABELED L'Affilll•� Pier may be set back a maximum of 12" from end of home. PIER AT END WALL I MAX SECOND PIER IF REQUIRED PIER(S) AT SUPPORT POSTS (WITHOUT LABELED G -STRAP) TIEDOWN OF LABELED G -STRAPS AT SUPPORT POST LOCATIONS 36 9" LABELED G-1 SINGLE ANCHOR NEED STRAPS ONLY DEVELOP 3150 LBS ALLOWABLE LOAD. BOTH STRAPS MAY BE o FASTENED TO A SINGLE ANCHOR HEAD. LABELED G-1 STRAPS 36 9" ;1 G -STRAP MAX y <'• SECOND PIER IF REQUIRED III � 18" AMAX PIER(S) AT SUPPORT POSTS (WITH LABELED G -ST LABELED G-2 STRAPS WILLIAM C. FARISH klll�_ \24Z42946RI,�/ rRAPS MUST BE \STENED TO INDIVIDUAL VCHORS LABELED G-2 STRAPS i K=-Twoj mwtosmm WILLIAM C. FAR EtSfrIKEll NOZ42946R PORCHES rr I IIIIIIIIIIIIIIIIIIIIIIIII III BASED ON PORCH POST SPACING - IIIII O� H FOOTING CONFIGURATIONS CL m`° c d J 9 FOOTINGS AND PIERS UNDER THE MAIN BEAMS OF THE PORCH SHALL BE THE SAME TYPE, CONFIGURATION AND SPACING AS DETERMINED FOR THE MAIN BEAMS OF THE MAIN SECTION(S) OF THE HOME. W SEC" PERIMETER FOOTING AND PI_.. ....�� BE LOCATED AT EACH PORCH POST LOCATION. SEE PROCEDURE TO DETERMINE FOOTING CONFIGURATION. FRONT VIEW SIDE VIEW CAUTION Area under porch should not be graded or enclosed by a foundation or skirting that prevents water from draining away from the home. Foundation or skirting shall follow the exterior wall of the main section(s). NOTE: When a section of a multi section home is only a porch, main beam and perimeter footings and piers are determined as outlined on this page. Porch posts supported by front or rear full width metal frame crossmember do not require piers. 1. Length of porch can be subtracted from length of main section when determining longitudinal tiedown strap requirements. 2. See page 48 to see if longitudinal strap requirements apply. 3. Porch may be part of single section home. PERIMETER FOOTING CONFIGURATION BASED ON PORCH POST SPACING - MAX. 14 WIDE SECTION O� H FOOTING CONFIGURATIONS CL m`° c d J 9 U v E 16"x16" 8"x16'- 2 x 12 x 24" 2 x 12 x 24" 0 A. a Concrete Pad Concrete Pad wood Pad moo° rn a° a Pad Pad wood Pad 1000 SINGLE DOUBLE SINGLE 20, 30 UP 1000 DOUBLE TRIPLE 8 40 150a TO SINGLE DOUBLE SINGLE 4'-0' 2000 to DOUBLE SINGLE 6'-0R 4000 1000 SINGLE DOUBLE SINGLE 1500 1000 DOUBLE SINGLE DOUBLE SINGLE 1500 SINGLE DOUBLE SINGLE 20 SINGLE MAX 2000 to SINGLE DOUBLE SINGLE 4000 O" 1000 DOUBLE N/A DOUBLE 1000 DOUBLE TRIPLE SINGLE 40 oR 1500 SINGLE DOUBLE SINGLE 30 TO 4000 2000 to 4000 MAX SINGLE DOUBLE SINGLE 1000 DOUBLE TRIPLE DOUBLE 40 1500 SINGLE DOUBLE SINGLE 2000 to SINGLE DOUBLE4000 SINGLE PERIMETER FOOTINGS UNDER PORCH POSTS PROCEDURE: 1. Determine the design roof live load of the home. 2. Determine the soil bearing capacity. 3. Determine the spacing of the porch posts. 4. Following that line across the table determines type of footing configuration. PERIMETER FOOTING CONFIGURATION BASED ON PORCH POST SPACING - MAX. 14 WIDE SECTION (cont'd.) o FOOTING CONFIGURATIONS H 0),S a c o a -- J CL V" 0a, •a 16" x 16" 8" x 16" 2 x 12 x 24" 8 Concrete Concrete y a° a Pad Pad wood Pad cc 1000 DOUBLE TRIPLE DOUBLE SINGLE DOUBLE SINGLE 201500 2000 ro 4000 SINGLE DOUBLE SINGLE 6'-0R 1000 DOUBLE TRIPLE DOUBLE 1500 SINGLE DOUBLE SINGLE 30 TO 8'-0' 2000 to SINGLE DOUBLE SINGLE MAX 4000 1000 DOUBLE N/A DOUBLE 1500 DOUBLE TRIPLE DOUBLE 40 2000 to SINGLE DOUBLE SINGLE 4000 37 DECKS DECK OPENING(S) MAY BE AT VARIOUS LOCATIONS. DECK LOCATION MAY BE ON ONE OR MORE SECTIONS OF HOME. FRONT VIEW AIN BEAMS OF THE DECK SHALL BE THE SAME TYPE, CONFIGURATION AND SPACING AS DETERMINED FOR THE MAIN BEAMS OF THE MAIN SECTION(S) OF THE HOME. SIDE VIEW NOTE: Deck area should not be enclosed by a foundation or skirting that prevents water from draining away from the home. Foundation or skirting shall follow the exterior wall of the main section(s). 1. Length of deck can be subtracted from length of 2. See page 48 to see if longitudinal strap requirements main section when determining longitudinal tiedown apply. strap requirements. 3. Deck may be part of single section home. 38 SECTION 4 INSTALLATION PROCEDURES 47 PAGE POSITIONING AND LEVELING LONGITUDINAL TIEDOWN STRAPS ................................................ SINGLE OR FIRST SECTION............................................................ 41 USING A WATER LEVEL..........................:....................................... 42 INTERIOR LEVELING........................................................................ 42 POSITIONING AND LEVELING CONNECTIONS................................................................................. SECONDSECTION........................................................................... 43 FLOOR CONNECTIONS................................................................... 44 INTERIOR SUPPORT POST FASTENING ....................................... 44 SHINGLE ROOF CONNECTION....................................................... 45 END WALL CONNECTION................................................................ 45 GROUNDANCHORS........................................................................ 46 TIEDOWNSTRAPS........................................................................... 47 SUPPLEMENTAL TIEDOWN STRAPS ............................................. 48 LONGITUDINAL TIEDOWN STRAPS ................................................ 48 MAIN BEAM TIEDOWN STRAP INSTALLATION................................................................................. 49 HOT AND COLD PLUMBING CROSSOVER CONNECTIONS................................................................................. 50 DRAIN PIPE CROSSOVER CONNECTION................................................................................... 50 GAS CROSSOVER CONNECTION .................................................. 50 HEAT DUCT CROSSOVER CONNECTION ...................................... 51 ELECTRICAL CROSSOVER CONNECTION .................................... 52 CONTINUOUS ELECTRICAL GROUND CONNECTION.................................................................. 52 INSTALLATION OF SITE INSTALLED DRAIN WASTE SYSTEM.................................................................. 53 DRAIN PIPING SUPPORTS..................................:........................... 54 BOTTOM BOARD REPAIR................................................................ 55 UNFINISHED GYPSUM BOARD ....................................................... 55 MULTI WIDE EXTERIOR CLOSE UP ................................................ 55 MULTI WIDE INTERIOR CLOSE UP ................................................. 55 39 POSITIONING AND LEVELING OF THE SECTION(S) WITH THE SITE PREPARATION COMPLETE, FOOTING AND PIER TYPES SELECTED YOU CAN NOW START THE INITIAL INSTALLATION OF THE HOME. WARNING THE HOME'S STRUCTURE WEIGHS SEVERAL TONS! ADEQUATE SUPPORT BLOCKING MUST BE USED TO SAFEGUARD PERSONNEL AND THE STRUCTURE DURING ALL INSTALLATION PROCEDURES. PERSONNEL SHOULD NOT BE PERMITTED TO WORK UNDER THE HOME WHERE THEY MIGHT BE INJURED IF THE HOME ACCIDENTALLY SUPS DURING THE INSTALLATION PROCESS. DURING LEVELING CARE MUST BE TAKEN TO AVOID DISTORTING THE HOME. EXCESSIVE AND/OR NONUNIFORM JACKING DURING THE LEVELING PROCESS WILL CAUSE THE HOME TO BE RACKED AND TWISTED. THIS MAY RESULT IN DAMAGE TO THE HOME. WARNING USE JACKING PLATES WHEN JACKING THE FRAME MAIN BEAM TO AID IN PREVENTING THE HOME FROM SLIPPING OFF THE JACK. THIS PROCEDURE WILL ALSO AVOID DAMAGE TO THE BEAM AND VOIDING OF THE WARRANTY. OTHER EQUIVALENT MEANS MAY BE USED TO PREVENT THE HOME FROM SLIPPING OFF THE JACK AND TO ADEQUATELY DISTRIBUTE THE CONCENTRATED LOAD OF THE JACK HEAD TO THE FRAME MEMBERS. SEE DETAIL FOR RECOMMENDED JACKING PLATE ASSEMBLY. MAIN BEAM 1/8" JACKING PLATE MADE FROM 3/16' X 4" X 18" MIN. C -CHANNEL. (SUGGESTED SIZE: C4 X 5.4 LBS/FT) 1/4" X 1 1/2"X 18' MIN. PLATE v8" ROUND PIPE (WITH 1/8" MAX. CLEARANCE FOR JACKING HEAD) X 1"APPROXIMATE DEPTH. MAIN BEAM JACKING PLATE ASSEMBLY THIS ASSEMBLY IS NOT PROVIDED BY HOME MANUFACTURER On multi section homes remove all the plastic covering and all shipping braces from the open side of the first section. (You may elect at this time to remove all the plastic covering and braces from the other section or sections.) MOVE THE SINGLE SECTION OR THE FIRST SECTION OF THE HOME INTO ITS DESIRED FINAL POSITION. LEVELING Using the tow bar jack, raise the tow bar to a height slightly higher than the intended height of the footings and piers. Block under the tow bar with 2 x 4's, 2 x 6's or 2 x 12 footings or attach tow bar to truck/tractor to prevent the section from falling if the jack fails. (Raise higher with hydraulic jack if additional height is required.) RAISE TOW BAR WITH JACK TOW BAR ---\ SUPPORT WITH 2 X 4, 2 X 6 - BLOCKS OR 2X 12 FOOTINGS ACROSS TOW BAR FRAME OR SUPPORT WITH TRUCK/TRACTOR CONNECTED TO TOW BAR MAIN BEAM Place minimum 12 ton rated hydraulic jacks in front of and behind the axle assembly under both main beams. Make sure these jacks have jacking plates under the bottom main beam flanges and have a firm base under the jacks before raising the remainder of the section slightly higher than the intended height of the footings and piers. Operate all jacks simultaneously to prevent excessive stress on the main beams. ' NOTE In order to level the section, It Is recommended that a water level method be used to ensure all pier supports are at the same height before lowering the section to Its final supported position. SEE THE FOLLOWING PAGE FOR THE PROCEDURE ON USING A WATER LEVEL. 41 POSITIONING AND LEVELING OF THE SECTION(S) (cont'd.) PROCEDURE ON USING A WATER LEVEL 1. Position water container adjacent to the section that WIRE OR STRAP TO HOLD Preran length of plastic tubing and valve to reach all pier VALVE ABOVE WATER LINE. ocations. 2. Lay out plastic tubing, away from traffic areas, checking to make sure it is not compressed or kinked. Make sure installation materials are not placed on tubing. 3. Fill container with colored water. 4. Hold the valve below the level of the water container, open the valve to bleed out any air. Close valve. 5. Locate the tubing adjacent to a pier that is set to the desired final height of the home. Position the valve above the pier and open the valve. Move the water container up or down to where the water level in the tubing is at the desired final height of the pier. Maintain the water container at that position. Close valve. 6. Move tubing to the next pier. Locate the valve above the pier and open the valve. Set the pier height to the level of the water In the tubing. Close the valve. Repeat this step until all piers are at the same level. 7. Lower section onto piers. SLE OR MULTI -SECTION INTERIOR LEVELING Using a minimum 4 foot long spirit level, check'each' room for level and plumb as shown. OCheck level of floor from front to rear direction. OCheck level of floor across the section width. OCheck plumb of sidewall. ORaise section and adjust pier wedges in all areas not level or plumb. OAfter leveling is complete check all windows, interior and exterior doors to make sure they operate freely without binding. 42 WATER LEVEL. VALVE WATER WATER CONTAINER LINE MAIN BEAM PIER. CONCRETE BLOCK SHOWN (TYPICAL) PLASTIC TUBING WATER LEVEL APPLICATION FOLD OVER TO DOUBLE THICKNESS ON ONE SECTION ONLY. FASTEN TO MATING LINE SURFACE WITH NAILS OR STAPLES TO HOLD IN PLACE MATING LINE SURFACE SILL SEALER INSTALLATION OOn mufti -sections install strips of carpet pad or sill sealer (provided) around the ceiling (at the ceiling panel location), endwalls and floor mating line. Fasten pad or sill sealer with staples or nails to hold inplace. See detail on Page 45 for alternate methods for end walls. CAUTION SPECIAL CARE MUST BE TAKEN TO ENSURE THAT THIS MATING LINE JOINT IS TIGHT TO RESIST AIR INFILTRATION AND MINIMIZE CONDENSATION POSITIONING AND LEVELING OF THE SECTIONS (cont'd.) CONTINUE AS FOLLOWS FOR POSITIONING AND LEVELING THE NEXT SECTION FOR A MULTI -WIDE HOME NOTE BEFORE MOVING THE SECOND SECTION INTO POSITION, IT MAY BE HELPFUL TO LEVEL THE GROUND WHERE THE INSIDE WHEELS (NEXT TO THE MATING LINE) WILL REST TO HELP IN SLIDING THE SECTIONS TOGETHER. WHEN COMPLETE MOVE THE SECOND SECTION ALONG SIDE THE FIRST SECTION. 1:1;1010349111;14 1. Draw the two sections together using winches (come-alongs), rollers or skid boards. 2. With the two sections together, but with no fasteners installed, check the alignment of the end walls, interior walls, ceiling and floor. H splice locations are in the ceiling panels, they are one good indication of roof position. The splices should run straight from one section to the other when the sections are correctly positioned. 3. Position the second section to bring the floor seams flush, keeping the roof slightly apart and the end walls aligned at the floor. At this time, place piers only under the inside main beam. Fasten the floor together with lag screws per the details on page 44. 4. Close the gap in the ceiling by raising the outside main beam using three hydraulic jacks, one placed behind the axles, one in front of the axles and the third approximately haft way between the front of the axles and front tow bar. Additional jacks may be required along the sidewall to aid in closing up the ceiling gap. 5. Complete the piering under the outside main beam. Fasten the roofs together per the details on page 45. NOTE IT IS IMPORTANT TO HAVE THE CEILING PANELS FROM EACH SECTION FLUSH AT THE MATING LINE BEFORE THE ROOF IS TOTALLY FASTENED. IF THEY ARE NOT FLUSH ONE PERSON SHOULD WORK INSIDE TO RAISE THE LOW SIDE, AS REQUIRED, BY JACKING UNDER A WOOD POST OR SECTION OF STEEL PIPE WITH A WOOD OR METAL PAD AT THE TOP. PLACE THE BASE OF THE JACK ACROSS THE FLOOR MATING LINE TO DISTRIBUTE THE LOADS TO BOTH SECTIONS. JACK AGAINST THE CEILING ONLY IN AREAS TO BE COVERED LATER WITH TRIM MOLDING. SEE DETAIL. I:[oil IIy 11 PAD ON CEILING SECTION TO BE RAISED BASE OVER BOTH FLOORS AT MATING LINE ' IF ANY END WALLS ARE OUT OF ALIGNMENT DURING THE POSITIONING AND LEVELING, REVIEW THE FOLLOWING PROCEDURES. A. IF THE ROOF MUST BE MOVED FORWARD.... With the main beams evenly supported, carefully raise the outside rear corner and lower the outside front corner. The roof should move forward until the end walls become even at the top. When the walls and ceiling joints are even, raise the outside main beam evenly at the front and rear to close the ceiling gap. Fasten the roofs together. Return section to level position. B. IF THE ROOF MUST BE MOVED BACKWARD.... With the main beams evenly supported., carefully raise the outside front corner.and lower the outside rear corner. The roof should move back until the end walls become even at the top. When the walls and ceiling joints are even, raise the outside main beam evenly at the front and rear to close the ceiling gap. Fasten the roofs together. Return section to level position. IF THE HOME IS COMPRISED OF MORE THAN TWO SECTIONS, REPEAT THE PROCEDURE OUTLINED ON THIS PAGE. 43 FLOOR CONNECTIONS CARPET PAD OR SILL O�faFNG SEALER FLOOR DECKING P� THE DISTANCE OF OF MAXIMUM SPACING IN TABLE DETAIL 'A' CARPET PAD OR SILL SEALER FLOOR DECKING 2 X RIM PLATES ALONG MATING LINE METHOD 1 LAG SCREW MAXIMUM SPACING WIND MAXIMUM O.C. ZONE SPACING 1 36" II 20" III 16" 3/8" X 6" MIN. LAG SCREWS. (MAX. SPACING PER TABLE) VQVIIIIIIIII=1 Note: 1. Bottom board not shown for clarity. 2. Holes in bottom board created by lag screws must be patched with a vinyl tape designed for repairing tears or holes. METHOD 2 WHEN THE TWO SECTIONS ARE IN PLACE, ALIGNED AND LEVELED, GAPS BETWEEN FLOORS, 1 1/2" WIDE MAXIMUM, WHICH DO NOT EXTEND THE FULL LENGTH OF THE HOME MAY BE CLOSED UP WITH LUMBER OR PLYWOOD SHIMS. THE LAG SCREWS IN THE SHIMMED PORTION MAY NEED TO BE INCREASED IN LENGTH TO ENSURE THAT THEY ENGAGE BOTH THE FLOOR RIM PLATES. MATING LINE GAP FILLER 1/2 THE DISTANCE OF MAXIMUM SPACING IN TABLE CARPET PAD OR SILL SEALER FLOOR DECKING r SEE TABLE FOR MAXIMUM SPACING 2 X RIM PLATES ALONG MATING LINE `— 3/8"X 3" MIN. LAG SCREWS. (SEE TABLE FOR SPACING) Note: 1. Bottom board not shown for clarity. 2. Holes in bottom board created by lag screws must be patched with a vinyl tape designed for repairing tears or holes. METHOD 3 INTERIOR SUPPORT POST FASTENING If the home requires a tape and texture finish application, the Interior ridge beam support posts are required to be fastened together as Indicated. If the home does not require a tape and texture finish application, the manufacturer still recommends to fasten together the interior ridge beam support posts to assist in closing off gaps between mating line wallse. or gaps between support posts. #8 X 4" WOOD SCREWS AT 16" ON CENTER. EITHER FASTENING LOCATION SHOWN IS ACCEPTABLE. IF POST IS CONSTRUCTED FROM 2 X 4'S OR 2 X 6'S USE TOE -SCREW LOCATION. MATING LINE 44 P=if;60M WILLIAM C. FARISH �� p�.612946RY/ INTERIOR SUPPORT POST CONFIGURATIONS (TYPICAL) 3/8" X 6" MIN. LAG SCREWS. HEADS SHALL BE RECESSED INTO FLOOR DECKING. FILL RECESS WITH WOOD PUTTY OR WATER BASED PUTTY. MATING LINE OP F FLOOR DECKING P (PSP �d 1/2 THE DISTANCE OF MAXIMUM SPACING IN TABLE CARPET PAD OR SILL SEALER FLOOR DECKING r SEE TABLE FOR MAXIMUM SPACING 2 X RIM PLATES ALONG MATING LINE `— 3/8"X 3" MIN. LAG SCREWS. (SEE TABLE FOR SPACING) Note: 1. Bottom board not shown for clarity. 2. Holes in bottom board created by lag screws must be patched with a vinyl tape designed for repairing tears or holes. METHOD 3 INTERIOR SUPPORT POST FASTENING If the home requires a tape and texture finish application, the Interior ridge beam support posts are required to be fastened together as Indicated. If the home does not require a tape and texture finish application, the manufacturer still recommends to fasten together the interior ridge beam support posts to assist in closing off gaps between mating line wallse. or gaps between support posts. #8 X 4" WOOD SCREWS AT 16" ON CENTER. EITHER FASTENING LOCATION SHOWN IS ACCEPTABLE. IF POST IS CONSTRUCTED FROM 2 X 4'S OR 2 X 6'S USE TOE -SCREW LOCATION. MATING LINE 44 P=if;60M WILLIAM C. FARISH �� p�.612946RY/ INTERIOR SUPPORT POST CONFIGURATIONS (TYPICAL) I SHINGLE ROOF CONNECTION CAUTION A PROTECTIVE COVERING MATERIAL (PLYWOOD, POLYETHYLENE, OR SIMILAR MATERIAL) MAY HAVE BEEN INSTALLED ON TOP OF THE SHINGLE ROOF AT THE FRONT OF THE HOME AND ALONG FORWARD FACES OF ANY DORMER. THIS MATERIAL WAS INSTALLED TO PREVENT SHINGLES FROM BLOWING OFF DURING TRANSIT. HOLES RESULTING FROM ANY FASTENERS USED TO SECURE THIS MATERIAL TO THE ROOF SHALL BE SEALED WITH A SILICONE OR ASPHALT BASED SEALANT. IT IS RECOMMENDED THAT THE TOP LAYER OF SHINGLES BE LIFTED AND THE SEALANT APPLIED TO THE HOLES IN THE SECOND LAYER OF SHINGLES ALSO. 10" STRIP OF "PLY -DRY" PAPER SHALL BE INSTALLED 8'X 32 GA. MIN. GALV. OR .019" MIN. OVER LAST COURSE OF SHINGLES ALUMINUM METAL ROLL FLASHING. FASTEN WITH 1"X 1 1/4"X 16 GA. STAPLES OR ROOFING NAILS AT 6' O.C. 3/8"X 6' MIN. LAG SCREWS WITH WASHER THROUGH TOP CHORD OF BOTH RIDGE BEAMS. LAG SCREW MUST ENGAGE TOP CHORD OF BOTH RIDGE BEAMS AND WEB OF OPPOSITE RIDGE OR, BEAM (SEE DETAIL W). O��cF�0 ROOF SHEATHING AND ROOFING PAPER (TYPICAL) RIDGE BEAM TOP CHORDS OR FILLER CHORDS RIDGE � R r BEAM WEB EB DETAIL 'A' ` ETERM pwitsm ml WILLIAM C. FARISH IV k� 00012946R SEE TABLE FOR . MAX. SPACING AND DETAIL A OF THE DISTANCE OF MAXIMUM SPACING IN TABLE WHEN THE TWO SECTIONS ARE IN PLACE, . ALIGNED AND LEVELED, GAPS BETWEEN RIDGE BEAMS, 1 1/2" WIDE MAXIMUM, WHICH DO NOT EXTEND THE FULL LENGTH OF THE HOME MAY BE CLOSED UP WITH LUMBER OR PLYWOOD SHIMS. THE LAG SCREWS IN THE SHIMMED PORTION MAY NEED TO BE INCREASED IN LENGTH BY THE THICKNESS OF THE SHIM TO ENSURE THAT THEY ENGAGE BOTH TOP CHORDS OF THE RIDGE BEAMS OR FILLER CHORDS. SHINGLE RIDGE CAP FORMED FROM SHINGLES OR ROLL ROOFING FASTENED WITH 1' X 1 1/4" X 16 GA. STAPLES OR ROOFING NAILS AT APPROXIMATELY 6' O.C. BOTH SIDES. LAST ROW OF SHINGLES INSTALLED (TYPICAL EACH SECTION) LAG SCREW MAXIMUM SPACING WIND ZONE MAXIMUM O.C. SPACING 1 36" 11 20" III 1 16" RIDGE BEAM RAFTER CARPET PAD CEILING OR SILL SEALER BOARD WHEN THE TWO SECTIONS ARE IN PLACE, ALIGNED AND LEVELED, GAPS BETWEEN RIDGE BEAMS, 1 1/2' WIDE MAXIMUM, WHICH DO NOT EXTEND THE FULL LENGTH OF THE HOME MAY BE CLOSED UP WITH LUMBER OR PLYWOOD SHIMS AND FASTENED TO HOLD IN PLACE. ND WALL CONNECTION END WALL SEALING METHOD IN LIEU OF CARPET PAD OR SILL SEALER CARPET PAD OR SILL SEALER EXTERIOR SIDING O EXTERIOR SIDING I I I I I I I I I I I I I I I I I UNDERLAYMENT I li I EXTERIOR SIDING UNDERLAY ENT I I l I � BOTTOM BOARD APPLIED I I'':>E xa:' I I I I r MATERIAL OVER #8 X 4" WOOD I I (`. 24" MAX. "+•. �� �J L, I, , , SCREWS. FASTEN I `EACH SIDE OF MATING 'L JOINT WITH MIN. 1/2" ' LEG STAPLES AT 4' O.C. #8 x 4" WOOD SCREWS TOE -SCREWED AT 24" O.C. STAGGERED 45 GROUND ANCHORS The support system must also resist the lifting, sliding and overturning force resulting from side winds. A method used is to install ground anchors and tiedown straps in addition to the piers. Because of. local sheltered- conditions authorities may permit installation of the home without tiedowns. However, tiedowns as described are the minimum necessary if the home is to withstand its design wind load without dislocation. On multi section homes, sections must be fastened together and level before tiedown straps are installed. WARNING BEFORE INSTALLING A SUPPORT SYSTEM WITHOUT TIEDOWNS, BE SURE THAT SUCH A METHOD IS ADEQUATE FOR THE AREA AND IS PERMITTED BY THE APPLICABLE LOCAL JURISDICTION. BEFORE GROUND ANCHOR INSTALLATION, DETERMINE THAT THE ANCHOR LOCATIONS AROUND THE HOME WILL NOT BE CLOSE TO ANY UNDERGROUND ELECTRICAL CABLES, WATER LINES OR SEWER PIPING. FAILURE TO DETERMINE THE LOCATION OF UNDERGROUND ELECTRICAL CABLES MAY RESULT IN SERIOUS PERSONAL INJURY AND EVEN DEATH. - NOTE The type of ground anchors shown are typical. Other types of anchors may be used provided the manufacturer's installation Instructions meet the specifications as outlinedl on page 5 . GROUND ANCHOR INSTALLATION a). Should be installed below the frost line. b). Should be at least 12 inches above the water table. FINAL POSITION c). Should be installed to their full depth. OF HOME d). Stabilizer plates should be installed to provide added resistance to overturning or sliding forces. See s" MAX. Method 3. e). Refer to the manufacturer's instructions for the type soil in which the anchor is to be installed. METHOD 1 The anchor and anchor head location should be in line.with the diagonal strap that will be installed around the main beam. This location may require anchors to'be installed at the site location prior to moving the home section(s) into its final position. If this method is not appropriate, methods 2 and 3 are acceptable alternates after the section(s) is in postion, level and fastened together. METHOD 2 Anchor may be at a vertical or angle position. Pour a concrete cylinder collar around the anchor shaft approx. 10" in diamater and a minimum of 18" deep. METHOD 3 Anchor may be at a vertical or angle position. 1. Drive anchor into ground approx 18". 2. Place stabilizer plate between anchor and metal frame of home. Locate the stabilizer channel over the anchor bar as a guide. 3. Drive stabilizer into the ground, using oversize hammer, until top of stabilizer is ground level or below. 4. Continue to drive anchor until anchor head is in full contact with the top of the stabilizer plate. 46 METHOD 1 41� ' �-rrsarE�o WILLIAM C. FARISH 6' MAX. �O CONCRETE . •:'t:;: CYCLINDER COLLAR P .P USOKEA NO 42946R METHOD 2 JR ANCHOR ER PLATE METHOD r TIEDOWN (TYPICAL) FLOOR RIM PLATE _ TIEDOWN M1 �r ` TIEDOWN BRACKET ,BRACKET . • �TIEDOWN STRAP • MAY PASS THROUGH .' VERTICAL TIEDOWN 2 EITHER SLOT, IN ¢ TIEDOWN STRAP (SEE DETAIL) . O BRACKET = O t• BRACKET • U APPROVED SEAL AND U MAIN Q CRIMP(S). 800 LBS < DIAGONAL BEAM O MIN WORKING LOADS. O STRAPTIEDOWN OPEN END STRAP , � VERTICAL � PIER OF STRAP TIEDOSTRAP • EDGE OF FLOOR VARIES X IN FROM ANGLE, DIAGONAL VERTICAL l TIEDOWN TIEDOWN 1 STRAP THREADING ►' GROUND STRAP STRAP METHOD 1 DETAILS METHOD 2 ANCHOR r Thread end of vertical tiedown strap through tiedown bracket. VERTICAL With Method od 1 any slack in the looped portin of the strap shall be taken out b applying tension on the "open end" of the strap. STRAP Y P t Do noremove the slack tightening h i GROUND by over t g to nin g t e tension bolt. ANCHOR Thread strap through tension bolt and tension per details on TYPICAL STRAPS ` page 49. A INSTALLED REQUIRED ON In lieu of floor tiedown brackets some homes may have the ` BOTH SIDES OF HOME vertical tiedown strap installed at the manufacturing facility. VERTICAL TIEDOWN STRAP DETAIL ' I TIEDOWN STRAPS "* ` (TYPICAL) E r- ---- --- :. ^ I _ } ........................ _ _ SINGLE SECTION MULTI*SECTION F WIND ZONES II AND III 47 s,. SUPPLEMENTAL TIEDOWN STRAPS LOCATED ALONG EXTERIOR SIDEWALL (IF PROVIDED) WIND ZONE I ONLY SUPPLEMENTAL STRAPS MAY HAVE BEEN INSTALLED AT THE MANUFACTURING FACILITY Supplemental straps may be fastened to same ground anchor as the main beam tiedown straps if anchor is approved by the manufacturer for such installation. CAUTION SUPPLEMENTAL TIEDOWN STRAPS ARE NOT A REPLACEMENT FOR DIAGONAL MAIN BEAM TIEDOWN STRAPS. THE DIAGONAL TIEDOWN STRAPS ARE THE MINIMUM ANCHORING SYSTEM FOR THE HOME TO MEET WIND ZONE I REQUIREMENTS. EXTERIOR SIDING SUPPLEMENTAL STRAP 6" MAX IN FROM EDGE OF FLOOR GROUND ANCHOR LONGITUDINAL TIEDOWN STRAPS AT FRONT AND REAR OF THE HOME ALL SECTION WIDTHS Uj Z p §0 SECTION LENGTH TIEDOWNS AT FRONT TIEDOWNS AT REAR I WA NONE NONE LESS THAN 36' 2 2 I I 36' AND OVER NONE NONE III LESS THAN 46' 2 2 46 AND OVER NONE NONE FRONT OR REAR CROSSMEMBER. (MAY BE OTHER CONFIGURATION THAN SHOWN). MAIN BEAM MEASURE GROUND DISTANCE "A" LEVEL I GROUND ANCHOR LOCATE STRAP NO MORE THAN ONE FOOT (1'-0") FROM EITHER SIDE OF OUTSIDE MAIN BEAMS. MATING LINE FRONT OR REAR -/ MAIN BEAM CROSSMEMBER DOUBLE WIDE (TYPICAL) STRAP SPACING MAIN BEAM MAIN BEAM TIEDOWN STRAP NOTE Thread strap through buckle, around front and rear crossmember and tension strap to anchor head TIEDOWN per details on page 49. - STRAP MEASURED DISTANCE "A" MINIMUM 48 LOCATE STRAP NO MORE THAN ONE FOOT (1'-0") FROM EITHER SIDE OF MAIN BEAMS. MAIN BEAM � \- FRONT OR REAR (TYPICAL) SINGLE WIDE CROSSMEMBER STRAP SPACING TYPICAL MAIN BEAM TIEDOWN STRAP INSTALLATION INSTRUCTIONS OTHER METHODS CONNECTING STRAP TO MAIN BEAM MAY BE USED Thread sufficient length O Thread long end of strap through the O Take long end of strap to of tiedown strap through buckle then between frame and floor. 3 anchor head. buckle as shown. Wrap strap around main beam and through the buckle a second time. Oj Insert the tension bolt into theO Place the strap through the slotted O anchor head and loosely attach shank of the tension bolt and bend the hex nut. up to 900. i I OOnce tensioned to the point that counter -clockwise resistance appears, a 5/8" open end wrench should be used to hold the square neck while repositioning the 15/16" tensioning wrench which will enable continued and final tensioning. Repeat as required. OOnce fully tensioned, align the square neck of the bolt with the square recess in the anchor head and tighten the hex nut. This will draw the two together and lock the system into it's final position. With the use of a 15/16" socket or open end wrench, rotate in a clockwise manner wrapping the strap around the tension bolt. If approved by the manufacturer, double head anchors may be used for both diagonal and vertical tiedown strap tensioning. his recommended that the diagonal tiedown strap be tensioned first. Follow Steps 4 through.8 to install straps to anchor head. CAUTION DO NOT TENSION TIEDOWN STRAPS ON ONE SIDE OF HOME ONLY. IF TENSIONING IS NOT PERFORMED EQUALLY ON ALTERNATE SIDES, THE HOME MAY BE PULLED OFF ITS SUPPORTS. 49 HOT AND COLD PLUMBING CROSSOVER CONNECTIONS PROCEDURE: 1. Each access panel is labeled 'REMOVE ACCESS FOR PLUMBING'. 2. Remove access panels from each section. 3. Connect the hot and cold water pipes using the connectors installed on the ends of the pipe. The connector fittings are designed to be used without any lubricants or sealants. 4. Reposition the insulation around the pipes and replace the access panels. MATING LINE RIM PLATES ACCESS PANELS MATING LINE RIM PLATES ACCESS PANEL ACCESS PANEL FRAME FRAME CONNECTION UNDER MATING LINE RIM PLATES RUN THE PIPES THROUGH THE HOLES IN THE RIM PLATES TO THE NEXT SECTION AND CONNECT PER STEP 3. ACCESS PANELS CONNECTION THROUGH MATING LINE RIM PLATES DRAIN PIPE CROSSOVER CONNECTIONS DRAIN PIPE Q OCOUPLING PROVIDED. FASTEN TO PIPING WITH CLAMPS DRAIN PIPE OCOUPLING PROVIDED. CEMENT COUPLING TO END OF PIPES. See site installed drain piping information on page 53 . GAS CROSSOVER CONNECTION If the home has a gas crossover it is located below the floor structure on the mating line side of the home. The quick disconnect device has been pre -assembled. PROCEDURE: 0 Remove any dust caps in place. O Pullback on quick disconnect device, snap over quick disconnect adapter and release to complete crossover connection. The quick disconnect fitting is designed to be used without any lubricants or sealants. NOTE DO NOT USE TOOLS TO CONNECT OR DISCONNECT THE OUICK DISCONNECT DEVICE FLEX CONNECTOR LISTED QUICK DISCONNECT FITTING TO MATCH PIPE METAL FLEX SIZE CONNECTOR LISTED DEVICE INSTALLED TO SEAL FOR EXTERIOR USE SUPPLY SIDE QUICK DISCONNECT PIPE FROM SUPPLY ADAPTER TO MATCH CONNECTION 2 PIPE SIZE - O DIRECTION OF FLOW ---I- 50 ► 50 HEAT DUCT CROSSOVER CONNECTION - PROCEDUREc 3 O Locate duct collars that extend below the bottom board 1 material on each section. Remove shipping close-up material from collars. _ OPull vinyl covering back from duct and slide exposed \ end over duct collar and up against bottom board material. OFasten duct to collar with 3 sheetmetal screws approximately equally spaced around the collar. OAdd metal or plastic tie strap around duct and secure tightly. If metal strap is used secure with sheetmetal screw. \ O After duct is fastened to collar pull vinyl covering up over connections and flush up to the bottomboard material. OWrap the top of the vinyl cover around the collar at least 2 times with duct tape. ORepeat steps 1 thru 6 at collar on other section or sections of home. Some homes may require the connection of a metal V-box adapter or vinyl flex NOTE Y -branch at the collar under the furnace. Crossover ducts to be Insulated with material having a minimum R-4 value. V -BOX ADAPTERS DUCT --N Y -BRANCH CONNECTION TO FLEX DUCT V -BOX ADAPTER W Follow steps 1 thru 6 for connection of flex d ARRANGE DUCT UNDER FLOOR SO IT IS NOT COMPRESSED OR KINKED IN ANY LOCATION CAUTION DO NOT PERMIT DUCT TO REST ON THE. GROUND. SUPPORT OFF THE GROUND WITH TREATED WOOD, CONCRETE BLOCK MATERIAL OR OTHER ALTERNATE MATERIALS 51 DUCT SUPPORTED OFF THE GROUND BOXES LOCATED ON SAME SECTION AS MAIN PANEL BOX ELECTRICAL CROSSOVER CONNECTION NUMBER OF CROSSOVER BOXES MAY VARY MATING LINE RIM PLATE NOTE SOME HOMES MAY HAVE MORE THAN ONE CROSSOVER. CHECK ALONG MATING LINE FOR OTHER LABELED ACCESS PANELS. SINGLE 15 OR 20 AMP CIRCUIT 14-2 OR 12-2 WITH GROUND GROUNDLUG 240V APPLIANCE CIRCUIT PROCEDURE: APPROVED PLASTIC OR METAL BOX (TYPICAL) CLAMPS PER TYPE BOX USED (TYPICAL) PROCEDURE: 1. Each access panel is labeled: "REMOVE ACCESS FOR ELECTRICAL" 2. Remove access panels exposing boxes on one section and coiled wire from opposite section. 3. Remove blank covers from boxes exposing wiring with approved connectors attached. 4. Wiring on both sections have identifiable markings for correct connections of circuits. 5. Remove the wire connectors from the wiring in the boxes and connect the same identified circuits together. (Use knock outs and approved clamps to enter boxes and secure wires). Secure wiring entering the boxes within 8" of the box with Romex staple. 6. When all connections have been made replace the blank covers on all boxes, reposition floor insulation and replace the access panels. w o oonv�r� QRS DOUBLE 15 OR 20 AMP CIRCUITS 14-2 OR 12-2 WITH GROUND WIRE CODE BLK = Black WHT = White RED = Red GRD = Ground CAUTION VERIFY THAT ALL CROSSOVER CIRCUITS PROTECTED BY A GFCI DEVICE (GROUND FAULT INTERRUPTER) ARE CONNECTED TO THE PROPER CIRCUIT CONTINUATION BY IDENTIFING THE CORRECTLY MARKED CIRCUIT WIRES. CONTINUOUS ELECTRICAL GROUND CONNECTION REAR MOST OUTRIGGER OR CROSSMEMBER AT MATING LINE 1. Uncoil and take loose end of ground wire and secure to solderless lug on adjoining section or sections. 2. Make sure screw in solderless lug is tight against ground wire. 3. Locate against structure for protection 4. Repeat procedure for triple section homes. 52 MATING LINE SOLDERLESS LUG INSTALLATION INSTRUCTIONS FOR SITE INSTALLED DRAIN WASTE SYSTEMS Portions of the drain waste system which are below the floor may not have been installed at the manufacturing facility due to the possibility of damage to the system during transit. All materials =required to complete the system have been furnished by the manufacturing facility and are shipped as items in the home. The following instructions are provided for use in completing the installation of the drain waste system in the correct manner. Please review the information below before starting work to familiarize yourself with proper sequence of installation. BEFORE YOU BEGIN 1. Locate the drain waste plumbing schematic, which is a drawing page attached to the flap in the back of this manual, and review the layout. All drain piping and fittings marked with an asterisk(* ) on the schematic drawing are to be Installed. 2. Check all loose plumbing parts supplied by laying them out on the ground under the home in their correct relationship according to the drain waste schematic. All piping and fittings should be used where indicated to insure the correct flow of waste in the assembled drain system. PROCEDURE: 1O Remove shipping covers from all exposed piping or fittings that extend below the bottomboard. 1 O2 Inspect piping and fittings making sure they are clean and free of burrs. j O3 All pipe and fitting connections shall be per the cement manufacturer's instructions which is provided. y j ® Start the drain assembly at the most remote exposed piping dropout from the outlet and work towards the outlet location. 0 It is recommended that temporary blocking or support be used for the assembled drain piping as you proceed to achieve a slope towards the outlet of at least 1/4 inch per foot. i © ff a crossover connection is required use one of the methods shown on page 50. 9' O7 When all connections have been completed relocate the temporary slope blocking to no more than 4 feet apart for permanent drain piping support. See method recommended for supporting drain piping on page 54. BOTTOM BOARD OF HOME (TYPICAL) I + BOTTOM BOARD OF HOME (TYPICAL) 1 2 4 START HERE " CLEANOUT 1 OFF\O 6 1 O\P�G��O� FINISH HERE j OUTLET yi CROSSOVER } CONNECTION i, 3 EXAMPLE OF SITE INSTALLED DRAIN PLUMBING 53 (TYPICAL) DRAIN PIPING SUPPORTS O PLUMBERS TAPE, PLASTIC STRAPPING OR OTHER SUITABLE 4 MATERIAL (TYPICAL) M DRAIN PIPE WITH MINIMUM 1/4' SLOPE TOWARDS OUTLET DRAIN PIPING SUPPORTS INSIDE OF MAIN BEAM ANGLE CROSSMEMBER (TYPICAL) BOTTOM BOARD MIN 1 X 3 LUMBER OAdd minimum 1 x 3 lumber between frame angle crossmembers directly above drain piping by pushing up on the bottomboard and resting the lumber on the top or inside of the angle leg as shown. OWrap support strapping around piping and 1 x framing material. Fasten strapping to wide face of 1 x material with screws. OOther methods to provide support may be used to maintain minimum pipe slope requirements. ® Lumber material to be protected from moisture. PLUMBERS TAPE, PLASI STRAPPING OR OTHER SUITABLE MATERIAL FASTENED TO FLOOR J( THROUGH BOTTOM BOP (TYPICAL) LOOR RIM PLATE FLOOR JOIST (TYPICAL) BOTTOMBOARD IAIN PIPE WITH MINIMUM 1/4' OPE TOWARDS OUTLET 11-1 BEAM DRAIN PIPING SUPPORTS OUTSIDE OF MAIN BEAM CAUTION ELECTRICAL WIRING MAY BE SECURED TO WIDE FACE OF FLOOR JOISTS THAT ARE OUTSIDE OF THE MAIN BEAM. MAKE SURE SCREWS FASTENING STRAPPING PENETRATE BOTTOM EDGE OF JOISTS TO ELIMINATE POSSIBLE ELECTRICAL SHORTS. 54 BOTTOMBOARD REPAIR Fastened to the underside of the floor of the home is a special covering designed to protect against rodents and moisture as well as to isolate the floor cavity from outside air. This covering was inspected before the home left the manufacturing facility. It is important that any areas damaged or torn during transportation or, installation be resealed. Entry of outside air into the home's floor cavity is one of the most frequent causes of water piping freeze-up. The bottom covering of the home should be closely inspected to determine that there has not been any loosening of its attachment or tears . Openings around the perimeter of the floor covering, around pipes or pipehangers, splits or tears should be sealed with tape. Check also to ensure that plumbing p -traps are well insulated and covered. It is important that this inspection be made and any necessary repairs completed whether skirting is to be installed around the perimeter of the home or not. For bottom covering repair use vinyl tape especially designed to repair tears or holes. Pull torn edges together then cover, as necessary, with tape or apply a patch of the same material taped all four sides. UNFINISHED GYPSUM BOARD Homes shipped with unfinished gypsum board walls and/or ceilings shall be finished on site. The interior finishes shall have the following maximum flamespread ratings measured in accordance with ASTM E 84-91 a: Ceilings: ........................................................... 75 Walls: General....................................................... 200 Adjacent to cooking range .......................... 50 Adjacent to or enclosing a furnace or water heater .............................. 25 MULTI WIDE SECTIONS EXTERIOR CLOSE UP The exterior siding on the front and rear end walls and exposed mating line walls may have been shipped loose by the manufacturing facility with the home. The insulation and vapor retarder have been installed at the manufacturing facility. Exterior siding shall be installed in accordance with the manufacturer's installation instructions. When the rear wall exterior siding is site installed, the H.U.D. tag has been relocated on the sidewall at the manufacturing facility. CAUTION THE POLYETHYLENE SHEATHING COVERING EXTERIOR WALLS MUST BE COMPLETELY REMOVED PRIOR TO INSTALLING THE SIDING. FAILURE TO DO SO CAN CAUSE CONDENSATION TO BUILD UP IN THE WALLS AND DAMAGE THE HOME. If the exterior siding is installed on the front and rear walls, make sure the close up strips of exterior siding material are fastened securely and both edges of the strips are sealed with a waterproof sealant. MULTI WIDE SECTIONS INTERIOR CLOSE UP Remove all shipping blocking, strapping or bracing from appliances, windows, and doors. Install all loose items packaged or attached for shipping. Review any supplemental pages stapled to the flap in the back of manual. These pages outline special features that are not included in the manual. All interior wall paneling omitted at the manufacturing facility and shipped loose to facilitate interior close up shall be installed with a 1/4" bead of PVA adhesive on all framing members and fastened with min. 1 ".long staples or nails at 6" on center along all panel edges and at 12" on center on field framing members. For tape and texture homes, interior wall paneling shall be fastened to wall framing members with drywall screws or nails. Additional molding has been provided to finish the close up at ceilings, mating line walls, front and rear end walls and in some cases molding around passageway doors. Moldings and trim work requiring special attention has been detailed by the manufacturing facility and is provided in this manual. All moldings and trim work should be installed with fine gauge wire staples or pin nails. Attention should be made to any mitered corners and seam work to assure a tight fit. 55 SECTION 5 INSTALLATION OF OPTIONAL FEATURES PAGE INTERIOR AND EXTERIOR LIGHTS ................................................ 59 CEILINGFANS.................................................................................. 59 TELEPHONEWIRE........................................................................... 59 AWNINGS, DECKS, PATIO COVERS ORCAR PORTS.................................................................................. 60 SKIRTING.......................................................................................... 60 HEATTAPE....................................................................................... 61 WINDOWS AND DOORS.................................................................. 61 AXLES............................. :.................................................................. 61 57 58 (Blank Page) INSTALLATION OF OPTIONAL FEATURES ELECTRICAL ITEMS For protection from damage in transit some electrical fixtures may have been shipped loose for installation on site. These items may include exterior lights, chandeliers, ceiling fans and other similar fixtures. Follow the procedure for light fixture installation along with the manufacturer's instructions. Similar fixtures not shown shall be installed by the manufacturer's installation Instructions. , INTERIOR OR EXTERIOR LIGHT FIXTURE PROCEDURE - 1 . ROCEDURE:1. Remove blank cover from'junction box. + , 2. Make the wiring connections with the wire nuts provided, black to black - wire, white to white wire and ground to ground wire. , 3. Push connected wires into junction box. Add non combustible ring between fixture canopy and junction box. -(See CAUTION). - 4. Secure canopy to junction box. Install light bulb and attach globe or shade if necessary. 5. Apply sealant around top and sides of canopy on exterior light installations. 6. Follow wiring diagram for multiple light connections. WIRE FROM SWITCH WIRE FROM SWITCH WIRE NUT (TYPCIAL) WIRE NUT NON-COMBUSTIBLE . GROUND (TYPICAL) RING (IF REQUIRED) WI IITE FIXTURE �:'] �/ UONXCTION CANOPY 111 BUONX TION, BLACK GLOBE BLACK J I PIGTAIL L FOR GROUND WIRE TO GROUND OTHER CONTINUITY FIXTURES 'CONNECTION FOR SINGLE LIGHT FIXTURE CONNECTION FOR MULTIPLE (EXTERIOR LIGHT SHOWN) LIGHT FIXTURES' CAUTION a .. NON COMBUSTIBLE RING REQUIRED WHEN COMBUSTIBLE INTERIOR WALL, EXTERIOR WALL OR CEILING FINISH MATERIAL IS EXPOSED BETWEEN THE FIXTURE CANOPY AND JUNCTION BOX. HARDBOARD, CLADWOOD AND VINYL SIDING ARE CONSIDERED COMBUSTIBLE EXTERIOR SURFACES. CEILING FAN Due to the various types of ceiling fans available for on site installation, fans shipped loose with the home contain their specific manufacturer's installation instructions. These must be used to ensure proper installation and operation. A metal electrical box with cover plate and wiring has been provided for fan installation. CAUTION' t BEFORE ATTEMPTING TO INSTALL THE CEILING FAN MAKE SURE THE POWER TO THE FAN. WIRING IS OFF. , TELEPHONE WIRE Some homes have telephone wire installed at the manufacturing facility. If the home is a single wide, the wiring is accessable at one of the rear corners. If the home is a multi -wide, the wiring is accessable at the rear mating line. A label indicating TELEPHONE WIRE is located on the rear of the home indicating wire location. The connection of this wiring to the telephone system is to be done by qualified service personnel only. WARNING IF THE HOMEOWNER REQUESTS THE INSTALLATION OF TELEPHONE WIRING AND/OR TELEVISION CABLE, EXTREME CARE MUST BE TAKEN. THE WALLS AND FLOOR OF THE HOME CONTAIN ELECTRICAL WIRING, PLUMBING AND DUCT MATERIALS. AVOID THESE ITEMS WHEN DRILLING THROUGH AND PLACING WIRE OR CABLES IN. THESE CAVITIES. - ONLY QUALIFIED SERVICE PERSONNEL SHOULD BE PERMITTED TO-DO SUCH WORK. FAILURE TO FOLLOW THESE INSTRUCTIONS MAY RESULT IN SERIOUS PERSONAL INJURY AND EVEN DEATH. 59- ► r INSTALLATION OF OPTIONAL FEATURES (cont'd.) AWNINGS, DECKS, PATIO COVERS OR CARPORTS H accessories, such as awnings, decks, patio covers or carports, are to be attached to the home, observe the following procedures. 1. Use the proper awning support railing provided with the awning or railing available through your awning retailer. Choose a structure which is of a freestanding design, having columns to support the additional weight. 2. Follow the recommendations of the manufacturer and applicable building codes when installing any accessories. 3. Always use fasteners of the proper size to attach mating parts snugly, but without straining the home or damaging the home structure. Only make necessary attachments to the upper wall or roof. Be sure there is solid material behind the exterior siding where connections are to be located. 4. Use a sealant on all seams or openings resulting from accessories installed. The best way is to place weather sealing tape or sealing compound under railing joints or fasteners, during assembly, and then seal the seams. CAUTION REMEMBER THAT ACCESSORIES WHICH ARE IMPROPERLY INSTALLED MAY DAMAGE THE NEW HOME OR MAR ITS APPEARANCE AND COULD AFFECT THE WARRANTY COVERAGE. SKIRTING Skirting is a highly recommended accessory that will assist the home in withstanding below freezing temperatures. Its installation helps to prevent cold air infiltrating below the home where the heat ducts and the majority of the plumbing is located. Its addition should be considered necessary to prevent plumbing from freezing if the home is likely to be exposed to temperatures below 250f (-50c) for any prolonged period, or to temperatures below appoximately 10°f (-12°c) even briefly. The addition of a wind chill factor to the above temperatures make skirting even more vital. For planning purposes, consider that each increase of 10 mph in wind velocity may be equivalant to a drop in air temperature of approximately 201f (100c), or 2°f(1 °c) for each mph of wind increase. (The information on the home's Compliance Certificate is calculated assuming a 15 mph wind factor). The use of so-called insulated skirting is probably not required under most conditions. The greatest value of any skirting as a barrier to air movement, and non insulating skirting accomplishes this purpose as well as the insulated type. Insulated skirting may be considered if prolonged temperatures in the -201 to -301f (-300 to -350c) range are to be withstood, and then in conjunction with the introduction of auxiliary heating under the home. Consult with the retailer for further information on the desirability of installing these accessories and whether such installations are compatible with local codes. When skirting is attached to the lower sidewall or trim of the home's perimeter, it is important to make the installation so that moist air from under the home is not forced up into the wall cavities. When the exterior siding is hardboard or cladwood, the skirt trim must be sealed to the siding trim to keep water from getting between the skirt trim and the siding. CAUTION CARE SHOULD ALWAYS BE TAKEN TO ENSURE THAT ADEQUATE VENTILATION IS PROVIDED WHEN SKIRTING OR PERIMETER FOUNDATIONS ARE INSTALLED. FAILURE TO PROVIDE ADEQUATE VENTILATION MAY ALLOW MOISTURE TO BUILD UP UNDER THE HOME, AND TRANSFER THAT MOISTURE VIA DIFFUSION OR AIR MOVEMENT INTO THE HOME ITSELF. THIS MOISTURE CAN RESULT IN HIGH HUMIDITY IN THE HOME, AND ALSO IN THE FORMATION OF CONDENSATION, FROST OR ICE ON COLD SURFACES. HOMES WITH OPEN SLATTED DECKING AT RECESSED ENTRIES, OPEN PORCHES OR OPEN DECKS MUST HAVE SKIRTING OR FOUNDATION BEHIND THESE AREAS SO THAT WATER IS NOT PERMITTED TO DRAIN IN THE AREA UNDER THE HOME. THE AREA UNDER THE HOME MUST BE VENTILATED TO MINIMIZE THE ACCUMULATION OF MOISTURE. THIS VENTILATION SHALL BE PROVIDED BY OPENINGS WITH A NET AREA OF AT LEAST ONE SQUARE FOOT FOR EACH 150 SQUARE FEET OF AREA UNDER THE HOME. THE REQUIRED LOCATION OF OPENINGS SHOULD BE APPROXIMATELY EQUALLY DISTRIBUTED ALONG THE LENGTH OF THE HOME ON OPPOSITE SIDES WITH OPENINGS LOCATED CLOSE TO THE CORNERS TO PROVIDE CROSS VENTILATION. WE INSTALLATION OF OPTIONAL FEATURES (cont'd.) HEAT TAPE Heat tape is a linear electric heating element listed for use with manufactured homes and certified by UL, CSA or FMRC designed to be installed where fresh water supply inlet pipes are subjected to prolonged exposure to below -freezing temperatures. An electrical outlet is located adjacent to the water supply inlet for heat tape connection. CAUTION HEAT TAPE MUST ALWAYS BE INSTALLED IN STRICT ACCORDANCE WITH THE TAPE MANUFACTURER'S INSTALLATION INSTRUCTIONS IN ORDER TO ACHIEVE THE HIGHEST POSSIBLE SAFE HEATING EFFICIENCY. WINDOWS AND DOORS For protection from damage in transit windows and/or exterior doors may be shipped loose for installation on site. Windows or exterior doors to be installed in accordance with the manufacturer's installation instructions. AXLES It may be necessary to remove an axle or axles to connect the air distribution duct from an exterior heat and cooling appliance to the designated duct collar under the floor. 61 SECTION 6 PREPARATION OF APPLIANCES PAGE DRYER VENT INSTALLATION...................................................... 65 AIR CONDITIONING INSTALLATION ............................................ 65 FURNACE...................................................................................... 66 HEATINGOIL SYSTEM................................................................. 66 FIREPLACE, GAS OR OIL APPLIANCEFLUES...................................................................... 66 RANGE AND/OR COOK TOP OVEN .............................................. 66 RANGE VENT DUCT INSTALLATION ........................................... 66 WATERHEATER........................................................................... 66 KITCHENSINK.............................................................................. 66 BATHTUB...................................................................................... 66 SHOWERSTALL........................................................................... 66 63 64 (Blank Page) PREPARATION OF APPLIANCES Some homes may have various fixtures and appliances shipped loose, provided by others or built without certain fixtures or appliances. Review and follow the Instructions ' any apply to the home being Installed. DRYER VENT INSTALLATION If provisions for the installation of a dryer are in the home a dryer vent roughed -in opening has been provided in the utility area or room with access through the floor or exterior wall. If requested by the homeowner to install, remove the material closing off the roughed -in opening and follow these details along with the dryer manufacturer's installation instructions. INSTALL DUCT THROUGH FLOOR ACCESS INTO THE HOME. PULL RIGID OR FLEX DUCT DUCT UP INTO HOME UNTIL ELBOW WITH PER APPLIANCE SLACK IS REMOVED FROM RIGID DUCT MANUFACTURER'S UNDER THE FLOOR. .INSTALLATION CLAMP TO DRYER CLAMP TO INSTRUCTIONS CONNECTION VENT CAP EXTERIOR WALL CLAMP TO VENT CAP SEAL BOTTOM BOARD AROUND DUCT WITH VINYL TAPE. ELBOW WITH RIGID DUCT SUPPORT DUCT TO FLOOR JOIST WITH METAL STRAP OR PLUMBERS TAPE TO KEEP DUCT OFF THE GROUND AND WOOD FRAME FROM EXCESSIVE SAGGING. SECURED TO BOTTOM OF RIM PLATE OR RIGID OR FLEX DUCT PER APPLIANCE INSTALL THROUGH MANUFACTURER'S INSTALLATION SKIRTING INSTRUCTIONS DRYER VENT CAP VENT BELOW FLOOR SECURE VENT CAP TO FRAMING OR SKIRTING WITH SHEETMETAL CAUTION r4-AFWS DRYER VENT CAP SECURE WITH SHEETMETAL SCREWS INTO SIDING CLAMP TO DRYER CONNECTION VENT THROUGH EXTERIOR WALL UNDER FLOOR DRYER DUCT MUST BE CONTINUOUS AND TERMINATE OUTSIDE THE PERIMETER OF THE HOME, OUTSIDE OF ANY SKIRTING OR FOUNDATION INSTALLED AROUND THE HOME. AIR CONDITIONING INSTALLATION Air conditioning may be installed on homes that are designated "suitable for air conditioning" on the home Compliance Certificate. Information to assist in calculating the size air conditioner needed is included on the certificate. The air conditioning evaporator may be installed either inside the furnace cabinet on homes with furnaces listed for the modification, or exterior to the home and ducted into,the home air supply duct system. In either case, a heat/cooling thermostat must be installed to control both heat and cooling with a single device. When a cooling or heat pump coil and/or air conditioning blower are installed on a furnace, they shall be listed for installation on the specific model of furnace already in the home. When the air conditioning evaporator is installed exterior to the home, return air grill(s) must be installed in the floor in a central area of the home that receives the return air from the separate rooms and ducted back to the evaporator. CAUTION DO NOT CUT ANY FLOOR FRAMING WHEN INSTALLING RETURN AIR GRILL(S). Supply air duct connections from the exterior evaporator to the home air supply duct system must be made at a central location on each duct in each section of the home. Federal regulations require that automatic damper(s) be installed to prevent the discharge air from the exterior air conditioning evaporator from passing back through the furnace, and that automatic damper(s) be installed to prevent the discharge air from the furnace from passing backwards through the exterior air conditioning evaporator duct(s). Install required electrical connections in accordance with the air conditioner manufacturer's installation instructions and local codes. 65 PREPARATION OF APPLIANCES FURNACE (CO nt'd. This home may have been built without a furnace. The remote heat/cooling appliance and the thermostat to be supplied and installed per the manufacturer's installation instructions. The manufacturing facility has installed the thermostat wiring or provided a raceway for the thermostat wiring at the location for the thermostat. CAUTION' FLEETWOOD ENTERPRISES INC. AND ITS SUBSIDIARIES WILL NOT BE HELD RESPONSIBLE FOR THE EFFICIENCY OF THE SYSTEM CONNECTED TO THE IN -FLOOR DUCT SYSTEM, NOR ANY DAMAGE INCURRED TO THE HOME BY THIS INSTALLATION. HEATING OIL SYSTEM Homes equipped with oil burning furnaces must have their oil supply tank and piping installed on site. These items are not provided by the manufacturer. Review the oil furnace manufacturer's installation instructions for proper piping sizes and installation procedures. . CAUTION ALL OIL STORAGE TANK AND PIPING INSTALLATIONS MUST MEET ALL APPLICABLE LOCAL CODES AND REGULATIONS AND SHOULD BE MADE ONLY BY EXPERIENCED QUALIFIED SERVICE PERSONNEL. FIREPLACE, GAS OR OIL APPLIANCE FLUES If any accessory gas or oil appliance flue assembly has been partially installed at the manufacturing facility, the assembly and installation must be completed in accordance with the manufacturer's installation instructions provided with the appliance. RANGE AND/OR COOK TOP OVEN If a range and/or cook top and oven is not supplied by the manufacturing facility, the following should be observed: a). Install the appliance to provide the required clearances per Federal Standards which may be more restrictive than appliance manufacturer's normal installation instructions. b). Do not install an appliance which requires a heavier connected energy capacity than the home's system provides (see capacity label on appliance). C). Follow appliance manufacturer's installation instructions except as outlined in a) above. RANGE VENT DUCT INSTALLATION This home may be equipped with a ducted "no hood" ventilation system for the kitchen range. The duct is below the floor and must terminate outside the perimeter of the home. Install the duct and surface wall cap, which are provided, in accordance with the range manufacturer's installation instructions. WATER HEATER PENINSULA OR ISLAND RANGE Install elbow, horizontal duct and wall ca . Support horizontal duct from floor with metal straps as required. 1. This home may have been built with the water heater shipped loose or supplied by others for site Installation in a remote location, such as a site built utility room. 2. Receptacle for heat tape is located underneath the home adjacent to the water supply inlet. 3. Water heater shall be installed per the manufacturer's installation instructions and/or local codes. A listed water heater shall be installed. KITCHEN SINK This home may have been built without a kitchen sink, which will be installed on site. The water and drain plumbing connections and sink are to be installed and completed in accordance with the kitchen sink manufacturer's installation instructions and/or local codes. A listed kitchen sink shall be installed. BATH TUB This home may have been built without a finished bath tub, which will be installed on site. The water and drain plumbing connections are to be installed and completed in accordance with the bath tub manufacturer's Installation instructions and/or local codes. A listed bath tub shall be installed. SHOWER STALL This home may have been built without a finished shower stall, which will be installed on site. The compartment walls, shower pan, shower door and plumbing are to be installed and completed in accordance with the shower stall manufacturer's installation instructions and/or local codes. A listed shower stall shall be installed. SECTION 7 UTILITY SERVICE CONNECTIONS AND TESTING PAGE ELECTRICAL FEEDER CONNECTION ........................................... 69 GROUNDING CONDUCTOR INSTALLATION ................................. 69 WATER SYSTEM CONNECTION.................................................... 70 UTILITY SERVICE TEST PROCEDURES ....................................... 70 GASSYSTEM TEST........................................:................................ 70 WATER SYSTEM TEST,....: ........... ELECTRICAL SYSTEM TEST.......................................................... 71 DRAINSYSTEM TEST ......................................... ....................... 71 67 UTILITY SERVICE CONNECTIONS ELECTRICAL FEEDER CONNECTION MAIN PANEL BOX WARNING N Main This panel box is wired with the grounding system T insulated from the neutral system. The grounding A bus in this panel shall be connected through a L properly sized green -colored insulated conductor to a the service -entrance equipment (meter base) located R on or adjacent to the home. Do not use a 3 wire feeder system that does not connect to the ground bar. It is illegal and unsafe. Use a 4 wire feeder system to connect this' panel to the service entrance equipment WHITE NEUTRAL (meter base). TO SERVICE" BLACK - POWER ENTRANCE BLACK SEE TABLE BELOW FOR WIRE SIZES (METER BASE) OR RED - POWER GREEN -GROUND All conductors with outer sheathing labeled THHN nylon jacket or equivalent unless otherwise noted. GROUND TO METAL FRAME GROUNDING CONDUCTOR INSTALLATION ACCESS FOR NOTE METER IF THE HOME HAS A METER BASE INSTALLED AT THE MANUFACTURING FACILITY A GROUND WIRE AND GROUND ELECTRODE MUSE BE INSTALLED. REVIEW THIS B ® 'DETAIL FOR PROPER INSTALLATION INFORMATION. GROUND GROUND_�-y 1 BAR PULL BOX LUG 1, 1 . SERVICE ENTRANCE EMT OR CONDUIT FOR UTILITY CONNECTIONS GROUND L #6 MIN BARE COPPER GROUNDING WIRE PROVIDED BY MANUFACTURER. IF MANUFACTURER PROVIDES A MINIMUM 1/2 INCH EMT OR CONDUIT RACEWAY THE #6 MINIMUM BARE COPPER WIRE IS PROVIDED BY THE RETAILER FOR INSTALLATION. CLAMP SUITABLE FOR DIRECT BURIAL. LOCATE FLUSH WITH OR BELOW GROUND LEVEL 5/8" DIAMETER x 8'-0' LONG IRON ELECTRODE. ELECTRODE SHALL BE DRIVEN TO A DEPTH OF NOT LESS THAN 8 FEET SO THAT AT LEAST 8 FEET OF THE ELECTRODE IS IN CONTACT WITH THE SOIL. WHEN ROCK BOTTOM IS ENCOUNTERED, THE ELECTRODE CAN BE DRIVEN NOT TO EXCEED 45 DEGREES FROM VERTICAL OR BURIED IN A TRENCH THAT IS AT LEAST 21/2 FEET DEEP. * NOT PROVIDED BY HOME MANUFACTURER Lq ELECTRICAL FEEDER AND EQUIPMENT SIZES MAIN BREAKER MIN. SIZE RACEWAY FEEDER CONDUCTORS MAX CONDUIT DIAMETER (IN.) COPPER CONDUCTOR / SIZES 4 ALUMINUM CONDUCTOR / SIZES SIZE IN PANEL BOX (AMPS) WITH WITH COPPER ALUMINUM CONDUCTORS CONDUCTORS RED 8 BLACK (POWER) WHITE (NEUTRAL) GREEN (GROUNDING) RED 8 BLACK WHITE (POWER) (NEUTRAL) GREEN (GROUNDING) CALCULATED NEUTRAL FEEDER LOAD (AMPS) 30 1 1 #10 #10 #8 #10 #10 #6 30 50 1 1 #6 #6 #8 #6 #6 #8 50 100 1 1/4 1 1/2 #2 OR #3 #2 OR #3 #8 #1 #1 #6 100 125 1 1/2 2 #1 OR #1/0 #2 #6 #2/0 #1/0 #4 115 150 11/2 2 #1/0 OR #2/0 #2 #6 #3/0 #1/0 #4 115 200 2 2 #3/0 #2 #6 #250 MCM #1/0 #4 115 GROUNDING CONDUCTOR INSTALLATION ACCESS FOR NOTE METER IF THE HOME HAS A METER BASE INSTALLED AT THE MANUFACTURING FACILITY A GROUND WIRE AND GROUND ELECTRODE MUSE BE INSTALLED. REVIEW THIS B ® 'DETAIL FOR PROPER INSTALLATION INFORMATION. GROUND GROUND_�-y 1 BAR PULL BOX LUG 1, 1 . SERVICE ENTRANCE EMT OR CONDUIT FOR UTILITY CONNECTIONS GROUND L #6 MIN BARE COPPER GROUNDING WIRE PROVIDED BY MANUFACTURER. IF MANUFACTURER PROVIDES A MINIMUM 1/2 INCH EMT OR CONDUIT RACEWAY THE #6 MINIMUM BARE COPPER WIRE IS PROVIDED BY THE RETAILER FOR INSTALLATION. CLAMP SUITABLE FOR DIRECT BURIAL. LOCATE FLUSH WITH OR BELOW GROUND LEVEL 5/8" DIAMETER x 8'-0' LONG IRON ELECTRODE. ELECTRODE SHALL BE DRIVEN TO A DEPTH OF NOT LESS THAN 8 FEET SO THAT AT LEAST 8 FEET OF THE ELECTRODE IS IN CONTACT WITH THE SOIL. WHEN ROCK BOTTOM IS ENCOUNTERED, THE ELECTRODE CAN BE DRIVEN NOT TO EXCEED 45 DEGREES FROM VERTICAL OR BURIED IN A TRENCH THAT IS AT LEAST 21/2 FEET DEEP. * NOT PROVIDED BY HOME MANUFACTURER Lq WATER SYSTEM CONNECTION The hot and cold water system is designed for a maximum inlet water pressure of 80 pounds per square inch (psi). If the local water supply pressure to which the home is being connected exceeds 80 pounds per square inch (psi), a pressure reducing valve must be installed to limit the supply pressure. A master cold water shutoff full flow valve shall be installed in the water supply line adjacent to the home. UTILITY SERVICE TEST PROCEDURES SYSTEMS TEST All utility systems are given a quality assurance test at the manufacturing facility. To ensure that no damage occurred in transit and that the final connections are proper, specific on site tests of the utility service connections should be made after installation of the home. CAUTION ALL UTILITY CONNECTIONS MUST BE MADE BY QUALIFIED SERVICE PERSONNEL WHO ARE FAMILIAR WITH LOCAL REGULATIONS. GAS SYSTEM TEST PROCEDURES The gas piping supply system is designed for a pressure not exceeding 14 inch water column (1/2 psi) and not less than 7 inch water column (1/4 psi). WARNING GAS APPLIANCES IN THIS HOME ARE EQUIPPED FOR NATURAL GAS. IF THE GAS SUPPLY IS LIQUIFIED PETROLEUM GAS (LPG), IT IS NECESSARY THAT THE APPLIANCE BE CONVERTED TO LPG IN ACCORDANCE WITH INSTRUCTIONS PROVIDED BY THE MANUFACTURER OF EACH APPLIANCE. APPLIANCE ORIFICES: SPECIAL ORIFICES AND REGULATORS ARE REQUIRED FOR EACH TYPE OF GAS AT ALTITUDES ABOVE 3000 FEET. SEE THE MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR ANY MODICATIONS PER THE GAS TYPE USED BY THE APPLIANCE. DO NOT LIGHT APPLIANCE PILOT LIGHT(S) UNTIL EACH APPLIANCE HAS BEEN CHECKED MAKING SURE ROOF JACK (VENT) IF APPLICABLE HAS BEEN INSTALLED, AND ALL GAS UTILITY CONNECTIONS HAVE BEEN MADE AND TESTED. 1. To check the gas system for leaks, first close all appliance controls and all appliance pilot light valves (see appliance instructions included in the home or posted on the appliance). 2. Open the gas shutoff valve on the supply line to each appliance. 3. Attach an ounce gauge on the main gas inlet to the home. 4. Carefully pressurize the system to not more than 8 ounces of pressure. CAUTION DO NOT PRESSURIZE THE GAS LINE IN EXCESS OF 8 OUNCES MAXIMUM TO AVOID POSSIBLE DAMAGE TO GAS VALVES AND REGULATORS. 5. Apply an ammonia -free soapy water or bubble solution to the joints at both ends of the appliance connector. If bubbles are formed, tighten connector until bubbles cease to form. CAUTION DO NOT BUBBLE CHECK COPPER OR BRASS FITTINGS WITH SOLUTIONS CONTAINING AMMONIA. After completion of test, connect home gas inlet to gas supply line using a listed gas connector of the capacity indicated on the label by the gas inlet. Check the inlet connection for leaks per step 5 above. WATER SYSTEM TEST PROCEDURES The water system test is made after any water crossovers are connected by attaching an air pump, valve and gauge to the home water inlet and pressurizing the water lines to 100 pounds per square inch (psi). Verify that the pressure remains for a period of 15 minutes without loss. WARNING IT IS NOT SAFE TO FILL THE WATER HEATER TANK WITH HIGH PRESSURE AIR ONLY. DISCONNECT WATER HEATER FROM WATER SYSTEM BY CONNECTING THE HOT AND COLD WATER LINES TOGETHER, OR FILL WATER HEATER TANK WITH WATER BEFORE PRESSURIZING THE WATER LINES WITH AIR. THIS PROCEDURE WILL PROTECT THE APPLIANCE FROM DAMAGE AND PROTECT THOSE INVOLVED IN THE TEST FROM POSSIBLE INJURY. 70 ELECTRICAL SYSTEM TEST PROCEDURES 1. Perform the following test after installation and electrical connections to the'home are complete. The grounding continuity test is to be performed before turning on electrical power to the home and the polarity and operation tests are to be performed after the electrical power is turned on. 2. Perform the following procedure checks for grounding continuity, polarity, and operation of the electrical system. A. Before turning "ON" the main circuit breaker, proceed as follows: (1) Connect one clip of a flashlight continuity tester to a convenient ground and touch the other clip to each light fixture canopy. The continuity light should come on if each fixture is properly grounded. (2) Using the continuity tester, check every direct -connected appliance or fan. The tester must be hooked to a convenient ground and to the metal frame of the appliance. (3) Using the continuity tester, check the continuity between the chassis frame and a. Metal gas piping. b. Metal water piping. c. Metal raceway below main electrical panel box. d. Between one riser of heat duct and convenient ground. (4) Any loss of grounding continuity found in (1), (2), or (3) above will require investigation and correction. NOTE CONTINUITY TO GROUND IS NOT REQUIRED ON METAL INLET OF PLASTIC PIPED WATER SYSTEM. WHEN PLUMBING FIXTURES SUCH AS METALLIC SINKS, TUBS, FAUCETS AND SHOWER RISERS ARE CONNECTED ONLY TO PLASTIC WATER PIPING AND PLASTIC DRAIN PIPING, CONTINUITY TO GROUND IS NOT REQUIRED. B. Turn "ON" the main circuit breaker and each individual circuit breaker. CAUTION A LABEL HAS BEEN PLACED ON OR OVER THE ELECTRICAL WATER HEATER BREAKER IN THE MAIN PANEL BOX. MAKE SURE THE WATER HEATER TANK IS FILLED WITH WATER BEFORE TURNING THE BREAKER TO THE "ON" POSITION. FAILURE TO DO SO WILL CAUSE THE WATER HEATING ELEMENT TO OVERHEAT AND FAIL. THIS ITEM IS NOT COVERED BY THE HOME WARRENTY. Proceed as follows: (1) Plug an AC receptacle wiring tester into each receptacle in the home to check for reversed polarity, . open grounds and shorts. (2) Any reverse polarity, open grounds or shorts found will require investigation and repair. (3) Install light bulbs and fluorescent tubes Knot already installed. Make sure each light fixture is operable by turning the appropriate switch to "ON" position. (4) Shut off all light switches in the home and perform test on smoke detector(s) in accordance with the manufacturer's instructions. (5) Repair or replace any defective items. DRAIN SYSTEM TEST PROCEDURES The completed drain waste system should be subjected to a flood level test as follows: 1. The home shall be in a level position, all fixtures shall be connected, and the plug or cap installed at the outlet. The entire system shall be filled with water to the rim of the water closet (toilet). (Tub and shower drains shall be plugged.) 2. After all trapped air has been released, the test shall be maintained for not less than 15 minutes without evidence of leaks. If any leaks are found, repair them and re -test. If no leaks are noted after 15 minutes, unplug the system at the outlet and drain the water from the system. 3. The waste piping above the level of the water closet (toilet) shall then be tested and show no indication of leakage when the high fixtures are filled with water and emptied to obtain the maximum possible flow in the drain piping. . 71 SECTION 8 FINAL INSPECTION PAGE FINAL INSPECTION CHECKLIST .................................................... 75 WINDOW PROTECTION PROTECTION OF WINDOWS AND SLIDING GLASS DOORS - WIND ZONES II AND III....................................................................76 73 FINAL INSPECTION CHECKLIST After the home installation is complete, check the following to assure areas or items have not been overlooked. 1. BOTTOMBOARD ❑ Check that there are no gaps, voids or missing fasteners.- Make sure Inspect for any torn areas, especially around bottomboard penetrations. seams are sealed. Patch torn areas with vinyl tape. 2. FOOTING AND PIERS ❑ Check that footing pads are of the correct size and piers are located at ❑ proper spacings. Check that blocks and wedges are tight. 3. ANCHORS AND STRAPS ❑ Make sure all windows, interior and exterior doors and cabinet drawers Check anchor spacing and make sure all tiedown straps are tensioned. 4. CROSSOVER CONNECTIONS ❑ Make sure the electrical, water plumbing, drain plumbing, gas piping Inspect all interior finish details, such as molding, paneling and carpet. connections are complete. Check connection of duct crossover to duct collars. 5. APPLIANCE ROOF FLUES AND FIREPLACE CHIMNEY Check to see that all roof flue penetration flashings are properly installed and sealed. 6. SHINGLE ROOF ❑ Inspect shingles to insure they are correctly fastened to roof sheathing. Check roof cap for proper installation. Make sure none are loose and that all holes in shingles are sealed. 7. EXTERIOR SIDING AND TRIM Check that there are no gaps, voids or missing fasteners.- Make sure seams are sealed. 8. WATER AND DRAIN SYSTEMS ❑ If water to the home is available check all faucets for operation and check each fixture P -trap for any leaks. 9. WINDOWS, DOORS AND DRAWERS Make sure all windows, interior and exterior doors and cabinet drawers operate correctly. 10. INTERIOR DETAILS ❑ Inspect all interior finish details, such as molding, paneling and carpet. 11. ENTRY ACCESS ❑ Temporary access installed at entry door. 12. CLEANUP ❑ Make sure the interior and exterior of the home has been cleaned from installation materials and debris. 1 75 PROTECTION OF WINDOWS AND SLIDING GLASS DOORS This home has not been equipped with storm shutters or other protective coverings for windows and exterior door.openings. For homes designed to be located in Wind Zones II and III, which have not been provided with shutters or equivalent covering devices, it is strongly recommended that the home be made ready to be equipped with these devices in accordance with the methods recommended below. WIND ZONE II ONLY For wind storm protection, all exterior windows and sliding glass doors should be protected as shown in these details. Protected areas are to be covered with structural sheathing. The thickness and span ratings are shown in the table. The structural sheathing shall be labeled "APA Rated Sheathing Exterior" or equivalent. The sheathing shall be placed over the opening with the face grain running horizontal (i.e., the long side of the panel shall be level with the ground). Where any portion of any window or sliding glass door is within 3 feet from a corner of the home, the opening should be covered with two layers of sheathing, each of which meets the requirements from the table. The first la er is fastened as shown, and the second layer shall be fastened using a minimum 40d nails (0.131"diam. x 5" long) at 3" on center spacing. After the storm, remove and store the sheathing for possible reuse. Caulk any exposed nail holes In the home siding to prevent moisture and water penetrating into the exterior wall. STRUCTURAL SHEATHING TO PROTECT WINDOWS IN WIND ZONE II WIDTH OF WINDOW SHEATHING REQUIREMENTS UP TO 36" THICKNESS SPAN RATING 15/32' MIN. 32/16 37" TO 46" 23/32' MIN 48/24 47-TO72" 11/8"MIN 48"O.C. OPENING WALL FRAMING GLASS STRUCTURAL SHEATHING SECTION A -A r— WIDTH OF WINDOW 4TIVE I A FACE GRAIN DIRECTION" MAX. 1' MIN. FROM EDGE OF SHEATHING FACE GRAIN DIRECTION 4 - (TYPICAL) WIND ZONE II AND WIND ZONE III OPENING WALL GLASS FRAMING Ki - 2 X 6 LUMBER SECTION B -B 1 - #8 X 4' LONG WOOD SCREW INTO THE END OF EACH 2 X 6 OR� 3 - 20d NAILS (0.131" X 4- LONG) INTO THE END OF EACH 2 X 6. IT IS RECOMMENDED THAT DOUBLE HEADED NAILS BE USED TO FASTEN LUMBER TO MAKE IT EASIER TO REMOVE AFTER THE STORM. 8 After the storm, remove and store the lumber for possible reuse. Caulk any exposed nail holes in the home siding to prevent moisture and water penetrating into the exterior wall. 76 20d NAILS (0.131" X 4" LONG) IT IS RECOMMENDED THAT DOUBLE HEADED NAILS BE USED TO FASTEN PLYWOOD TO MAKE IT EASIER TO REMOVE AFTER THE STORM. 2 X 6 LUMBER #2 GRADE OR BETTER (TYPICAL) ---------------------1 '-------- -------- lel I II II.I I•I I I � �'.I rr I, I I I I DECORATIVE B TRIM I I II II.I I•I I ,I I I I:I I.I I•LL: — —— ————— —— —— — — — — — — — :I --------------------- SOLID FRAMING OVER GLAZING DE TRIM 4TIVE I A FACE GRAIN DIRECTION" MAX. 1' MIN. FROM EDGE OF SHEATHING FACE GRAIN DIRECTION 4 - (TYPICAL) WIND ZONE II AND WIND ZONE III OPENING WALL GLASS FRAMING Ki - 2 X 6 LUMBER SECTION B -B 1 - #8 X 4' LONG WOOD SCREW INTO THE END OF EACH 2 X 6 OR� 3 - 20d NAILS (0.131" X 4- LONG) INTO THE END OF EACH 2 X 6. IT IS RECOMMENDED THAT DOUBLE HEADED NAILS BE USED TO FASTEN LUMBER TO MAKE IT EASIER TO REMOVE AFTER THE STORM. 8 After the storm, remove and store the lumber for possible reuse. Caulk any exposed nail holes in the home siding to prevent moisture and water penetrating into the exterior wall. 76 20d NAILS (0.131" X 4" LONG) IT IS RECOMMENDED THAT DOUBLE HEADED NAILS BE USED TO FASTEN PLYWOOD TO MAKE IT EASIER TO REMOVE AFTER THE STORM. 2 X 6 LUMBER #2 GRADE OR BETTER (TYPICAL) ---------------------1 '-------- -------- lel I II II.I I•I I I � �'.I rr I, I I I I DECORATIVE B TRIM I I II II.I I•I I ,I I I I:I I.I I•LL: — —— ————— —— —— — — — — — — — :I --------------------- SOLID FRAMING OVER GLAZING CDF FIRE SAFE REQUIREMENTS 7� AP#( PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. [ 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 J-�j 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other app-arteaant 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. Y1273.03 Grade. Not to exceed 16 percent unless paved. ll 1273.04 Driveway Radius ] 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. [�] 2. The length of vertical curves in roadways exclusive I 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 I 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 feet along its entire length. Page 1 of - 3- AP # PERMIT # NAME [�] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more t: an 400 feet apart. [� 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates [�Q 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 and larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from ul] property lines and/or the center of the road. [ ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. [�] 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction )r fi:ial inspection of a building permit. Page 2 of 3 2 7-;,J =/ -7 6? 7-v ZS AP # PERMIT # Other Requirements [ ] If Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves c� L Lgo / r I -D N E [ ] f Building Setback is Less Than 15 Feet Choose any 3 of the following: - Metal or no doors on side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed 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 3 Signature Date Page 3 of 3 11 583 1, � - T ,ItCfG ALL STRUIC-1 uri'ES OVERHANGC SW,,"I OF AND A Sj=L .ate T EA 1,,. C, K 0r F!". 31D t 1F1 "D F-'QUitPPA2tqV Ll ;-,�l r -On A c c C, Data OC) 4Z M FCQ'M- - -------- - I-] F, 9 6 C" -A C- r� E 4-k 5T. 0(2-oO%� . C -N I S-9 (-s- Sl - *-350 - 176:� 4 NI IV D-\ lie rk aac) `(U%P, CIA 135993 75l - 9 (o G I (-K- j ) 21-I Is83 ' T 1-189 C-O\Y, L� ri E 4l�a- '5T. NI ex. �A' (ODS 041 m County ,,,,,ental Healfl� a.(n e Date Signature 2o�IA "I) A-kOvv-lE-lUTTE COUNTY `f v -kb a C r WT 10 1 _ t UTILITY ' BATH HWR. Z u rig MASTER BEDROOM 12'-10" X 12'-6" i L LIVING 900M INTEGRATED DORMER �L r � MODEL 56046 .:-,W BEDROOMS, 2 BATHS APPROX. 1,540 SO. FT. G. CL05ET Orr. DECOR FIREILI GLASS DEN 15'-0" X 12'-6" DECOR GLASS BEDROOM 0 10'-1"X 10'4" ZIN Yu5a CI4Y, 0A f:3I,s1 (915; 731-9C04 "�'BR'�I►'i' BEDROOM 10'-5"X 10'-4" BY FLEETWC OD. - _ I CHIP I I I I W/GLASS 1 INSERTS ON I 1 I� IINING RM SIIE LIEN ; ;+ DINING �+ ... ! AREA i L LIVING 900M INTEGRATED DORMER �L r � MODEL 56046 .:-,W BEDROOMS, 2 BATHS APPROX. 1,540 SO. FT. G. CL05ET Orr. DECOR FIREILI GLASS DEN 15'-0" X 12'-6" DECOR GLASS BEDROOM 0 10'-1"X 10'4" ZIN Yu5a CI4Y, 0A f:3I,s1 (915; 731-9C04 "�'BR'�I►'i' BEDROOM 10'-5"X 10'-4" BY FLEETWC OD. IV I T rr,►iE >rscerT.J lo -o I I.,, >s t1NDmloeas�Lax ;6`a►` I 4 R L S!T O• ! 2 2 2 ` C) I f, dND ac tax'w� I I FIRLfLAL6 FXT11 KITLHEN I }� BEDROOM Eli O' r� a� ' I .�1111Jti ARE► ��5.� sI. F�• - — S D P2. �f 110pL V12 4 WONVr7l Vii; ,. -� YxL pMI.L.. Sxfr `_ _ (�Z'� PER ubm 5 �a sM[t NAIL _ _ _ sw , it ae " A lir S a� — -� Orr '' \ 1� a bEDRDDHI lJV1U(.7 Mmom` E� - �E O� Dort -rl� �M ney► an SA 174*5 ILLS SG• R 2v1.a }4.I"f. \ 1) 1/iM S.Q. IT. 11.1.E iG. iT. 7 7 7 • 4ruue T Gcs..r n .uuu aw Mu– INa.L E4hl3S I O 13 , PM ,1f' MAR. ►.Ess t I_ 20-0 las/: s -sit 10'_11' s ".� � � a f A a it ^M e� � 't.l-iC% !»� ssa 2; Z•fix a ]� (: =-f" 4Avl I" aGrt" aLIY4 (0' tt r t C:) "r 1 t h anexam t� +V�•llj��/['�a�.i 1.) ,�iSi7 I'MERAL ►IANUFACNRED HOUSING CONSI RUCsION Z SAFESIANOADSWrr �I Z° 540 3 A 11-• S �fwJIriR""Ww".. T � T—� SM ,A a. lirM!S. B TAT Q SEP 2 9 1995p ,7r S IMi C wINDOw/DOOR SCHEDULE G L 30 `E"' - Y ]tea a a . • bw&=& s r icm. w f MR.," "`a[Splw/gx r.. wya�[ -;w atKlv[Iv) M ata[ aaSex.rli!! aut •["+ LEGEND: a. •••ilinWILMOxPYWGLFLEIErw000 *!� WOOD ND—il ,1 ' - f . GLJDtT� 12.5 1.2 A jL r 60 • fy�W,C — — Q SEE ELECT C. Sm[3 t swnD. o RIAt♦ u" aRRL[ane FLQOR SHT PLAY hq,Z1 i u'LItf N . b ,.2 s2 bL..N _ — . 1a T► uax*a,STI!"[ ; A.Su-LT t TAT CE,txq xcautT[,1 � [r"wrtatau su! Q S.IE.xxMtt S-wtLD © RM of." n1usSEMa,Ex .aG K,t.a a. aRll[ M iZ-11><r.G•O" 0 OF 12 IDrLOC 1 p 2.J — N. SUDFJti 111 a: O ao Suwai)Ei(] SU1.!✓R-�$� t1Ev SAFET A Tl.'. r tlu Ay- k oc-. El El El— 3' C3 Z,4'-2- -,(K 12! s; El El 253 loo° 0. C3 :5kkVZT Fe)K- l)0rAcL:(,5 kve--?,vvj__o cjp��-o 1-169 Cox A,p.iso - r7 RECEIVED FEB 2 4 1997 BUTTE COUNTY BUILDING DIVISION alul—, Ez OcIlill".1-1-y 1, r"ENT, AJPP;O`TED x?- lea CL I's fl V C co ->v U. a ID 2. i11 J sc c 0 E Cc AV kve--?,vvj__o cjp��-o 1-169 Cox A,p.iso - r7 RECEIVED FEB 2 4 1997 BUTTE COUNTY BUILDING DIVISION alul—, Ez OcIlill".1-1-y 1, r"ENT, AJPP;O`TED x?- `a r 11 11-q �i is. -l0 at"I �M 11 I • ��� ... � � _.;29'4: ��,•4 ,���+4t?+'� �r�* ����' � ���rt�'s+r µYM � f+" � � I i 1 i pl, ?" ���! i j•.y � S �•/ f 1'1 ♦ i iv flli��i� PPVEP /Gd 7L.'�E/✓.4/<. � oR dg, TABLE MCT/N� LrNE INTRODUCTION RIDGE BEAM PIER FOOTING SIZE COLUMN NUMBER ALLOWABLE SOIL SEARING PRESSURE 1000 PSF 1 1500 PSF 2000 PSF 2 THESE DRAWINGS SHOW FOUNDATION DETAILS WHICH ARE APPLICABLE TO HOMES PRODUC7D BY 16"x 15" 12'x 15" SUBSIDIMU S OF F1EET`W0CD RM"RISFS, INC. THE FOUNDATION PLAN SHOWN IS MMtAL 24" x 22" 16"x 22" 2X G X ~,BG oC K v l/T. I AND IS TO BE ADJUSTED TO MEET THE SPECIFIC HOME BEING INSTALLED. THE FLOOR PLAN ♦ 16"x 29" Fo/Z 7-1*,.17* F%T FOR THE HOME IS INCLUDED IN THE TECHNICAL INSTALLATION MANUAL PROVIDED WITH EACH ey y 24" x 24" 16"x 27" HOME. THE MANUAL, FLOOR PLAN AND THESE DETAILS MIST BE USED TOGETHER TO ESTABLISH � 24"x 29" � � O F G sQ, 0/Z / - 6 X /4 r DIMENSIONS AND LOADS FOR THE FOUNDATION. WHERE THE WORD "MAX." IS USED WITH A 36" x 34" 24"x 34" BGnc,E ?b 6E.T�-/[LY CseoUTEO DIMENSION, ANY DISTANCE UP TO BUT NOT EXCEEDING THE DIMENSION MAY BE USED. 36"x 39" ,• rr. 24"x 29" SEVERAL ALIENATE OCNSTF&ICLTON METHODS ARE SHOWN. ANY COMBINATION OF ALTERNATES 36"x 44" r MAY BE USED FROM WITHIN THOSE FOR THE DESIGN LOADS APPLICABLE TO THE CONSTRUCTION W 16" x 20" SITE. FOUNDATION SYS1,EM DETAILS USED SHALL BE OL•Y•1lATIKE WITH LOCAL SOIL CONDI- TIONS. � r. I-- BEE � _ we � ,e�c6 • e X G"GE 35 T.•/q// FooT/NC- .O/MEnI' THESE DESIGN DRAWINGS ARE sUPPIFI PN7TA.L TO THE TECHNICAL INSTALLATION MANUAL. 7:4 .45 GE I 12"x 13" DETAILS AND DIMENSIONS OF OTHER TYPES OF FOUNDATIONS IN THE MANUAL ARE NOT MAT/Nc� L/Nc APPLICABLE TO THIS DESIGN. 12" x 16" 2- 2X4 N,ArL 7oGE,67AVelZ tn/O F.to7/c. 24"x 23" 16"x 23" WrTN /G d NA/L S. DESIGN BASIS: 30"x 25" 24"x 21" 16"x 23" - UNIFORM BUILDING CODE j 36"x 26" 24"x 26" 24"x 20" CHAPTER 29, 198 BED. I - 70 180 MPH WINED SPEEaSTirBGt� 36" x 31" 24"x 31" AI,&toVEOPiFlZ, Ta74e- c,4,o,ACr7'Y DFP/,E,•C T1 Fo ¢ ,4 JF eG Ply /.c /Gd 7L.'�E/✓.4/<. � oR dg, TABLE /Gd TbEN,4/L E? /2Mo,c, Ore &/' 12,13 RIDGE BEAM PIER FOOTING SIZE COLUMN NUMBER ALLOWABLE SOIL SEARING PRESSURE 1000 PSF 1 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" i 36"x 39" 30" x 31" 24"x 29" 9 36"x 44" 30"x 35" 30"x 26" 12 16" x 20" 24"x 9" 12" x 13" 13 1 G" x 20" 24"x 9" 12"x 13" 22 24"x 16" 16"x 1 G" 12" x 16" 23 24"x 23" 16"x 23" 16"x 1 i" 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 Ir 16"x 111111" 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" 1 G" x 1 G" .2"x 16" 43 24"x 22" 16"x 22" 16"x 16" 50 30"x 33" 24"x 28" 24"x 21" /Gd 7L.'�E/✓.4/<. � oR dg, ,� ,y %8 PLYrN000 X 0 t w's /Gd TbEN,4/L E? /2Mo,c, Ore &/' 12,13 O,c, Fo,4 2S 222 31 32 42 o.c, ,colt 2S ,r /Gd /V.4/L6 C�/2 *o•c M,4X• o/d P, 5, F K//rV0 5,24 P S• WrNO • g'ro , c, <c 2 �5 s, W/NO, 7500 Sd N.4/G 5 9'ro, c, r✓JgX, OR G mac. ,cot 2B,�S.,cvw/in/o. 9000 S,4'iM .GLs SAc,r/.eEO 10000 9 11000 T7ik/EE/L •a 4,k/O ANO rAa.S47 " •• •c% y Cit C VA741. '4...i' L -, ZX TEE•'sTEd -,57/44. -" ,6•� shown on plan N J/1. 52' PX T.2 20-I0 .4rVCXG C BOLT 7. Refer to the Technical Installation Manual for ridge beam pier and main rail pier locations and leads. When spacing 12 52' ~M/•V 120 +f .3l." M4AX. 16 62AVEL &ASE (SEE A10 TG •d - L ri l. ♦ .� D •. S. Mudsill anchors shall be Installed within 12" of each end of sill and at a spacing shown on the foun dation Plan. 12 CONe1?E TE FGRE f2 rk/r4Y BE 4160-0 15 •4/11 T � .� • y A � 7T, 120 q - 121" IWIA.1 12 TEA/ATE . BEE DETAIL Asale. • L(2 1 20-60 GMM/N. V_ t`St KEsS.4Q GM/,v � (� W #4 RE4.1 e I /{ A-"- 4R Vy aal7l MAS Anchors shall be set into concrete per manufacturer's specifications. 1. /G d raE/v�/L 66' /G d 7<D6/1/1 /L O/2 'o, 026 i2 x / %2 "Irl bc0 Sc/ZEw � /gro•c. /2✓c.G o G'/o, c, f-•orl2 25rS.FWiNO c, 2A'/L NJ/N, O,c X0/2 2.5'S,/s /r W/r�/O, /G d /V•4/L� 5 /2 n,<, Mq'C. 02 a r a /%2 X//z X/24"4, X LEArYTi/ .STEEL ,4n/�GE, �J43V e f� A/✓T Q ¢ F/c�LG - 20, 30, 40, i0, t0 and 120 !SF I ,, I1 ,cZGSc-/VeMi.V.IG 21C T.eE.+TEO Wok: o o ria 07-41,91C ' Applicable column numbers are shown on floor plan moo, c , Pae 26 R S,P W/,VO, Ed 7b .2/M ✓o/� ' .ci POUF LIVE ILIADS I '� GMiN 1 ,4oI¢o✓EOM�CT6,e (eS/ZE PK l T��LEL for specific house being installed. T,Aa- nTEa /Cif�7se4�A/F�O To TR6A SEISMIC ZONE 4 I �IPP¢oP/L.47 �ocuMN X70.) _,� ZJC T2E4TEd s/LG srLG /2"IVIA.1 TO F/M/SNot /1.474WCA4L CT, -40E, i s �/JeydR BoGT �� ♦ /2X//2 �vmorse2EvVqV EktOWALL S/LL LN<�/o t5, �- LG[AVEL o5AW6FE NOTE 4 /n1 11/N7FC102 PIER- DGTAt LS ) r/t"4BoLTs �i 3/ -erre. c, /�J,AX. G1•? %Z " rJ ,BOLT C•' S/MP3W MAS dP 2fsr/o,C. 24s*P -Sr, F M,ANUF.AcT[/,?FD P/E,�S S,N.�LL BG L/3T O SEE ,cGoa,4 PGA/✓ FO/Z LE,VC7Th' of r5/oc/SE ,IND G.�dFG.EO •6 y •4N APFr¢oV•r0 .Ac;E.v<� (46=o•MAx.� ",4774146, L/LVE TABLE II COLUMN NUMBER* MIN. REQUIRED PIER CAPACITY 12,13 2350 222 31 32 42 3250 3 423 33 43 5000 5,24 6250 6,50 7500 7,25_26,27 9000 i 10000 9 11000 �, • /� o, c, 0/2 /Z o. c. Fore 2.5 /A��M/A/, P S.,C IN/NO 41,2 $Q N,4/GS -34 ",VAX • , =4 � 3/.'I MAK, ♦ C` 9''o.c. /✓>Ax, e e 6"0. c, J G M r• &IV Fait 26 S..o /NiiLO, • i i°/NG.�/o 2 .6 -GT A o • rM M♦ L /2MMi.V TA , ♦ J: 'v ' o GA'M/N, /lid 'M/i ,GAS45.4d G~M/ry •?EBAR v ENOWALL �Or/Ne 3 " - - - - Q i4T/arV OET,A/L3 (. •-C'7 - VVV""" /!04' TG.EN/-1 /G !A /d f L YWocID X W/OTiS/ TO GoU•ER S/GG (L,G.d ,CGG1�L RC2/M •4,CsY/NQ E.�c/i CO2M,E.[ /2'/b.G. O,C G'/6,C, ✓O/ST ///y !M/N,, t, rr // - - - - - - - - - - - -1 o,G 25'P,S.� W/�O /G � jcE�t/•G/G - /2x 3 ot/cbo Sc,�.W �/a o•c, ,--7 I T//t/C- e- /NE �4S T.� /tS 8d A/A/G a 9//,:), cc, M.4X, Gam'/2' a.c, or[ --------- -----j G'/.o•c .co /Z 2$ 2XLsrcQ3TENEOTo/2/r✓J 9 E3 E3 j I STFGL F,tAMa I/2=o'M,AX,I TY^/rV7tirZ/o,A I K � Z'2 fj�i�d2C�T2/G�7E1C-TO rL Q �Ed LGP S,FK///VIS TEGA tisST,4'LL_tO. a 2 .2,A/Ls-VEA'JFY F•�---1 P11ZA(SAVIE ,1/Lfj� I 1/./TE2 /02 P/ERe SETA /G• 5 I I S�ACr.t/cq ole No USE I /b d To6,VA/4 Q 12'ro,C, o e G "o,<, /Co/2 25 P5F W/,t ry �g~r�Y/NooO 0 2 Vo Gam, I I F ly,4G✓. STEEG _72.4P, ^/,AT/N G/vE„ 1 1 8d //.4/G 01 9'/o•c,M. X.-ORG"o.c.,ccyQ Z3/?S.r� l/V//Va - -- - ❑ ❑ - 8 /✓A/Ls co 9'/0, c, A -;"4x, oe I 1 � I k � �/ y 2X T/2/"' TED d/LL � � i i G�o•<: Fc/2 2.5 r+.5„c'IN/n/1�. I n M.ArN Z .1 /G E /a,/M/N. /d'/M/M QX T2e��4TEt7 SSL L ,w L Mq r/n/ �i I e N 3G Mi4X. A /M/VcNv,2 �3bGT ,34"M•4X, o (• •4//�-Noll BOLT I trVccp v►EGGiB aQ SN/•v7� NST�'o� t `? G/, I J I WEo q E T/ y,yTG Y. •1 uiE GNC GN S/Oro S/GL�W4GL SILLL `•An-cNO,eS J/ `S/EEmoi-,,e-t oo/1 PG.�N� .CorrZ ,!•q /L �o i TGM/,v. � ,• j MIA4 -A - - •/g A /2'/X /L 4o• AA-4GE �2 46A cif //b1.4,rwSTEA/T�oST •.♦" LCi�34EST E�n/'-ObW 1rG�GF .EcAoco/7/'iENNwld ruA 2X4 XNTK SATaCTO taai v</EsNio�E/otvNaSGGF� e � rt•j� �'r . ♦,• /Z1'j� M/N, &.04.7*4'-0' o, c, LoGATioN of 6n/T,Qy OD0,2, 49 x.y Mi V. �'os � /(•� /2 �or✓NOAzion/, G M/,t/. '►` /{ eEB.d /Z y r G Min/. BEE Ti4B�E CONCeETG- FoorE.2 L�iVG/TL/LO//l/.4 L x/0/5 T /=LOo k SyST6 MAO 4::>/2 „ „ /rV0/V/O[/.UL coNG2ETc O¢ M.ASv,TJ¢y PiE/13 S.4/4GG P,ec�./Ec-T 7 S.SCTion/ .�-,A- S•E8 S,tt wALL ,coun,ro,Arion/ ,C�.srA/LS A7' LE.AsT d"r i446oVE 4=o4do1,oW'./5 „ C+,c2 iPoST.S I/v///Ci/ TL/Fy Sc/P.•'o tT.{ ¢E T2C-rITGG I/1/oo0• SEcT/,VA/ B •,B - sse ,,.El1/o OV.444 Fix/n/o ariav .oB7-� I" /L/� WA L G 2407 A /L _5 TABLE II GENF : iAL NOTES: STEEL •4 ME 1. Contractor shall verify site conditions and all dimensions prior to starting work. Notify owner of any discrepancies. M.A/X/ Q.A /L /GQ' 72�5/VA/L 2. All work shall conform to the requirements of this design and of the building code adopted by the agency having wELO, BOLT, o ! eG AMP E' G jurisdiction. ,QA/L 3�g'/iY YWooG X 3. Design bads followed shall be consistent with the roof five bad, wind load and seismic zone as established for 2/MAX, permanent buildings within a specific local area. ,A/pp,Ard)VEp e4- AerrY $d AAA /LS F G"o , G, 1'k'7.4X, 4. The ground surface adjacent to the home shall be sloped away from the structure with a gradient N at least 1/2" per P• a e 7.4464E z=2 F/EGO aQ/LL FQ0 e/T foot for a distance of V or more. Provisions shall be made for drainage to prevent accumulation N surface water. „ e2os5 ME�rB E e To N M , 2 X TOE- 2X T,2•EIIT•BO u�/LL ,Peke/VE .4NG/Ic t 5. Provide an 18" x 24" access crawl tole 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 No ENDVVkLL FOOTING DIMENSICNS M' /- ATSO W000 CX oT.vE t G ",..Prole/ ,.4,eP,2oV60 /124 TER/.A L rvl,4nv ,2,1 /G ' /�7.A/nJ •eAle_ BoGT wire mesh not less than 1/4" nor more 1/2" in any dimension. DIMENSIONS (MIN.) D. T" W �./� (Si 2B PE/Z T, 4.94E I2i� •• 4.VeNa ¢ 6aLT 12 G. Mating line piers shall be located directly ridge beam support columns. Support pest column locations are 12 6Ef y ,I.r. f• Ts Z / 2"M/iv. To F/N/S •'/ `N r, 120 L • the floor N the house by Column numbers are also shown on "Mating UM Pier Detail." 12 •• •c% y Cit C VA741. '4...i' L 20-25 /Q'IM/M• 12 shown on plan N 12 52' 15 20-I0 12 7. Refer to the Technical Installation Manual for ridge beam pier and main rail pier locations and leads. When spacing 12 52' c 120 o shown in the manual is less than shown here on, the manual shall be followed. 16 62AVEL &ASE (SEE A10 TG •d - 20-80 ♦ .� D •. S. Mudsill anchors shall be Installed within 12" of each end of sill and at a spacing shown on the foun dation Plan. 12 CONe1?E TE FGRE f2 rk/r4Y BE 4160-0 15 •4/11 T � .� • y A � 7T, 120 T ,o .:� Mudsill anchors may be 1/2" die. bolts or Simpson Strong Tie MAS. 12 TEA/ATE . BEE DETAIL Asale. • L(2 1 20-60 �- Anchor bolts shall be set 7" into concrete. Anchor bolts shall be set 15" into concrete block stem wall. MOBILE HOME FOUNDATION SYSTEM -WOOD MDS: (� W #4 RE4.1 e I /{ A-"- 4R Vy aal7l MAS Anchors shall be set into concrete per manufacturer's specifications. 1. This type of footing shall consist of a wood pad and a gravel base. 66' 20 20-80 9. Stem wall may be built atter house is in place. 2. Fasteners shall be stainless steel or hot- dipped galvanized. Hot -dipped zincceated nails shall be coated after 66' 20 120 10. Wali stems may be eencrete or concrete blocks. 18 manufacture to their final form, Including painting, heading, threading''or twisting, as applicable. Electrogalvanized or mechanically plated nails or staples, and hot -dipped zinc-coafed'staples, shall not be permitted. Staples and 52' " /V,4/GS N' 11. Concrete shall be 2000 psi minimum at 28 days. 18 installed below grade shall be stainless steel types 304 and 316 as defined by the ANSI Classification. 66' ! G �•An PL o rCLooR R/M 12. Concrete blocks shall conform to ASTM C-90, special inspection net required. Blocks shall be 6" x L x height 3. The gravel base shall be not less than 6 inches thick and shall extend not less than 4 inches beyond all the edges / X L / l2 "X / %2 MX /2<a4. '12 ✓o/3T / �2 desired for site conditions. i" slump stone may be used in lieu of concrete blocks. Table Cement, 112 lime, 4 of the wood pads. The bottom of the gravel base shall be a minimum of 12 inches below natural or finished grade. /- 6Z . Sl6EG 4I/✓fiL E . MI I- B�6 �/,EGD /N57,AGG- 2X T,e.E�4TEO S/GG (^'/in/,� o,e RBo ✓k/ooD 13. Mortar mix shall be Type S, 24-A of U.B.C. or 1 part Portland part hydrated and parts sand 4. Gravel base at footingareas within the zone of lead influence to be graduated 3/9 -Inch to 3/4 -inch ravel, or g g ,�dL.4NTOR .SO 727 ✓o/3T. FiEL o _, by volume; de not use lime with plastic or waterproof cement. coarse sand not smaller than 1/16 -inch grains, or crushed stone having a maximum size of 1 1/2 -inch, so r2/ti/ F.46T'NE0 To T.[gATeSa S/LL Ad AIA/4,5 Q 3 rr o , e, M.tX, 14. Masonry grout shall be 1 part Portland Cement, 3 parts sand, and 2 parts 3/9" gravel by volume, mixed to pouring constituted and placed to provide an allowable hearing capacity of 3000 pounds per square foot. " MA/.V RrA/L M/1/N RA/L k/2X//2 !/1/000 i5CeSkV consistency. 5. All lumber anxd plywood required to be preservative treated shall be pressure treated in accordance with the 4. o. e. GR Bd ry 9/L Scell 15. In concrete block stem walls, place a minimum of 2 - 84 reinforcing bars in block with mudsill anchors; fully grout each Wood Preservers Bureau Standard AWPB-FDN. Quality Centel Program for Softwood Lumber, Tigmber ]-r M.4 X.,ArvcvoL BOLT contafnirg debars. In poured in place concrete stem walls, the minimum vertical reinforcing shall bo 84 bars (ilAmerican and Plywood Pressure Treated with Waterborne Preservatives for GroundContact Use in Residential and Li M 24" o.c. Commercial Foundations -1980. /2 "MSN, 16. Reintercing bars for concrete or concrete block foundation shall be deformed bars meeting ATSM A-615, Grade 40. 6. Each piece of lumber or plywood less than 6" above finish grade shall be preservative treated and shall have the ♦ _ 4,l/G//0 Q BbLT ; Lap all bars 24" minimum. 17. All lumber in contact with concrete shall be pressure treated or a specie approved for use directly in following information permanently affixed: " l - p _ 7'� D n preservative contact with concrete. Individual concrete or masonry shall at least i" above exposed unless a. Identity of company doing treatment and date of treatment (month and year). T r / r •' ! ••, T T :1 piers project ground the1 mns or sts which the su rt are treated wood b. Symbol for the type of preservative used. L_ L- 1P ENDVVkLL FOOTING DIMENSICNS TABLE III ' e MAX. HOUSE LIS1G11i WIM DESIGN .PRESSURE HOOF ISD DIMENSIONS (MIN.) D. T" W 40' 15 TSF 20-80 PSF 12 6 12 40' 15 120 12 12 12 40', 20-25 20-120 12 12 12 52' 15 20-I0 12 12 12 52' 15 120 16 16 16 52' 20 20-80 12 12 12 52' 20 120 16 16 12 66' is 20-60 12 12 12 66' 15 80-120 18 is 14 66' 20 20-80 18 18 12 66' 20 120 18 18 14 52' 25 20-120 18 18 12 66' 25 20-120 20 20 16 SE6 No ERe A! v co u po Y PPo 18. Compaction control rot required when nominal backfill is used. c. The American Weed Preservers Bureau quality control trademark (Report No. M-517). TABLE III ' e IN 6y .. - - Dote /f 2EF3A 4 M 'eEBi1 MAr,V P11fG , 2X T/2Et1 71=5,0siL L W f PIER LOAD ++aRwewy e , .. w. • , vv, local building type B) 80 to d. The letters "TSO" specifying "Treatment Service Only" where applicable. 24" x 13" 12"X 19" 12"X 12" i' 2$438 24" x 17" 24"X 12" W.ul, .NR s,,,E„ 19. Obtain from authorities the exposure (C or and wind speed (70 mph or mph) applicable e. Proper grade markings to Identify the species and grade of wood for structural purposes by an approved 24"X 15" W 12' 42648 24" x 24" 24" X IS" 24" X 14" T - a :� '•' a Ir R A A r r R O v E D the x undation site. With these values, find the required Wind Design Pressure in the table below. Use the Wind a L Q i •a FOUNDATION SYSTEM J_ �w 7k,r�BA,2 Alt/ ,2EE3.4./Lr ;F Design Pressure to determine the required footing dimensions. grading agency. el k/L/ sri RNTRRIRIJIJ. I.�'f. SVRrrCi "D <=X•rlTKWS pTF,D ,I I. AWPB-FDN (Identifies authorization under this report.) I U.B.C. 7. When 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 r g M4-90 using 5 percent solution N pentachlorophenol, copper naphthenate containing a minimum of 2 percent copper metal, a 3 percent solution of ACA, CCA, types A, S or C, or a 5 percent solution of FLAP or ACC, or PPe Pe YP Pe /G I TaErt/I/G 4'/0.4 ! /2X 3'/vt/ood sc. Ev/ G"o, C. 2X FASTE/UE.� TO R/M . /o/ST, M4 y B/_= PL.A,t/T o G'ro <• /Gd NA/LS G G"o. e. ,�7AX,�€ ,� i R A 4 " ""' =-, " ter.- •^r .,�,,.>^ •• ".. , . ,r •`r'tr` ""` w ^ " '•'�° M^ s,.=..: c<:m,,, . s«• «. ,r «,a�,.>.tc: m .aeK4 .". creosote in conformance with AWPA Standard M4-80 paragraph 1.511. o+•? .c'/EGO / .5r,4LG,cL�, /V 1988 EDITION WIND DESIGN PRESSURE P.S.F. WIND EXPOSURE SPEED B C M.P.H. 7015 20 t0 15 25 - rooung oT oiner arrnensiuns mw eyudT Vr y -d- V•rin contact area may be used. 3/6"A4Y14/caO cPR Vo yit, TABLE III ' e IN 6y .. - - Dote MA/V /tA/L �� FOOTING SIZE - INTERIOR PIER' MAr,V P11fG , 2X T/2Et1 71=5,0siL L ON -CENTER PIER SPACING PIER LOAD ALLOWABLE SOIL SEARING PRESSURE 1000 PSF 1500 PSF 2000 PSF 6' 21328 24" x 13" 12"X 19" 12"X 12" i' 2$438 24" x 17" 24"X 12" 24" X 12" 10' 35538 24" x 22" 24"X 15" 24"X 12" 12' 42648 24" x 24" 24" X IS" 24" X 14" - rooung oT oiner arrnensiuns mw eyudT Vr y -d- V•rin contact area may be used. X -PR -062 9/96 4T;1 AIWU 01 V 1'�'npg 3/6"A4Y14/caO cPR Vo yit, ' e IN 6y .. - - Dote MA/V /tA/L �� G•7AGV. 5716.64 ST/L.4P, MAr,V P11fG , 2X T/2Et1 71=5,0siL L •;� _ R ;�v+•._.I -- -e-Y00011-114-_ OD �• 61.1 /V,A/LS q1 e- MAX, �4 , • � v, SPA NO...-_-- " ! a• G 2X TREgTEO S/L L ! „ ArYcr/o rz BOGT9 ` A p Pon ►inn A. w0y"t Expires /2"horn/, '. • Art•/c,4/o a &o/T /2/'MiN, ! L one MOBILE HCME snrr. i _ 1-� C ►Ao T - a :� '•' a Ir R A 4 i' A T •• • a a a L Q i •a FOUNDATION SYSTEM J_ �w 7k,r�BA,2 Alt/ ,2EE3.4./Lr ;F FLEETWOOD a AWN E[Y eAfE:, Ne. A, MHC 401 el k/L/ _r3" RNTRRIRIJIJ. I.�'f. APP: X -PR -062 9/96 4T;1 AIWU 01 V 1'�'npg