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Home My WebLink About041-100-056I - It 0 I . 'I COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive 9 Oroville, CA 9 (530) 538-7541 CORRECTION NOTICE 0 (_�2 - 10 5 OWNER PERMIT NO. 4, A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. " ( <_ , - t r e n 4- a -g- \,f �'r t 1, &:4 NA e^ : (-- j i, < t ft ".P r -I- q. - - r-, - &N A A I-# Date -7 e, Inspector 0 co C-1 (�f t' k -0 REV 4/05 Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 COUNTY OF BUTTE ep BUILDING DIVISION DEPARTMENT OF DEVELOPMENT,SERVICES 7 County Center Drive * Oroville, CA o (9,30) 538-7541 4N, CORRECTION NOTICE '13 OWNER PERMIT NO. A routine in ec on indicates that the following violations of Butte County Ordinances ex I i'st at sp 'tsl the above dd e s and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or, need additional explanation, please contact the Building Inspector as indicated below. o NC .3 Date J Inspector I-, REV 4/05 Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street * Chico, CA - (530) 891-2751 - (530) 538-7541 7 County Center Drive * Oroville, CA CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office irnmediatel e -A -e Date REV 1 Inspector Lk�'— COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive * Oroville, CA - (530) 538-7541 CORRECTION NOTICE OWNER I PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the ,above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, Dlease contact this office immediately. 6" - I Date inspector 11V4 REV IP192 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street * Chico, CA * (530)* 891-2751 7 County Center Drive Onoville, CA (530) 538-7541 CORRECTION NOTICE IT r-:5 C(WNER PERMIT NO. - A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, Please cont�act �tffice immediately. 1'/ 11 CIL— on> a) C? 4--:. 1-1 C /7 - �A C=4 12= W4 A/ 10 --1 �fl " J, 'I q '.- "'e -v- '::�L '00'k:�' ,- ^ L./ -.c '-.� Date—�/5-21//Oz Inspector REV 10/92 E.H. USE ONLY Plot Plan Attached near Plan Attached Sent to 8.0-1 TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance eB. //j -�yh I DO Owner Location AP# Plan Approved for: Sewage Disposa --s Water upoly: Public Private Well Clearance for dwellina. Other -:?� & rsnu)-p I I );q ( Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Date 8/96 1 03:40pm Fronp-FLEETWOOD HSG GROUP Apr 14,2000 Mr. WanvnFredrickson Fleetwood Homes, Plant # 17 Re: NffW 401, MHW 701 --------------- I-- 1013513724 T472 F. 0021002 F-770 BMO-003 The plywood sheathing used in sections A -A and B -B for the connection to sill plate along the exterior of the house may be substituted with S/ 16' Hardiftnel, provided the na spacings are 3" o.c. along the edges, 6" in the field fbr 25 psf wind and 4" o.c. along the edges, 12?' in the field for 20 and 15 psf wind. Sincerely, - 0 No. 559 13 Uj Behrouz MoulaYis P.E. EXP. 14 Senior Engineer d' Housing Group CIVI'L OF CkLtV:o 0/-O'�I/z BUM- C08#4TT WiLDNG DEPARTMW A DPP,QVFD _4 —/, Z 4101 P. W, INTRODLCTION MATING LINE MATING LINE These drowingi; show foundation cloWs which are 12. Concrete blocks shall conform to ASTM 0-90. 24. Gravel ban at footing areas within the zone of Lf applicable to hones produced by subsidarious 41 special inspection not required Blocks shall be V x load inkNenciete be griecluated3illf" t*39'gravoll, APPMOYEOPIEN CONTINUOUS 04 PEBANI* OVERLAP MIN 24FAT SPLICES Fleetwood Enterprises. Inc The foundation plan L x height desired for at* conditions. 0" slump or ocoirse send not smaller than 1 tl S' grains, or (SEE NOTE I AND 2 BELOW, rMIR ANCHOR VMIN. shoiAn is gonerad and is to be adjusted to meet the stone may be used in hou of concrete block s. Brushed stone having a maximurn size of 1 12'. ILA RDDUSUE (SEE NOTE 2 BELOW) . . . . . . . . . . . PAIR OF PI AS) RECESSED 3107 PLYV400D X DOLT r specific home being installied. The floor plan for the so ocristItuted and placed to provide and 7 WIDE STRIP PENETRATION 13. M ortar mi x sh all be Type S. Table 21 -A Of U. S. C. home is included in the I notallabon M anuid provided allowable bowing capacity of 300D pounds per PIER BASE - NOMINAL 2 X 2 x s x r @LOCK WITH NE FASTENWITH2-611 INTO DO NCR ETE WT or 1 pat learldanol Coment 112 part hydrated lime 2 - 2 X 6 MILED 04MEBAN SHFASFORTIGHTFIrr TREATED WOOD ON OTHER NAILS AT Z O.C. MAX withe"home. The manual. floorpl2n and these and 4 parts sand by volume, do not use lime with squarefoot TOGETHER AND APPROVEDMATEALAL M FLOO A WITH r DIA. OR F SQUARE, POURED IT MAX.. doll must be useeltoguithourts, establish dimensions 2 X TREATED SILL PLATE felvallic or waterproof Cenral. 25. Each piece of lumber and plywood less then 6' (SIZE PER TABLE I BELOW) 4 - 04 REaAR X r LESS CONCRETE COLUMNOR 11- X Ir ondlossisforthefoundation. Where the word"M AX.' 161111NAILS 4' IN. 1211 is used with a dimension, any dstonce up to but not 14. Masonry grout shad be I part Portland Cement, 3 from the surrounding soil sholl be Cut from TOP OF SURROUNDING THAN FOOTING DIMENSION. LOCK STACK, F LILLY GROUTED 11 T DIA. ANCHOR BOLT ANDREINFORCED (2 EACH DIRECTIO exceeding the dimension may be used Several parts sand, and 2 parts 311111"gravol by volume, material that has the following information IFSOIL MAINIEAM' 7 MIN *4 REBAR AT 24'0. C. permanently affixed WALL rtAN HEIGHT MIN a Tradomairk of inspection agency *pprove .0. 04 A corribinatien of alternates may be used from within uig MIN. ....... 'A 11111 EBAM (CONTINUOUS) -� -gli�lillili- 111111, 1 ... I... � 15. In Concrete block stem walls, P1200 a minin un of ...... .... .. S Mow 7 4 jig afternste Construction methods we shown. Any mixed to pouring consistency. American Lumber Stan clards Cornorta igi i. . these for the design loads applicable to the dby IT 0.4 IDEWALL MIN 67 MAX. 2 - #4 reinforcing bars in block with rnudsill E FOOTING WIDTH (ALSO). widiors; fully grout each coll containing roobers. In 14114 1111- GRAVEL BASE TABLE 3 construction atis. Foundation System dowli; used 61hall be ownpoWo with locial "I counclitions. The" design drawings are supplemental to the vertical reinforcing shad be 04 bars at 24" D.C. Assocad on (AWPA) standard: iT ALTERNATE poured in place Concrete stem walls. the minimum b. Applicable American Wood Proservers' METHOD -11 Endwall Footing Lumber .................... Standard 0-2 Metal Pier on Gravel base -*-r "I R InstiallisionMom2l. Details and cirrionsions of other MIN. 16. Reinforcing b2m for concrete or concrete block MIN. Plywood ............... ... Standard C69 MATING LINE types of foundations in the manual are not applicable it SEE TAKE I foundation shall be deformed bars meeting ASTM $11ijil! jic.. :i j... .1 1, �;! A-615,Grade40. Lop ail bars 24'rininirrium. a Your of troadment FORWICITHANDLENOTH X 120A. X to this desiffin, I IIZX I V. AMJOIST-_,,� /-MIN, 2 X 4 FASTENED METHOD -2 UiUl LENGTH STEEL ANGLE al i ; GENERAL NOTES: sz;i ijilkli '. -i 17. Ail lumber in contact with concrete sh 91 be d. Exposure 0onditions.... Ground Contact. FASTEN TO RIM JOIST WITH 70 A IPA JOIST AND SILL PLATE WITH I So *12 X I V? V400D SCREWS I . Contractor shall verity site sonditions and oil pressure preservative Vowed or a specie 2MOV041 0 Type of treatment OCA Poured Concrete or ENDWALL MIN.. AT Ir O.C. MAX.. OR So NAILS dironsions; prior to starting work. Nofifyown*r for use chrectly in Contact with Concrete. Individual Fully Gretfied Concrete Blocks FOCITINOWIDTH - NAILS AT 7 D.C. MAX, AT 2'O.C. MAX. Concrete or masonry piers shall proiod at lent Ir f. Moisture Limitation ...... . Dry or KDAT. 2XTMEATEDWOOD '--2 X I X IF BLOCK WITH (SEE TABLE 3) of any di scropancies. PAD L) SHIMS FORTIGHT FIT 2 X I V7 WOOD SCREWS above exposed ground unless the colurms or posts g. Treating company and location. In __6,xrxIrMIN. SECTION 111-5 2 X TREATED SILL AT S* 0. C. MAX, ON So 2. A I work shall I corform t o th is requirements of this they support are troweel wood CON 'a NAILS AT Z 0. C. WM SILL design and of the building code adopted bytho h. Lumber grade markings by an approved 4-84 E R;UE TH CONCRETE BLOCKS Enollwall Footing anudl PLATE PLATE. 16. Compaction control not required when nominal OF A A BE V M . *1 . 2 X TREATED SILL PLATE agency having jurisdiction. gracing agency to identify species and grade N 12-1 FIN. Floor to Stem ftil Connection VT DLA. ANCHOR backfill is used LESS OTI - I ::� for structural purpose& DPWAE N rA Ll 'S'I'DIE S IPULI Wit 3. Design loack followed shall be consistent With i :: 19. Contractor shall verity roil tWe prior to starting N!, I I ST11M WALL 117 DLA. ANCHOR DOLT (TYPICAL) 11FIEN WALL CTYPICAQ established for permanent buildings within a she roof live least Wind zone and seismic zone work. Expansive sod conditions may require 26 Where lumber is cut after treatment the cut surface shall be brush-codod with not less than 3 additional engineering 20. Obtain from local building authorities the exposure poniont solution of the came preservative used in specific local area ALTERNATE #1 ALTERNATE #2 Recessed Cros3member at Recessed Crossmomber at 4. The ground surface aelisoont to the home shell be type (8 or 0) and wind speed (70 mph or 90 rnph) Iho original treatment or shad be field treated in Floor to Stem Wall Connection Fiber I* Stem Wall Connedlen sloped awayfrom the structure with &gradient d conformance with AWPA stan clard MAI -96 usi Fig a applicable to the foundation atio. With those wr t SEE TABLE I at least I Q" per toot for a distance of V or more. values, find the reeguirod Wind Design Pressure in solution of copper noplithienatio containing a IN FOR WIDTH AND Provisions shall be made for drainage to prevent thetablebelow. UsothoWridDesignPressurro minimum of 2 percent copper metal. LENGTH accumulation of surtwoo, water. to doorrnine the roqjired footing olinnonsions. I FOR WIDTH AND LENGTH ALTERNATE METHOD - 3 AIMJOIST, MIMJOIST--,,� 5. Provide an 1N'x2R'2oc*ss crawl holoto undor-floorarow Providounder-flooraroa 21. These foundation drawings Comply with the requirements of HUD Hgncbook 4930.3 EXPOSURE METHOD -3 ventilation Of a not area of not loss than 1 square (Permanent Foundation Qjtdo For M anut2aurod 10 Concrete Blocks Without W Grout foot for each 150 square feet of under -floor wea Housing) foundation Type C2. 11500 IV X 14" Cover vent openings with corrosion resistant wire 12r* X I T 12, XIr ITXIT mesh not less than 1 W nor more than 10 in any 22. Fasteners shall be stainless steel or holl-clipped iLrxlr UMATING NE dimension. gailvoilized Hot -dipped zino-000ded nails shall be 2500 IVX23' 6 Mating line piers shall be localooldirectly below coaled after manufacture to their final forrrt including pointing, heading, threading or twisting. - UniformBuildinglOods, 121 X I T ridP Down supill solumns. Suppon post Electrogalvanizod or mechanically 1994 Edition 1 T x I r Ocill umn location s are shown on the floor plan of the house by Er_�k plated nails or stoples, and hot-clippedzino-coated - 70 and 00 MPH Wind Speeds Exposures B C 24" X 21* 7� Refor to line Installation Manual for ridge beam stapl#4 sh2l not be permitted St2il and nails installed below grade shall be stainloss steel types and - 20.30, 40. 60. 80 and 1 Z X 1 T pier and man ral pier locations and load& 304 and 316 2& defined bythe ANS11 classification. 120 PSF Rod Live Loads irxir When spacing shown in the manual is less than 23. The gravel base shall be not less thian 6 inches 4500 24* X 2r shown here, the manual shall be followed thick and shall extend not less than 4 inches - SsismicZonoil 12, X I All I Mudsdl anchors sholl be installed within 12" of beyond 211 the edges of the wood paids. ASCE 7-011111 & ANSI A54.1 -19C IVX2r rounclaoriplan. Muclollanckorsmaybol0da bolts or Simpson Strong TIM M AS. Anchor bolls shall be set T'into concrete. Anchor bots shall be W 16' into concrete stern wall. M AS Anchors sh 211 be set into concrete per manufacturo's specifications. 9. Stem well maybe built after house is in place. 10. Wall stems may be concrete or concrete block&. 11. Concrete &hall be 2000 psi minimum at 26 days. U.B.C. 1994 EDITION W1 ND DESI GN PRESSURE (PSF) WIND SPEED (MPH) EXPOSURE 8 C 70 15 20 10 15 L's DETAIL - A Double Pair of Piers (S EE NOTE 2 BELOM Notes: 11. So* floor plan for minimum pier capacity under ridge, beam support posts. I -- " -- L -d. . -3- --1- �Z "mug Dick maximum pier capac will, martal pler manuiedurer. IVICLEj".y Ll"v Livitcul F -"U "Cill 11--vulluctlilu" . . .. .................. .. ........... . .. . .... SJIE ' A _SECTIONWIDTH----W FOR Mokx� HEIGHT I SECTION ALA SEE SIDEWALL FOUNDATION DETAILS SECTION 0 -a SEE END WALL SEE END WALL FOUNDATION DETAILS Notes: 1. Footing Is typical with all alternates. 2. Required for stem walls over 30' high. TABLE 3 - ENDWALL FOOTING WIDTH (MIN.) AIMJ01 TABLE 1 I V- MI N.. 23' MIN, PIER BASE OR POURECHN-PLACE CONCRETE F007ING DIMENSIONS MAX, PIER LOADS (LIS) SEE NOTE 1 1000 PW SOIL BEARING CAPACITY 1500 PSF 200 IPSF 3000 PSIF 4000 IPSIF 11500 IV X 14" ITXIT 12r* X I T 12, XIr ITXIT 2000 1 Vxir iLrxlr 121XIr IZX121 ITXI? 2500 IVX23' IVXIT ITX 17 IT X IT 121 X I T 3000 IVX27 IVXif 1 T x I r I T X I ? IT X I T 3500 24" X 21* 1 V X 21' irxir I T X 14" 1 Z X 1 T 4000 24" x 24, 24" x I r irxir IT X 16" 1 T X IT 4500 24* X 2r 24* X I Ill 1 V X 2(r I V X 14* 12, X I All 5000 24" X 30" 24' X 2T IVX2r IIVXI51 I r X 151 $000 30" X 2T 24" X 24' 24, x I r IVXIr IV X 14* 7000 30' X 34* 24'X - 24" X 21 "___ I V X211 IVXIV Woo 3TX 3V -2r- 30* X 2F 21f X 24' 24- X I V IS! X 1r $000 3V X 36" 30* X 21r 30* X 2Z 24'XIr 161 X 20" 10000 3V X4(r 32X 30' 30' X 2,01' 2-C X 20" IV X 2y 11000 36X44' 3r X 3r 1 30" X 26' 24X 22' 24* X I r Notes: 1. Footing Is typical with all alternates. 2. Required for stem walls over 30' high. TABLE 3 - ENDWALL FOOTING WIDTH (MIN.) AIMJ01 HOMME WIDTH I V- MI N.. 23' MIN, 27-4'MIN. 2 X 4 BASE PLATE. FASTEN MAX HOME LENGTH 20 PSF 25 PSF 20 PSF TO A IM JOIST WITH #12 X 7 20 PSF 25 PSF 20 PSIF 25 PSF WOOD SCAEWSAT S'O.0 12, 24-O.0 23*0.0 " I r MAX. 12' 12" IT 1 .3rPLYWOODX3' NOTCH WIDE STRIP OR TX 30 GA. DRILL END DRILL END SM'M CROIS �BER BE-\ TO RECEIVE 3107 PLYWOO IT ANCHOR BOLT STRAP. FASTEN TO BASE CAOSSMEMBEA "T ANCHOR BOLT (LAP I11M JOIST AND I T WHERE REOUIRED PLATE AND SILL PLATE WITH TO RECEIVE 23' SILL PLATE 1 112- MIN.) 20' 2. oil NAILS AT TO.C. MAX. ANCHOR DOLT 2 X TREAT FASTENTOMPAJOIST AND SILL PLATE WITH MAX. 014 Sd NAILS AT 7 O.C. 2 X TREATED SILL PLATE 27' SILL PLAT IdMILSATTO.C. 20' VT DIA. ANCHOR AV IIrDLA ANCHOR - --------- I Or BOLT DOLT I IT oil,. ANCHOR STEMWALL STEM WALL WALL (TYPICAL) (TYPICAL) MPICAL) 0 ALTERNATE #3 ALTERNATE #4 ALTERNATE #5 fticessed Crossmember at No Recessed Crossmember at No Recessed Crossmembeir at Floor I* Sll Wall Connedlen Floor to Stem Wall Connection Floor to Stem Wall Connection Notes: 1. Footing Is typical with all alternates. 2. Required for stem walls over 30' high. TABLE 3 - ENDWALL FOOTING WIDTH (MIN.) TABLE A HOMME WIDTH I V- MI N.. 23' MIN, 27-4'MIN. 31 ' V` MIN. MAX HOME LENGTH 20 PSF 25 PSF 20 PSF 25 IMSF 20 PSF 25 PSF 20 PSIF 25 PSF 40' 0' 12, 24-O.0 23*0.0 " I r 17 12' 12" IT 1 17 210T, IN. 36` Mo. _LL_ IT I1u* IT 1 V 13, S164PSONMASAT F-VO.C. Ricipmall Fmindatinn I T CONCRETE CONCRETE BLOCK.S Ir x NY 23' 1 V 20' 1 r I r FOUNDATION I SEE FLOOR PLAN FOR LENGTH OF HOUSE DETAILS (7F -V NOM. MAX.) (WITHINS-41"OF SEE TYPICAL __ 23- MAX. 014 Sd NAILS AT 7 O.C. 4075 27' 1 V 24* 20' 21* cONTINUOLIS 04 MENAR OVERLAPMINFAT SPLICES (SEE NOTE ormim Ver PLYWOOD X 7 WIDE STRIP :4 �::-" �:A FLOOR JOIST FLO FASTEN WITH 2 - 69 NAILS AT T D.C. MAX. (I- O.C� MAX. FOR 2S F i OR "ST PSF WHO) VA MAX 2 X TREATED SILL PLATE 17 MIN. I, I)TANCHOM DOLT 2V1 -IN Ak MAIN BEAM �-APPROYFn MEN CAPACITY MENAM AT W O.C, .. . .. . .. . .. . .. IN. I irr x I im, x iisr x WALL 36' MAX. AND SPAC NO PER TABLE 2 �j !$M111iiiiif! 11i j,ijill! WELD,DOLTOM LENGTHOF WEDGE, ANGLE HEIGHT I'MIN -14M li!;!llI1!iHIllf (SEE NOTE I BELOW) 2T I AIR FASTENWITH 6' §11 rm-H 2T 'AN- CLAMPPIENTO FASTENED TO POST WITH So 04 RENAM (00"NUOUS) j i.. 3rM,X. MokINDEAM BASE - NOMINAL 2 X TREATED 3F MO. 2 - IBM NAILS, TOE HAI LS (ONE EACH SIDE OF MAIL). SIDEWALL MIN. WOODOM OTHER APPROYED KAILED, AT EACH rmu. %ut il." FOOTING WIDTH 4' ENDOFPOST. WOOD WEDGE OR SHIM, MIN MATERIAL (SIZE PER TABLE 2) :.:. TABLE 4 WEDGETIGHTLY :j� � FOUNDATION DETAILS TO OF 4 X 4 MIN. POST 2 X PC 6 X IT MR (TREATED) ALTERNATE (WITH N 5--ir OF ALL SURROUNDING SOIL SPACING PER TABLE 2 ZI SEE FLOOR PLAN FOR LFNGTHOF HOUSE i Sidermill Footing END WALLS, TYPICAL) I 17W.Cr NnM MANI I Z. IN 4:117, MIN TABLE A TABLE 2 END WALL SILL ANCHORS -MAX. HEIGHT 12-9' SECTION 20 PSF Wind Design Pressure 1 LENGTH (IMAX.) 100olt IMASAn"I 25 PSF Wine Design Presistre 10@Wt IMASXxrw "I w Oc 34- D.C. I 2r o.c 7V 31' QC 2r OC I Not*: 1. Feeling 13 typical with all aftemates. END WALL SILL ANCHCRS - MAX. HEIGHT 13i-10" SECTION LENGTH (IMAX.) 20 PSF WInd Design Pressure II& Bolt MAS Ar�hL 25 PSIF Wind Design Proutro 10. am MAS kricher 66 STOIC 30"O.C. 24-O.0 23*0.0 7F 27 -OC 2VO.C. 1-O.0 20"O.C. cONTINUOLIS 04 MENAR OVERLAPMINFAT SPLICES (SEE NOTE ormim Ver PLYWOOD X 7 WIDE STRIP :4 �::-" �:A FLOOR JOIST FLO FASTEN WITH 2 - 69 NAILS AT T D.C. MAX. (I- O.C� MAX. FOR 2S F i OR "ST PSF WHO) VA MAX 2 X TREATED SILL PLATE 17 MIN. I, I)TANCHOM DOLT 2V1 -IN Ak MAIN BEAM �-APPROYFn MEN CAPACITY MENAM AT W O.C, .. . .. . .. . .. . .. IN. I irr x I im, x iisr x WALL 36' MAX. AND SPAC NO PER TABLE 2 �j !$M111iiiiif! 11i j,ijill! WELD,DOLTOM LENGTHOF WEDGE, ANGLE HEIGHT I'MIN -14M li!;!llI1!iHIllf (SEE NOTE I BELOW) 2T I AIR FASTENWITH 6' §11 rm-H 2T 'AN- CLAMPPIENTO FASTENED TO POST WITH So 04 RENAM (00"NUOUS) j i.. 3rM,X. MokINDEAM BASE - NOMINAL 2 X TREATED 3F MO. 2 - IBM NAILS, TOE HAI LS (ONE EACH SIDE OF MAIL). SIDEWALL MIN. WOODOM OTHER APPROYED KAILED, AT EACH rmu. %ut il." FOOTING WIDTH 4' ENDOFPOST. WOOD WEDGE OR SHIM, MIN MATERIAL (SIZE PER TABLE 2) :.:. TABLE 4 WEDGETIGHTLY :j� � FOUNDATION DETAILS TO OF 4 X 4 MIN. POST 2 X PC 6 X IT MR (TREATED) ALTERNATE (WITH N 5--ir OF ALL SURROUNDING SOIL SPACING PER TABLE 2 ZI SEE FLOOR PLAN FOR LFNGTHOF HOUSE i Sidermill Footing END WALLS, TYPICAL) I 17W.Cr NnM MANI I Z. IN 4:117, MIN HOUSE) METHOD -11 ANU LEWjTH SECTION A -A SEE END WALL : -I SILL ANCHOR Metal Pier on Gravel Use METHOD -2 Sidewall Footing and j�ki5f ESS/ Wood Support Floor to Stem Wall Connection TAILE 31JMAX MATING LINE ---f - �- - : : AWARN D 19-11"MIN. Double Wide FLOOR JOIST 1 14 x 1 117 x 1 .41. LENGTH STEEL ANGLE 20A. X ENOWALL TYPICAL MATING LINE PI FASTEN TO RIM PLATE,:TH 812X I IJZWODSCP S TABLE 2 SEEFLOOMPLANFOR ------------------ SEE TYPICAL SIDEWALL FOUNDATION FOUNDATION Ml M 34 F41N. ----,g% g lit lij!iiij. r .4 PIER jaD ALLOWABLE SOL BEAMING PRIESSURE 1000 PSF 1500 PSF 20100 PSF S, Not*: 1. Feeling 13 typical with all aftemates. TABLE 4 AOCF L.L_ SIDE WALL MIN. IPSF) FOOTING WIDTH -- --------- -------------------------------------------- Irx1T f '611AVEL BASE (SEE NOTE 24) CONCM ETE FOOTING MAY BE CONCIREITE FOOTING SIDEWALL FOOT] No IF x 12" --------------- 2. Required for stem walls ov*r30* high. as THAU W Ir a THRU 11211 Ile IW 0: 4,-(r 4.j iMAX 12' S ELFRAMEPAILS 210T, IN. 36` Mo. SIDEWALL SILL ANCHORS itr DIA A DOLTS AT Ir -V 0. C. MAX. O�W. USED AS AN ALTE14 NATE. -*--SEE TABLE 2-6- FOR WIDTH W1 DTH TABLE 4 PIERIPOST SPACIN3(O.C) S164PSONMASAT F-VO.C. Ricipmall Fmindatinn 1. Oftet may occur at either or both HOUSE) METHOD -11 ANU LEWjTH SECTION A -A SEE END WALL : -I SILL ANCHOR Metal Pier on Gravel Use METHOD -2 Sidewall Footing and j�ki5f ESS/ Wood Support Floor to Stem Wall Connection TAILE 31JMAX MATING LINE ---f - �- - : : AWARN D 19-11"MIN. Double Wide FLOOR JOIST 1 14 x 1 117 x 1 .41. LENGTH STEEL ANGLE 20A. X ENOWALL TYPICAL MATING LINE PI FASTEN TO RIM PLATE,:TH 812X I IJZWODSCP S TABLE 2 Z3 d FOUNDATION rO, PIERIPOST SPACING (D.C.) PIER jaD ALLOWABLE SOL BEAMING PRIESSURE 1000 PSF 1500 PSF 20100 PSF S, '801 I I I r X 14" MAIN BE Irx1T f 2410 IrxIF_ Is"x 14' IF x 12" --------------- 3013 WOOD WEDGE Opt SHM, IW r, 12' 2XTREATEDWOOD WEDGE TIGHTLY 210T, IN. 36` Mo. SIDEWALL SILL ANCHORS itr DIA A DOLTS AT Ir -V 0. C. MAX. O�W. SEE F LOOM PLAIN FOR Notes: PAID (OPTIONAL) r x r x 1 ir MIN. PIERIPOST SPACIN3(O.C) S164PSONMASAT F-VO.C. W-1101101 _11MYCOOR 1. Oftet may occur at either or both CONCRETE CONCRETE BLOCK.S Ir x NY SEEENDWALL 12"XIS' ends of house. FOOTING irx ar FOUNDATION I SEE FLOOR PLAN FOR LENGTH OF HOUSE DETAILS (7F -V NOM. MAX.) (WITHINS-41"OF SEE TYPICAL __ 2. Length of offset vairldig. MAX. 014 Sd NAILS AT 7 O.C. 4075 ALL END WA SEE FLOOR PLAN FOR LLS, TYPICAL) - -- ------- ----- SIDEWALL / fM IF X I 490 -- --------- A�� ----------- ------------------------------------ - --------- I Or 0 tt SEE T ILE 2 0 (A FOR WIDTH AND LENGTH 'Foolling of otheir dimensions with equal or grossleir C4 t 4 MAX. STEEL FRAME MAILS Mouth Contact wft may be used. R A.. 0 < SEE END : : -7- P (YEA IFY SPACING ON TYPICAL INTERIOR PIER & U I_ HOUSE) A 14 PLATE 2X49ASEPLATE. FASTENTO < 0 WALL METHOD3 CA SILLANCHOM : : RIM PLATE WITH #12 X r WOOD A TABLE Q Concrete Bbck Without Coll Grout SCA EWS AT I V 0. C. MAX. P 0 Z MATING LINE 31* -Er M". Note: 0 El IS' r MIN. 04 _-MIN. 3111' PLY`WC1uODX TWIDE R 0 A 1. Check maximum pler capacity with metal pier manufacturer. STR III ON 7 X 30 GA STRAV A 9 SEE TYPICAL I Double Wide FASTEN TO BASE PLATE AND 0 0 END WALL TYPICAL MATING Ll- NOTCHFOA : : EMWA SILL PLATE WITH 2 - So NAILS FOUNDATION I I ANCHOR DOLT AT T D.C. MAX, (I- D.C. MAX. V With Offset WHERE MEOLIME*,, FOR 21 PSF WIND) A a .8 40OFFSET10- 2 X TREATED SILL PLATE L '[SEE NOTES ANCHOR DOLT I*ID21 SHEET ----------------J--------- -------------- TITLF: U. -------------------- ----------------- STEM WALL (TYPICAL) MANUFACTURED HOME SICIEWALL SILL ANCHORS 111T SEE F LOOM PLAN FOR P"OPPMETAP(Y AND CONFIDENnAll. FOUNDATION SYSTEM OF Interior Pier Details I CIA MOLTS AT W-11' 0 C MAX Opt LOC, ON., INTRY ALTERNATE 93 These diawngs wis spialcoom we SIMPSONMAS AT W-VO.C. MAX. DOOR orignal. gurgietary, aDrildenliall malonae; of By Frjnk NO. FEY. SEE FLOOR PLAN FOR LENGTH OF HOUSE Floor to Stem Wall Connection Fleetw*d tophsesinc. Cspjnght620k4C QW -T MAX.) by Fleetwood Enterprises Inc. Oustilro-26-tvi MHIC 401 100.4.062 WOO Printed in USA BuTyr.- Coum I y WLDifLqK%u.1a7 D-F-PARTMP-W A r)Donvf: FASTEN TO RIM PLATE,:TH 812X I IJZWODSCP S TABLE 2 Z3 d 1 VWMAX. SECT)ONWDTH FOOTING SIZE* rO, PIERIPOST SPACING (D.C.) PIER jaD ALLOWABLE SOL BEAMING PRIESSURE 1000 PSF 1500 PSF 20100 PSF S, '801 I I I r X 14" IrxIr Irx1T f 2410 IrxIF_ Is"x 14' IF x 12" IV 3013 24X Ir IrxIr IF X 14* 12' 3115 24F X 22' 1 r x I IF IWxW I F -F MAX. SECTION WIDTH FOOTING SIZ Ek PIERIPOST SPACIN3(O.C) PIER LOAD. ALLOWABLE SOIL BEARING PRIESSU14E 1000 PSF 1500 PSF 20)00 PSF Ir 2445 Ir x NY 1rXiS' 12"XIS' 3200 irx ar irx 2cr iw x is - MAX. 014 Sd NAILS AT 7 O.C. 4075 2r X 24" Ir X 27 IF X I 490 24X 29' 24' X 2T I Or tt SEE T ILE 2 0 (A FOR WIDTH AND LENGTH 'Foolling of otheir dimensions with equal or grossleir C4 t 4 MAX. STEEL FRAME MAILS Mouth Contact wft may be used. R A.. 0 < SEE END : : -7- P (YEA IFY SPACING ON TYPICAL INTERIOR PIER & U I_ HOUSE) A 14 PLATE 2X49ASEPLATE. FASTENTO < 0 WALL METHOD3 CA SILLANCHOM : : RIM PLATE WITH #12 X r WOOD A TABLE Q Concrete Bbck Without Coll Grout SCA EWS AT I V 0. C. MAX. P 0 Z MATING LINE 31* -Er M". Note: 0 El IS' r MIN. 04 _-MIN. 3111' PLY`WC1uODX TWIDE R 0 A 1. Check maximum pler capacity with metal pier manufacturer. STR III ON 7 X 30 GA STRAV A 9 SEE TYPICAL I Double Wide FASTEN TO BASE PLATE AND 0 0 END WALL TYPICAL MATING Ll- NOTCHFOA : : EMWA SILL PLATE WITH 2 - So NAILS FOUNDATION I I ANCHOR DOLT AT T D.C. MAX, (I- D.C. MAX. V With Offset WHERE MEOLIME*,, FOR 21 PSF WIND) A a .8 40OFFSET10- 2 X TREATED SILL PLATE L '[SEE NOTES ANCHOR DOLT I*ID21 SHEET ----------------J--------- -------------- TITLF: U. -------------------- ----------------- STEM WALL (TYPICAL) MANUFACTURED HOME SICIEWALL SILL ANCHORS 111T SEE F LOOM PLAN FOR P"OPPMETAP(Y AND CONFIDENnAll. FOUNDATION SYSTEM OF Interior Pier Details I CIA MOLTS AT W-11' 0 C MAX Opt LOC, ON., INTRY ALTERNATE 93 These diawngs wis spialcoom we SIMPSONMAS AT W-VO.C. MAX. DOOR orignal. gurgietary, aDrildenliall malonae; of By Frjnk NO. FEY. SEE FLOOR PLAN FOR LENGTH OF HOUSE Floor to Stem Wall Connection Fleetw*d tophsesinc. Cspjnght620k4C QW -T MAX.) by Fleetwood Enterprises Inc. Oustilro-26-tvi MHIC 401 100.4.062 WOO Printed in USA BuTyr.- Coum I y WLDifLqK%u.1a7 D-F-PARTMP-W A r)Donvf: FASTEN TO RIM PLATE,:TH 812X I IJZWODSCP S RIM Z3 d No. M65 rO, A - D.C. MAX., ON a T 10 I - PL IN. 2X4 ATE FASTENEDTORM xp NAILS AT 3- D.C. MAX. (I O.C. PLATE AND SILL MA,X. FOR 25 PSF WIND) PLATE WITH led #12 X I V 7 WOOD SCREWS INTO SILL PLATE AT I IF 0. C. NAILSATTO.C. MAX. l 0C. MAX. MAX. 014 Sd NAILS AT 7 O.C. FOR 25 PSF WIND) MAX.(I-O.C.MkX. FOR 25 0 PSF WIND) 2 X TREATED SILL W1 0 0 4*:q PLATE 2 X TREATED SILL PLATE ANCHOR DOLT ANCHOR DOLT STEM WALL STOM WALL (TYPICAL) (TYPICAL) S_ 94 E Z '.) I A $ ALTERNATE #1 ALTERNATE #2 Z W 0 cn 1:� 0 0i Floor Stem Wall Connection Floor Stem Wall 1= r to to Conniection K Z fe 0 < ao tt SEE T ILE 2 0 (A FOR WIDTH AND LENGTH 'Foolling of otheir dimensions with equal or grossleir C4 t 4 MAX. STEEL FRAME MAILS Mouth Contact wft may be used. R A.. 0 < SEE END : : -7- P (YEA IFY SPACING ON TYPICAL INTERIOR PIER & U I_ HOUSE) A 14 PLATE 2X49ASEPLATE. FASTENTO < 0 WALL METHOD3 CA SILLANCHOM : : RIM PLATE WITH #12 X r WOOD A TABLE Q Concrete Bbck Without Coll Grout SCA EWS AT I V 0. C. MAX. P 0 Z MATING LINE 31* -Er M". Note: 0 El IS' r MIN. 04 _-MIN. 3111' PLY`WC1uODX TWIDE R 0 A 1. Check maximum pler capacity with metal pier manufacturer. STR III ON 7 X 30 GA STRAV A 9 SEE TYPICAL I Double Wide FASTEN TO BASE PLATE AND 0 0 END WALL TYPICAL MATING Ll- NOTCHFOA : : EMWA SILL PLATE WITH 2 - So NAILS FOUNDATION I I ANCHOR DOLT AT T D.C. MAX, (I- D.C. MAX. V With Offset WHERE MEOLIME*,, FOR 21 PSF WIND) A a .8 40OFFSET10- 2 X TREATED SILL PLATE L '[SEE NOTES ANCHOR DOLT I*ID21 SHEET ----------------J--------- -------------- TITLF: U. -------------------- ----------------- STEM WALL (TYPICAL) MANUFACTURED HOME SICIEWALL SILL ANCHORS 111T SEE F LOOM PLAN FOR P"OPPMETAP(Y AND CONFIDENnAll. FOUNDATION SYSTEM OF Interior Pier Details I CIA MOLTS AT W-11' 0 C MAX Opt LOC, ON., INTRY ALTERNATE 93 These diawngs wis spialcoom we SIMPSONMAS AT W-VO.C. MAX. DOOR orignal. gurgietary, aDrildenliall malonae; of By Frjnk NO. FEY. SEE FLOOR PLAN FOR LENGTH OF HOUSE Floor to Stem Wall Connection Fleetw*d tophsesinc. Cspjnght620k4C QW -T MAX.) by Fleetwood Enterprises Inc. Oustilro-26-tvi MHIC 401 100.4.062 WOO Printed in USA BuTyr.- Coum I y WLDifLqK%u.1a7 D-F-PARTMP-W A r)Donvf: