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Home My WebLink About066-370-036� �munnainopeonvninmoo�nmu moom|vwmo,m��onnv/umx000un�omman��oxmxa�mo auvva auumux ammo�vum uo vv,mmou� p|oaoo ��mn mis vmoo wxvn vvnevnvn o/wm,x iv ' oomo��xyvvhmmaovnue000nspo,mininommivmuwe�v,n0000umnvnu|exp|unauvn. ` � � ' ,�� `� ~~ ~� ` '�t_ � � � ' ' ` �°' �� . � �� ~�^_^— . ` ` ' Dam |n�po�m, �� ~ ' ................ ..... . ...... ....... ............... I .� i � ,.�. I c is I� 1 �, �i �� i j s ,, �` � c "�` td C-, C3 bH C C'3 zH tt O V, Cl W Is Z his set of Plarls and Bp*cMOSUonMWrM kept on tha job at a,-, times and It is unlawful to make any changes or alteratAons on name without written permission from the Dqpextment of pub,113 Wrwks. Catmty CC ru"a. -lz— )O,Acx---bs IIOTr An 7 ja6t�wj3 jP & _jp Sh&U Be T t -ices and :Fr.qk, ofar tL., 6 pied, se a Meoh&UWS; 's Ur Ockaes and Uw If WOO&I 390ft"' Ooft' lqeW 49 y MAN (A r-Acx4a,4lb 140MC c, -C.—STRY CAUF. M :7 c�7,�o � F�V Date all 4 co 4 " T, rl ALL ST2T PIUt-:.TU-�71 AND q ET EO�Ve A CLE -AR, ND -E FORt,2FT-EAV UE .C" Wwt-:"% -5LPTIL- 6q676M WIL-L C-kprER. 13(.,q0 Niv\:SHEW Rl*b(2E X'4 - A,?* 066-370-036 SCALE 1 qO I� I! r. Varies ». Si' Max. food rF•n loom tl chosolt I 1/. As Shown t . „ • „ Typical Sidewal � AnC Molts' Mil". s ' �'• f Mtrfttt 11 It 24 (r(t1n.) , f 1 Set i/21 • x IOA.D. at � r1.a M.,I1.a rip. awthole within 20 Of mbing C 0. A stern ' i.:i�if rr I C.O. egation Me ---•-- •--_.._-•.r....r-...r.-.r.._...w_.r_r.r-_.--rw_-. wrr-...wr.-_... _r,w-__--r-w .r ..r,.•_ -r .r� " • r. ,��, - • FMA Apttwfl Fwn1•Ibnf. Rim %bl swl••ef••e.e. 1 t 1 t.1 rt•11 Tr �" ^► 'l' " �Ift•I Anit.!•b1 Meta ride R•t•e t + CNr1•ttlM b RWM Jre / MU. 01 40000 f t • I I !I' CMtth ONN1 14461141 is" S/ix C A.11. i I sect Mln.roaA. i.hlclM►lllli• r DETAIL I M un. V4 Drive Pin) L SEE DETAL Motel Pier R•itix �X4"A.i. 12" min. y " A I i MIR. •14000 I 14 Drift Fin) n.l.t. _ Otatanee • Dhhnio Olstonee 4 0lotante Dletfrtltle 2 Distttrtoo 1 b6iiail Anebw Bolts • '� 1 + l (F (E) (0) (C 1 (D 1 (A) I See Endwall Anchor Dolt ChoH w - - - • •• For Number Of Bolts Ro Its. " •. j ..• . . .. � FV, t1ul,Iber til � •� A. �•� I r•�t•�� • � i .• • �f . � . IF w I�r/1 rl•11 C•�K.-.00, 7A AI Endwell .rt.1 1- 41's Wh•n s o••F Cher, - - Along • . .. . , Vii"'to Verse s•� c : •''• FII. •, • •., �! ' Q•nfinuwt Feelinr .��t• • • 1 • • , . , ,. •- I I I I I • T It U•ed11,1119111 t IV Witmer N•w To 11•a l,t IFT a ] pled 6/1 XI ONIMI»e0n Load ... • M • • > 1 -1 Ri Be" I 2O t---!•• cI1.Ft 20 IIIIt R.t�x31t • - 1 Sum t/• l A 4 RwM • I PPK I Alt. eta Rend « " » = •- f>• i 1 Sea Chart it. tris x e All. WIx• N t A i! •i of • sll - • - • Coo IMttwt Dtt Continuouss• " • F•rallel w CMN (i er •1 w/Ch•tth I I � it / .: > 1 I I i-s"M) w/=' i -/••in) w/2 -x4'1 . I i -� MULTIPLE RIDGE BEAM SUPPORTS . I L . I ALT. CHASSIS AND RIDGE SEAM SUPPORTS SECTION D D •.. \ II - C 11 1 C I I 1 n.t.:. i DI a 12 Mete"" 11 B Distanes 10 Dietente f Distant* a Olsten*• t I Hitch End n,t.t. n.t.t. . • s; . w L l I B J - •, (L) (K) - B (J) t I _ 3 I 1 f 1 319. r A'•.•.' rIMIP. POAS )CIN jolof 1 1 t ( t1 fo l ml ttf. tldlnl •--...,..,� •r "Is I 1: , I I • - » I I I fNN M•P1. - _.:--fit`• " I , • i -------- Ridge beam ------..__--. ----- - ------ l l.. Nell •1•. Alt: 7/164 (min.1 ' • I _ Supports- ----------- a •1 "o.e. " It•+ ttA't•Iwhln NIc•uerFl ------ SN Chert 1 field 1011.111 1/! (M�►1-••.,men t• nim Joist ./led of 16 o.e. PI wd. 6 ;min. 1 •� - . Soot 1 T• Plot Hall b [Ity. •r - 1 Neriboord All, Ste'l e Y j. _u..:: IGJ's Q I� •.A. • I I ( • AM R•►II rir'■I1,tMrfleMt .Rim Joist ■/iGd rt li"O.C. '<�,.; ,/"-r �: ,� > l 1 I Perimeter Of �`'� I N•n •t/rd •f s oc. ung » y--� 2 x 4 Pressure Treated Foundation Grads II C i C " t JIfA Lk:)rt e Ie, s. • ! Double wide III i io•c ri11d Nltywen • 21 1 •I 14 O.C. D r11 1 11/z"t.110"A.a..l t:"o.c. d1 ' :,•fv.�a 6'..s. Lumber, 0.40 9 (Seg Press. Treated Lumber NDttt) J - (Studs of It o.c.) i • 1 C• a SltmWII AII.MCi : A/•v►t 1 1 I B Typitol Chassis Supports 1 21 Fenn atlen Ready Units 0. See Oetaits 1� 1 AatUAt`c Note► •;Fly rJ6 12 I Must H [•lira Plated A ,. 11 1 - --- � e '-o ,. •. > _„ I i i .within 2�0 Ot 1 Cot t Otl Afln.•1 CtlttMt liflnr •n1 Intt•tl Z tier •r w•.d , ) t, ' i I I I Trim. plash v/1/ •I tf"o.C. � _ . _ 1 En �M Ile ` I 1 " UNLts1 SIDING 11 Me TACK Isis einttal Net$ Ntl d �' a.o1. vent .J I 1 1 • + Placement ------_----__.�.�r...�-. �.-_____-.�.��___�.�.__---.�_�..�.�_____-MWno._..�.-.o� STANDARD ,OPTION BACKFILL OPTION It Cornerswe. ------------------------------------------ ------------------- - --- -----J Typical ltiderrol Ant;Ilor bolts t Provide V*Milation 0 Endwell Anchor Doitat Set Irl s x ro A.D. at Voris$ I S,. Ft. Per Each ISOCLOSURE OPTIONS A Varies ,_ „ SIDEWALL See Endwell Anchor Dalt i 0 S.C. (max.) S4. Ft. Of Underfloor (Offset M Or Not (Offset May or Mgr Not D Area t s Chert For Number Of alts n.. . Ottur Depending On Model) Rs, !. Aler+s Endwell Ossnr Oopending On Model) ' This Foundation Pion Is For A IF IMIZONTAL t" STDIIIC 23 TO BE 2ItSTAt W CV M 1nOe1NDmw • � rl•« MTI. 1J's r4'.•. 14= PONY HALL FRA nCt AN Uttolr U MM OF MINIMUM 3/8 . AEA t•h tstiff•r IN" rior joist Double WideEl-Triple `Wide RATM SlMTHnVi, 24 0 >r amt, rrm az ❑ p �► / r � r IttSTALLEt AND rASTENED TO TIM S AND RATES As S L STUDS lIONN IBI T11Lr DETAIts ti «Mood trim - -. _ t`F,ict'�[�i. SA,I'S1 c1csA►�i div?. SttT�►LL BE I�?nLG1� O3 YiiS hGRYME.TE'R •: _- _ 4444_: _ . .: _ _4444.. _,_. ,;_ : - . _ : -___ r y. r U 'DATION PL.Aiv /n1.Rt•1 P'OUttDATION HALL. rd N esp. ` I Chesil$ ' mid.) G rt►i ' t►1 •I lt''ex. _ AT ALL MF(iD HONES OVER N.T.S. �T-•-•----g,l >at .. _ t O FEET fie LENC13'I I. =HEATH Pt wd. • • FNN Attt111 111"1111t►1 NIrt1►••r1 AN N/t (MM►) t • 1 tet Plot Heft ntd •1 it"o.e. S i�;rr�u�� I>r... �x•Trt, n 1e w IW • APA R•ffi r�r■1. M•IhNlt i ►eMFtt•n-t • re @111"06- INSIDE DACE Oh:i11D:Olt Adv s � t,'.. till ►loll Y THE EXTERIOR 'W�-) 4 *0, Niel r/t1 •t 1 �t.utea I 114 Rr. _ IINDERLA � �` 2 x Pressure Treated FountiatiM Ori Lumber Q'}0 Well, All. M.C.N. » l • M A et e Deem Loads And Distances 'fir Support Losetlens Are Obtained Frim •t „ u •JJ.ne11 tem. tum e , 1. HARDBOARD SIDING WTTH 3R PRESSURE TREATED Ridge L Piro It M •06e.«..r' ler:,1•wKL 4 :... (See Fret's. Treated Lumber Nlotet)(Studt at 16 0.0.) e LUMBER NOTES Where lumber is cut atter treatment, the out surface shall be brush -coated with not less than 3 percent solution of the some preserv- atiw wed in the original treatment• or shell be field treated in conformance with AWA slandaid M4-40 using a 5% solution of pentachlorophenol, topper nsphthenots containing a min. of a 2% topper metal, a 3% selution of ACA, CCA tr es A, 1111 or C, or a lay. solution of FCAP or ACC's or creosote In sonformance with AWPA standard M4-10 paragraph 1.5II. Fasteners shell be stalnlostl steel or hot -dipped galvanized. Met -dipped zinc -coated nails shall be coated after manufacture to their final form, Including pointing, heading, threading or twisting, as appllcobie. Electrogalvanized or mechanically plated nails or staples, and hot - dipped zine -coated staples shall not be permitted. Staples, where permitted under this report, shall be stainless steel types 304 and 316 ss defined by the AISI classification. RIDGE BEAM SUPPORT FOOTING SIZE ENDWALL ANCHOR* SOLTS, ••nor flet for.tell s.► 1000 1500 ' UNIT LENGT4 NO, OF 1/2" 0 x lu" A.B. 12sox 24" 4 000 REQ'D. ALONG ENDWALL D x 24 Up to 40'-0" 6 20 x24 40'-1" to 80'-0" s W T 000 28"x 36 d„ 50'-i" to W-00 8 - a 56'-1" to 60'•0" 8 24 if06 10,000 36 x40 .-28"136" 60'-1" to 67'-0" IO 30 x36 12 000 1 36 x 4a u Up to 40' • 0" 9 40'-1" to 50'-0" ll `et 501-10 to 561-00 12 ! 0 56'-1" to 60'-0" 15° i 60'-1" to 6T' -O" 15 ? RIDGE BEAM SUPPORT FOOTING SIZE LOAD ••nor flet for.tell s.► 1000 1500 000 20"lit 24 s 12sox 24" 4 000 .24"241- D x 24 5,000 94"- 32 20 x24 4,000 247-36" 24 s . T 000 28"x 36 2 000. 32"x 36 24"02" 000 36"10- 24 if06 10,000 36 x40 .-28"136" 11,000 36 x 44 30 x36 12 000 1 36 x 4a 32 x 36 The Manufoctured Home $pan Chart. wz•t I f1+'A.r• --"1 R.►« C.n'1•iw.rn N.c.N. APA RATED SHEAT ru14G 24/0, P +I tit 1 ~�. I 1 to Artow sell ew Is used) . 1 NAIL W16d 4" O.C. sof /+►F 12 4 �/Jt. ' !DC!' � ,00h �� K � • ; . On Per ft 01 It" . AT ALL CONTACTS. plug BOIL •i Rose? vlrl.•I11"0.C•IWhen11.E-1. eel et $*"MM of Cool l. used) IIh1. f /Mt AM f•M i Rt1•t C•n l• •• M MeetFood. Ise, 11914 oil STANDARD FOUNDATION- READY OPTION BACKFILL. FOUNDATION - READY OPTION - t11f hlttNr 111 FI••r MII'1, t • � � II••r J•isi IJ'1 {,'... M M woof ft bn w N•1• below • " AI 1/16" 11 of / •0. .+-- t • NI►y. •1 �...c. Mt•ch N chi t. t Msm• t «/t i•l0 S.T.S.OMES OVER 6 min. � � 9 4X best. 6 Dist. S Dlat. +1 Dlit. 3 Dist. 2 Ditto.! u n n •.f» AT ALL MTCI'D H min) "� tr�llflrr SIA F �---•- a M •R -_ . 0 FEET IPI LENGTH. SHEATH P. i:-----srrl� �.�.:: r�ejeu t, tcslr M� Mlstr �. Fie 1 el tot Imm.1 • • s :. + N / A 1 r E D C' D� 1 N•NNMI Am 3/1 IMKI t 11 1q ►Ills Ali•tn •i1 s 10 RT./, 1 M� / 1 f f • 1 A r.O• 1 INSIDE DACE Of STUDS Olt Plr wd. � �.,-- ► r 1110. 'a ," APA MITI Ft,'rl. MNfAMi ►1n,r111• f / / s 11 II 0 C. D�, lJ•,u.V)l It •I. (A T � �(� 1(/ �� i'j• NIN w/ It n 1"ode.94"Is , 111 1lt: rn r1•If UNDERLAY THE EXTMUOR AJ', (JAW) d tt... a !� �•• It of 11 •.C.rl•N C•»I• $Ism Well, Ail. N.C•t. HARDBOARD SIDINO WITH 3/= i.,ptA 2 x 4 Pressure Treated Foundation Grd. Lumber, Oo4O 0 0 Hitch tt N d••e. , •r .1-.J/ Robot C•n% When KC.N tit d►IUL t.•. _deme 0 16 . 0 12 blot 1 blot 10 Oitt. ! Dista a Dist i : 1 ATA RATED SHEATHING 2410, sr r (Sou Press, Treated Lumber Notes)(Studs t o.c ) is 1 t 1 End 1/1 sWA•N. Isus•d) Gant* ext EXT. 1. NAn W1 AA 4 O.C. ` 1 k� + '. f �L y�.Ks..... J I H� � G• , -n..� N�► A»•ha sell elM+t tr i .t � stl,�r� 14 , • .. 4 u+lf 1 • _.. - below For N•. N N•Ift L AT ALL CONTACTS. weds 1f • fir It E3 E3 E3 ❑ rat (N dQ1.Ll 1 ew t If rNNM1 t1ht. � r .N 1e f • 1 . � iNMt � In1un it ter w IIfN * I w�seY » �.cTi. ti u. s d� _ I MMN ■/•1 of•C 1 •. , 1 1 Re1•r C•n9.' r 4 • STANDARD NON FOUNDATION -READY OPTION BACKFILL NON FOUNDATION- READY OPTION "160 k r .. , G : • • .. , , : I Nj Qc -OPTIONS) c CENawAll clOSURE [NMenr [Nt•►l.r'eldlne - - - - ar Field MIHM I boo see • i ri... cl+•urli • o+ .n ' t 1 MM.) e•• port. BelowENGINES R STATE APPROVAL GENERAL NOTES • Held tR•re ct..nr• b.... . Nlrwr MNM [ IM e•• !tA•tstl CIN•r• ,, )Mrs �• L THIS FOUNDATION FLAN IG DESIGNED TO DE USED W.+r•N Per Lm%.# 'hu• : • !1« ell •+ A D•t•11 WITH MFG D. HOME wsoersretor+l• •dttwarslse ••st.r•. FESS1 efMr..R tree «ew.l . • �• .t toff. r"• s"• ts" Mlcr.lAn, t11ittst F�.ri- I ejRQ 03• N [oris A bar NN , t 4e msN. e'« t/=" t0" A,* " " • frT I!" 6tH MAKE �� Q �� MIAtM AND sArR*T COLE. N1tCTt0•• 1193/ 6rt.11rR K4 Vert. lit '..•.- x sl T'! 0•C z"s. sale Im wow M 0.40,,aPouAA OeNrvt its'•hlAfit Rte• Piet ntln, met. woe DnF ermilerinim Mq 1 omltm ONI�( MODEL) i & Wr1-10d A1• *til" fA ss wtNNl [NIH eNn w FTN Drs! t A• C.n•r•1r r 2. DESIGN LOADS= A r r R 0 V E C KATx AND 1.194 AT • e AsWa DN•rlRht•e (iMNt Ort 1 Q !tl•Rt? to CORMMtO►r5 No" tRtM x stn' ere. ) . « 't, (tALTVM?lt To WOOD IIADt A►•Ns : .• }; .. . • • ROOF Liv[ LOAb• . '1'hl�Il 2 R.f,F• : - s• , 13 ,•. i..r PN N• erslrN R -N• I! A �� FLOOR LIVE LOAD= F.S.F. 1 d f OWANIM at Nb IF. s • , . _ WIND LOAD:. rs.F >.w„ ■w' I..e ort «■►.n.tNa.�Nt~r s.:M OWN" .�»Ilrwse NOTE: r fin. t.• D•f•ll TM• gh.f►t t 4444.. »sof -. 4.444 fE ,!3 •. SEISMIC ZONES • �Xp.(h '� 4 R/tier C•nt. . * Stem of Covior»1. Cut t" OR bottom of Existing.Siding and • - » I=" M'tNn i" C•nNnlNw 3. THIS FOUNDATION IR FOR PLACING MFI Q HOMES Jf Cl�jj�. \! b"bil Z Sar i Renall Wled's at IN O.C: A4 Croft: - -,, r4 p•►sr Wrf, ref 4t Notei h it ' LONGITUDINAL OR CROSS JOISTS. h! Q� D•porwas ■ of a.«srM and t• -s. ay so Isom a+ O.C.(!!e LOnl w/N.C.11. 20 .urlA 111md +M+r CONSTRUCTED W/ lir Ct0 �' r N 12 rr CNN. F OF C�` M / ND TANaAR • • etelnw•I1) The FrMhrre et1••m An OrH•ne " F » n' , s 510►. o eosN>ti A s D! e A �. ` ALL CONCR[T[ !HALL HAVE A COMPRESSIVE [r•h e U Amptable. If. it Mild• N t D••F . TYt In STRENGTH OF 1000 Rt.l. IN !• fTAYe. �ent uwt CNN. Fig. . 1�1 , -414,$)� Onto w/ 2 E MER CONCRETE BLOCK - »• � STEL S. THIS FOUNDATbN PLAN Is DESIGNED t0 BE �--•------"*NOWN---- -- i .- CONSTRUCTED ON A FAIRLY LEVEL SITE WITH 10 2F EXISTING TOIL PROBLEMS. SPA NO. -------------- ALT. SECON A -A � C -C : TYPICAL APPLICATIONSATINS TE FACTORYSECTION A A S ECTION B B e. MFG•D. HOME MAY bE SH�Eo FROM ►sflN Men A - xOwl htgDlr+ee - SIDING C RACK 2" AND 2 BAR INSTALLED, ILL& 6TAT� APPROVED (APPROVAL. SPA �I11SSO 1) WITH slo CUT . AGES0 C BEARING PAD 7. • FOUNOATt.l1 .�CONTRACTOR SHALL VERIFY ALL DIMENSIONS NEFCIRE CONSTRUCTING FOUNDATION. ' �m + .T On Per ft 01 It" . AT ALL CONTACTS. plug BOIL •i Rose? vlrl.•I11"0.C•IWhen11.E-1. eel et $*"MM of Cool l. used) IIh1. f /Mt AM f•M i Rt1•t C•n l• •• M MeetFood. Ise, 11914 oil STANDARD FOUNDATION- READY OPTION BACKFILL. FOUNDATION - READY OPTION - t11f hlttNr 111 FI••r MII'1, t • � � II••r J•isi IJ'1 {,'... M M woof ft bn w N•1• below • " AI 1/16" 11 of / •0. .+-- t • NI►y. •1 �...c. Mt•ch N chi t. t Msm• t «/t i•l0 S.T.S.OMES OVER 6 min. � � 9 4X best. 6 Dist. S Dlat. +1 Dlit. 3 Dist. 2 Ditto.! u n n •.f» AT ALL MTCI'D H min) "� tr�llflrr SIA F �---•- a M •R -_ . 0 FEET IPI LENGTH. SHEATH P. i:-----srrl� �.�.:: r�ejeu t, tcslr M� Mlstr �. Fie 1 el tot Imm.1 • • s :. + N / A 1 r E D C' D� 1 N•NNMI Am 3/1 IMKI t 11 1q ►Ills Ali•tn •i1 s 10 RT./, 1 M� / 1 f f • 1 A r.O• 1 INSIDE DACE Of STUDS Olt Plr wd. � �.,-- ► r 1110. 'a ," APA MITI Ft,'rl. MNfAMi ►1n,r111• f / / s 11 II 0 C. D�, lJ•,u.V)l It •I. (A T � �(� 1(/ �� i'j• NIN w/ It n 1"ode.94"Is , 111 1lt: rn r1•If UNDERLAY THE EXTMUOR AJ', (JAW) d tt... a !� �•• It of 11 •.C.rl•N C•»I• $Ism Well, Ail. N.C•t. HARDBOARD SIDINO WITH 3/= i.,ptA 2 x 4 Pressure Treated Foundation Grd. Lumber, Oo4O 0 0 Hitch tt N d••e. , •r .1-.J/ Robot C•n% When KC.N tit d►IUL t.•. _deme 0 16 . 0 12 blot 1 blot 10 Oitt. ! Dista a Dist i : 1 ATA RATED SHEATHING 2410, sr r (Sou Press, Treated Lumber Notes)(Studs t o.c ) is 1 t 1 End 1/1 sWA•N. Isus•d) Gant* ext EXT. 1. NAn W1 AA 4 O.C. ` 1 k� + '. f �L y�.Ks..... J I H� � G• , -n..� N�► A»•ha sell elM+t tr i .t � stl,�r� 14 , • .. 4 u+lf 1 • _.. - below For N•. N N•Ift L AT ALL CONTACTS. weds 1f • fir It E3 E3 E3 ❑ rat (N dQ1.Ll 1 ew t If rNNM1 t1ht. � r .N 1e f • 1 . � iNMt � In1un it ter w IIfN * I w�seY » �.cTi. ti u. s d� _ I MMN ■/•1 of•C 1 •. , 1 1 Re1•r C•n9.' r 4 • STANDARD NON FOUNDATION -READY OPTION BACKFILL NON FOUNDATION- READY OPTION "160 k r .. , G : • • .. , , : I Nj Qc -OPTIONS) c CENawAll clOSURE [NMenr [Nt•►l.r'eldlne - - - - ar Field MIHM I boo see • i ri... cl+•urli • o+ .n ' t 1 MM.) e•• port. BelowENGINES R STATE APPROVAL GENERAL NOTES • Held tR•re ct..nr• b.... . Nlrwr MNM [ IM e•• !tA•tstl CIN•r• ,, )Mrs �• L THIS FOUNDATION FLAN IG DESIGNED TO DE USED W.+r•N Per Lm%.# 'hu• : • !1« ell •+ A D•t•11 WITH MFG D. HOME wsoersretor+l• •dttwarslse ••st.r•. FESS1 efMr..R tree «ew.l . • �• .t toff. r"• s"• ts" Mlcr.lAn, t11ittst F�.ri- I ejRQ 03• N [oris A bar NN , t 4e msN. e'« t/=" t0" A,* " " • frT I!" 6tH MAKE �� Q �� MIAtM AND sArR*T COLE. N1tCTt0•• 1193/ 6rt.11rR K4 Vert. lit '..•.- x sl T'! 0•C z"s. sale Im wow M 0.40,,aPouAA OeNrvt its'•hlAfit Rte• Piet ntln, met. woe DnF ermilerinim Mq 1 omltm ONI�( MODEL) i & Wr1-10d A1• *til" fA ss wtNNl [NIH eNn w FTN Drs! t A• C.n•r•1r r 2. DESIGN LOADS= A r r R 0 V E C KATx AND 1.194 AT • e AsWa DN•rlRht•e (iMNt Ort 1 Q !tl•Rt? to CORMMtO►r5 No" tRtM x stn' ere. ) . « 't, (tALTVM?lt To WOOD IIADt A►•Ns : .• }; .. . • • ROOF Liv[ LOAb• . '1'hl�Il 2 R.f,F• : - s• , 13 ,•. i..r PN N• erslrN R -N• I! A �� FLOOR LIVE LOAD= F.S.F. 1 d f OWANIM at Nb IF. s • , . _ WIND LOAD:. rs.F >.w„ ■w' I..e ort «■►.n.tNa.�Nt~r s.:M OWN" .�»Ilrwse NOTE: r fin. t.• D•f•ll TM• gh.f►t t 4444.. »sof -. 4.444 fE ,!3 •. SEISMIC ZONES • �Xp.(h '� 4 R/tier C•nt. . * Stem of Covior»1. Cut t" OR bottom of Existing.Siding and • - » I=" M'tNn i" C•nNnlNw 3. 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