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HomeMy WebLinkAbout069-150-048 'A V . y { C t; 13 �i -13 V � Lit r r - - y r �/� 3s'-5 . 46,41 i 66 r mq f 3i . 9 Va. � axga _�. ill a51 PG.6- CENTERLINE SUPPORTREQUIREMENTS DRAWNBY s ThiS a4EET IS TO BE INSFR?ED INTI , ` UPKEMEw To nEw iNSTAL4.�1Ta mAt�UAL FOR DAA: 03/03%2005 i 30ROOF ZONE SNOB!- LOAD. SEE ABOVE PRWT FOR LOAD- REQUIREMENTS AND LOCATIONS. 301 1�aof 1 1__ PR �,: r as � -28- 60 30K— zo —CATi1 7449—C7 'a Q SITE PLAN ------ -------------- . . . . .. . . . . - ----•• ............. ...... . • •. .......... --- s - - - . -- - - - - k \J % _ - . _ - -, __ __ _ _ _____ __ ........... __..................... _. ._ _ _._. .. ._ .. _. .. .. ... _ ._ _ _ .. ...._ _..... ____.. ....---------------- ---------- x _........_._• ............ a ................ .... ... . - . . -- L ;.....:._.---------------- • -- - -- - --............- - -- - - --- -- - -- . = - 4 _... — - -• . — .v - _ 4 ....:......v.__... __.. ............... _ _ _ _ _ ....... _. _._.. .. ----. -_ - ��; : : -. -- : = - -- ....:. _ .. • . - -- - - -- . :.. -. . . - . -- -------------- .. _ _ ------------- -------------------------- _---------.... - - - .... .. ..------ -------------_. /- I �f_ � ..._. -� _ .. ... _. .. .. .. ..__........ .. = / +` Y 6 .. U - Zi ti� .-.....__._ N.. 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Distance 3 .Distance 2 Distance 1. :tF (E1: ,..._._... y 1 1' tot, fC} .(8} (A) r w ...w._......w. 1 - Rid '8' i 1 qe sola t ' 1 �. �. • • • � Su ortsti• MOD LE FOOTING WIDTH SPACING 40 71�- 12'•10" V-0" I ••5000. 13'•10" 5'-0" 14'-10" 5'-0" 15'-10" 4'-6" I Min,at 4000 tAik114"Ortw Ptn} " V i • �1 • ,�, J•lt •• • • • • •i a w !mow .+r •• iL s ; • • • •. 1 i.. Powed in Plate Cont, Fitt 12 .. • .,.;•.�,. . Cone. . • 0 • . • : • i;�.wwt.. :;. 44to When 6" Deep 1 t -i No..of18".dfaln�x A.B. .W/�"' x 2".x311t"1Naaher• * • � • ooNa� olelf•tor. eei! as.& 1000. 1500 Ago j4W%.*Vt0 irlltp,,tD �N 40 E.:. D 50 T:: ' I ••5000. i • f 42 • 24 s . 11•:1. .. , . Fla. • • ••. • .•yettee.see Chart . • • . . • '{yp . <; • • • •• Continuous Footlnq ti = .. .. is Used 1 No oat E svpa0tb Mar Neve To Hove 1,2 : " ►/ Or S Plots w/4 X4 Depa Ino0+" Lead �D w pp .. :. SO 8q. Vort;sw--Sae Chari. 80 N 40 • k•li`x i a o 1 I •• See Chart01 1 t. tc Aaund " AIt.24a hound t t, !6 �4 �. . A 12 CaAf l x 8 Alt. 12 Wide Jt 6' •, i . ,,.. i 1 'i Deep mous Qiep Conttnuou: ee><ofeta 1 tPataitel IN/Chaisls (Parallel w/Chosen Plot W i :l Z-Beoml4/2-04ts S•Beamjw/2«#4�s N t w 1 otstaaee .12.:' :°:j.l, B 'AIM A. -LT. CHASSIS AND RIDGE BEAM SUPPORTS SECTION Dw.q MULTIPLE RIDGE BEAM SUPPORTS Distance '10. Distance 9 Distanoi Distance s T , i AO l i�L net.;. ntss. nts. . � I ` � � _ �i:Ja i• h�. itis tGt I � �• w .� I e I existing t ief.sidinp ' $d's 8 Gl i.e. t .. 1 . �... l ...w"'-.... Ptoordotst N(�l n. Ho�13 �tiy .toll{ �M o Efidwall Anchor 8 ", 1 I sits. e d at 6 O.C. Floor 140111. � • ' .. Rldgal: beans ! See Endwa!! Anchor Boit v7 t Su rti- A ! a � • pP4 '.. «.,.r.w .w. of R7t.i6" ft. -•°-� ---•• For Number Of Bolts Trim«»•• --.w..... ., . See`.Cha[t ' w sa o! s"oc. P. Along End alt (� t I feta tntalt 7Me" (Min.) 2x4 81k1q• (When Necesso2l «C Peirlm I' Nal! to Rim Jolst w/isd or 18 O.C. P1y'wd. '. 6 min Gd,.e. • .......... Hardboard or Netdiperatel. , • star Of. . � IGt!'s 8.1 • I' Cpt. 318" 1111111.1 APA Rated .. 8x4'rop Plate Natt to�8ik'Q. or ••"'" •' Double YJtde ! Rim gout ,"tied at is ac. ( i I W , tri. . ': { , ' • • �:: ,•: P:w d. sheathing " tad s tGatv.) � 92" �.e. "-"""'-•s• •2 x 4 Pressure Treated Foundation Grade �. ij Mall w/ea s Q 8" O.C. Eftes Pawrwatl -2x4 s of is o.C. Sri's {GaJv.) ®► 6" O.C. J Lumber, O.�OIiE}IE (See Presa.Treated Lumber Notes) w t� & 12 O.C. geld S!8 o x 10 A.U. at 8' • 0 O.C. x t0" !� A.S. IN •t �• W12"xrx3nr watlter 518" (Studs at t6 oc.) t ! F on :Rsadr Unit# Typical -chassis Supporta- 8:4 P.T. IL 2"x 2"x 3118" Washer, y >4tust Hal.'Pisrsr Ptaoed . . A :Sail •Ditoil: j I ti }, ,�....- ooltastem'Wait,opt.H$e x t i Within -9-0" Of ' •Elddwr;tl: ..:..=...w.. �' �: Cul 2"011 elm. of trxtsliV 8141119 and instal! Z Dor fill Wood ~ j i s „ Trine. lienal! Well of 5 0.0. t, UNLESS SIDING IS HELD eACK (See Conerol Notaft) � . .. 'Vent �•---�, ..•� �', r,ir.ww-.�..•w.. •www"wit»wr�M�r:..ri.rrwrwrwr•iw�rr.iiir'i3. y«, : • .ww•r...w•rw•..••A•.rwr.w....a•�wwr•w.•,•"wwrwrww»w.;www'•-rwr. w:ws`w.wr►.wrrrw wr.i••►w.rwwr irr.wr•r..... w.w.p.�r......w..wr_w. w.• .... ..w..w_w. .... �___.. _...._.' ..J Placement . •. . wft-0 •�at Corners -• Typical STANDARD OPTION BACKFILL OPTION Etna al A : . w nobs" 8ot3: Varies Sidewai Anotle t3oltstt w•w•-•-• Provide Ventilation Of ,! . + „ Bee Endwati Anchor Bolt : �,,,;. ' : ' Set 1/2 it t0 A:S: at Varies i $ . Ft. Per Each 50 Chart For Number Of Botts offset ay Nat ' .:1,,: ... • ShQII•oai. �max.t Sq. Ft. Of Underfloor; SIDEIWALL CLOSURE OPTIONS Req/d: Along Endwati :Oceur.0epsfi'din4:On Modals .. ' t0iftie!' May Or May Not Area Occur De endin 'On Modiit ' r Fddhdai coil `:P1Ctn: =is I~0 :As z� .aoxxzatxAc LAp xcxl � IS TO 8F INSTALLED. ON THE FOUNOATZCIIat1"t+t00PONY .ifAL,L _FRAMING AN t}[Vi?Till�l,':I' OF MtI1IMgM AP rlo t3 8 A Roott 1. / aide �� .� t;rltln sir .Tri. �ae� � �INit# t P �si�EAT�G i 'o mos Flee Lotti • f . ,4/ . t»� :SHALL tt`IRST eE �• INSTA1bLSD :jam �*TM AND ASLTENBD• TgDS .._ _ 0. lEiOWGi • YN' THE - •1AILS -'T7rer r'W' . sari ,.�� . :r POO" �y��y�/�. ::: T::• , ,O'� E • tial• e 'D: •s . ,tOV . I. �� AI13 I:�R•.iw O' s� >; ifi N AL B iNSTA1rS,tr`.D� ,. L� NTIRo ` _ , _.. in1Ai,L. " IFnd.lteed , . ... ......... .... ... . .< . ..... .._. . -� . : ... tentna : :...., ... ::,,r,.z..• : •...• .: :... o.G e e >Z : ... .. :. e f AT AT•LIwIFt� HOMES OVBR � _ , , rrww•nr� Petri InI 7116- (IWn ..,- • r�•. •: . ; ,, . , .. •, , . ' .. » SO FF.B'i' 11+1 LEN SLI•�ATS Phut Hatdbo► d. std of d, Jit4 Tor PlotetNoriw/It;e oll6 4C - d tt a !G :: ... . - • - i 811•. oew.t tear ora �ct►te � sVt6 t< 'sol' ' • : :End Watt Anchor Both for�Witld loading:. •• � .. o are ! , -:.:.r.: • :. NO , Por�riron lit4, of le oC. �TS(DB FACB OF STtJDS OR PRESSURE TREATED �0 M�ti EXP. c and'Ra ..._.�.. , P� lIVNnf APA Reed of .8naHrf0 dts '' : Pty wd. aheathito •. • t. :114 Ax ata Platt 811•. last a a• o t:. I • M. ER1.AY T1� SXTBRTOR SWOX 10- A.s. & 2 Leas Than 35 Ridge Seam toads And Ofstanins To 5u r3 Loc�altions Are Obtained t•rom N.n wred s 0 4 0.0. Edon Done. ittn► watt, AIi. KGsi• � ., x 4 Pressure Treated Foundation Grd. Lumber 0.401iili LUMBER NOTES • PSF •.: f - .�' B©ARD SLIDING} VI1Tfi 3iB" z x z tc 3118" wake . a< 1x oa dotep tS Pre T d L•u be et j Where lumber it, out after trafinent .the • c • e � surface shall be brush-Coated.With ith not` Iess than _ 3 percent solution of the :tains presort/ ative used -In the original treattittnt ' or -s N. be field treated In conformance •iriitli:A: •sMnit�• ' ' ` M4.80 using 416% solution of ntochtoropfnt copper naphthlinate cotitainia� a;inin.'ot.a •2°J•' copper metal, a -3%' solution of ACX CC/1` : types A. 8 or C or a' •!S% sotitio�t of 'FLAP or Length of�Home • No..of18".dfaln�x A.B. .W/�"' x 2".x311t"1Naaher• * • � • ooNa� olelf•tor. eei! as.& 1000. 1500 3 004 40 E.:. D 50 T:: ' 60 ••5000. 70 10 80.. 42 • 24 s . 7 000 ACC; or Creosote in conformance: with AWPA Ma>r.'$aactrie orAnctror soils tss� off o c: standard M4 -8t) paragraph 1.511. p P End Watt Anchor Bolts for tto`mf SnOwloads Over -Il VIVAnd to 80,PSF Max Rasteners snail be stainiess egel or hot-dlpped {a 911 v ni:ed. Hot ;dipped zinc eaalted nail= shalt be coated after; manufacture to .their final f including' pointing, heading a thridding car twisting, as applicable. Electro�alvanl:ed or mechanically plated nails or staples, and hat - dipped Bina -coated staples stidtt not be permitted. Stoptes, _ where permitted under this report, shalt be stainless 'sltiei types 304 and 315 as defined by the A)St • classificotlan Length : of Home No. of818".diafi1 10"•A.D. W/Z" x e 400; iNasher " ooNa� olelf•tor. eei! as.& 1000. 1500 3 004 40 E.:. D 50 : ,, 0 60 ••5000. 2• .x32 •20x'24 80 24 x36 • 24 s . 7 000 b s Gt 0 , Des Ef"dv+ra3.� •i..• . f ee as# nate m r t�tabsltStuds at 16 sot 'Che Manw9 walled Homs S n. Chart: '", �" AP RATED SHBATi1iN ?.0 , 1 „t;, • is t r8 O x 10 A.S. & `+ Rtfo, aon•LtWAen 16C.e. '2•x rx 3/te• Washer. tt Utedl " Ancttor9oJt f ... / AA1f . • Max.8patiin8 Of Ancil®r Bolts t+e��'� a» O.C; • , < ]ROWS OVER-401'&I�ENGT�!iWI�`S A ROOF SNOW LOAhliNG OVER 35•PREQUIRE 3 = 4 or'3 a 6 P.T.. SILL PLATi2S:N ..-RIDGE. SIAM SUPPORT ; ' FOOT- INd SIZE f • LOAD ooNa� olelf•tor. eei! as.& 1000. 1500 3 004 20" xx24" E.:. D A • 00 0 '24 s . 8 •x24 ••5000. 2• .x32 •20x'24 6.00.0 24 x36 • 24 s . 7 000 21 : 36 • 24 .2 _ 0,000 '. '' 32"X 31 24 x32. 9'002 36 •s • 24 x36.• 10 000 36 x40 28 36 11000 36 x44 301i3.6 ! 2 000 36 x46 32 x36 , RIDGE BEAM : SUPPORT LOCAICIONS REAR. F E.:. D C . s A Fl C. MODEL DIST. LOAD Allow. Soil aro. ltrie:an REAR L K' J I H a FRONT DIST. LOAD FTG See Ahchor`llott Chat • s•, r • t 1N1AQ. W/ 6d ®4 W.U. tChart For v Belo• �� •i�`:.: �.;. A� - : • For No. Of solo •m AT j 6LL CONTACTS. R Req d. • • .��.. a4 •bor Wrt.ot 46 a.i K Cat 2MOlt sotto* of U Used) Ells/.Sldtne And heti 4 Robot CetOt. I �eo or wood Tpi e I Wed of 4 0" , 186! Nop•ii STANDARD FOUNDATION -READY OPTION BACKFlL�FOUNDATION READYOPTION I ..... gt4llne Cattitot atdtne ••..t..wr.•,, floor Not9. Q rto•t dotes 4% 1Opt. 2 tat or wood ala _ A s.e Note Below (,ri ei 4"or. 0-2001 'i• »$ . A,totn to Cho � Ail. �i601 to • � ie elleoa Ittn+esr.ra * toe.T,s. ATWMHOMl3SOVER tminl 6 mtn.''"`�.F Q,d! 1 to ►Wut tl� Baa I" 7H8• iA(in. so It= M LENGLM $MATH .. P. ...-.-•-., Ir ..yt. ,a PAW" � s�v NrNNPtr � ileimbota"!orliffevstutoL ! i ' yt0-14.t P 2 i 4 Uo Plop AttatA K/t a la sus. Plytwd I Io x' t� •�• Q . opt. are• anthi APA Rated Ponysou-11.4•s of le"at» INSIPF. RACE OF STUDS OR • 0ly!< i e le". •• hosts d IMy wd. aheathtng t . t s 4 4t VJi Ptop t3RLAY TI�3 P. MRTOR 1 A hHt' it W'lt0a R>rdr Qi uvea WAWS ® e• o.0. tomes. coca st•rowoq,Au. Nc 8 " ' ear ! u•�9 e g *.&. ,4ow 0 Hitch rk 12" 9,0.1"1111 �•-.•t..••.,r•.,••r' „•A BOARD SIDIN4 WITH 3/8 s tea/�,�„ 2 x 4 Pretlwro Treated FOtindati0n Qrd. tumbcr OAO W # U) End era o x to pis. & x ser Ceabtwe,n NCO AI'A RATED SH$ATH)Ni3 24/0, � tdPliAIi6 ;�•, r a ! See Prea.Treated Lumber NotesitStuds -ot t6 1111.1 �� O L z x 2 x3118• wa ter+ : �' : f _ EJtI'� 1. MAIL W/ 6d 0 4" O.G. �� rorj°Zr 121 � f :' �... ' Q �,. f s•s An No of softs •. •r ,t AT ALL CONTACTS. i , 4 W "1 • t4 see tt as 48" � � cote ori eouont of Calif. wA.a ( it is.1, ugdP .�.... 0) State4- AM install ear a 11boa1Tttt) 4 Albor Coat.• ' N •�,,,, A1n0V WIN of 40-0. WMWANO mmmommagooloomm Y7 V STANDARD NON FOUNDATION' -READY OPTIO BACKFILL .NON FOUNDATION -READY OPTION � W w � U)o !: r. SECTION C -C l CLOSURE OPTIONS � . .old tExisfto iwarlor'smil • ,,� - +a R uu .... . • • i i ; rr" � ��il,_d v w.�r �% whir Sea V1 'b" LL• C itetdtlataNtWtr nit.0. � Ctatmr� �• ., . : r(Mta.}esalieu, 010I Ostai! l=hMim�LtNCloaaratb�-�•+ to m •., OYtsteMEttMelorelding GENERAL. NOTES ENGINE Ry. ��. ST'A'TE APPROVAL ., .... .. • 8+s Otasstall Closure .. Ostatt t THIS FOUNDATION PtLAN iS DESIGNED 70 8E '' ✓� • . simpson TPifO or Bgaat 8 »min. . " " N USED sio WITH MFG D. H ME: @� DRAWN ' tn8lCtlAn�horbolt •' � 4!i mos. ,g, 6"» �t4 ,� � • :„ a Its ><16. tL+C.r.�Aft.•>Kital Prix}-'lYe « . • Leasstlott * a . X10 A.B 111172 « s 12" fie MAKE: I 4 Vert. at �& o e.-- 2�lti� X .Rt: Wood Prod 0.40 04000r/AIa Co+�/P�tt� t -T. Pods( tiry. Pod) >$ .�. . ilial► optional min, r► MOOELs ��� StArttrPAarcmBOO9>t.BAOMB NA3LW/blOdA?SILL " � t 8MHer Frac ttr"om As COnOriti PIJ11RAttit4.19dAT' 0. 2. DESIGN LOAQSs , Ruutxflsi• ' • y' • 4 mt"' DaNrmtsnd sjr lrotrol 8fd'd, Ottlo n�} I FovrmAttOxt3YstaM T4eJ1T,'fHAIZDSAi+B1YCOD8„>li3S «.AUROM I'e; M "• ' ; ALTERNATE TO WOOD PYIQ:, AifaaO :. ' .•.. • .. ROOF LIVE OAC►. Rp ; P.Stf C►. 9 1FOE • •. «N �• + • rtny Pad, No erowt Required-8ea a •• •• i • • 4 • t(M•r • .• . ! 6 r FLOOR LIVE OAO PAF, . • • .• Deists This BMiN ' • s • w.wi..w .-•.✓, WIND LOADsr P.S,F ' � � r s3pB7BC1"1+0 3.8.94 NOTE. .. Cutr 08 Sottom of Ust{ng.81 ilnd _ '84 Ribar Cont. N •,�' CORIttiIClYON3tt0?!ta • . selsMtc zo : • la�yslAq Z tiM' R ReJ>alti Wldd'a et E"Q 'S4 Cont......_.... . -p �4 Rigor Yirl. at q8« 12 _ N �I'i When 6" Otey Continuolts , , . - 12 aC.tRetytd.Onl1► w/H.C,e. 0 8 /Z0 .orZ4 Round footing Is Used ' . 3. THIS FoUNDATt, N iS FOR PLACING MFVD, HOMES ' � '�� ®�' ArP�tavAtl�ttNOTAtrlgctRmaaltAi�oroaAt�te' none' 8titnwall} TM foottnps t3horm An Hone srt Hp.Cott��fq. CONSTRUCTED' / LtONGTUDINAL OR CROSS JOISTS. ` OF ���1�``", OMtBstOza3oRDMAnONUOtaRttgtM ateMot ..<.;,, W Eaoh ijtpa is AoceptaDti ' t r' :��: .. �1Pr�tic�usLssrA>13tr►alsrtrm� ..17 i • tA1Ri8 Wtdes<8 Oaep cottttitnetti Cono.Fip. 4. ALL CONC'RETP SHALL HAVE A COMPRESStVB �.. . ••. • .. :� flkaieotduto•aT. •;� Y`J' 9�4-2 2 • w/2••1►4�tjSTRENGTH OF 000 P.SL 1N xe DAYS. Ooattot>aldoeeiraadssrna�rOfoifedosit R•. ; STEEL PIER CONCRET9 BLOCK 6141111T� _ ' S. ' THIS FOU NDAT N PLAN M DESIGNED TO 8t: CONSTRUCTED ON A FAIRLY LEVEL SITE WITH NO ALT* SECTION A -A & C -C EXISTING sal. PROBLEM A•A SECTION B•B TYPICAL APPLICATIONS - o 8• MFG'D• HOME MAY BE SHIPPED FROM THE FACTORY aA � ".tee• o. e• STATE APPROVED (APPROVAL. *SPA 250•!1 WITH SIDING ctrl BACK s" AND t: BAR INSTALLED. ?JtterratrApftovel°.2&7ab ABESC'* h BEARING rm" D 7 FOUNpATIC•N C�lNTRACTOR SHALL Vl:Rit=Y AL1. DIMENSIONS 9 FORE CONSTRUCTING FOUNOATION. - I nt+s. 0!< ( SNlTl1 R