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030-100-012
ia �z 'box - alp, Up � / O0 Lobby Area a Office Office ' ADA Restroom G to Ramp NTE 2 Degree Slope Scale: 1/4 " = 1.0' A -t) ZGY�1 P Assessor's Parcel Number: Owner Name: 030-010-012 Steve and Cindy Lambert Address Number: Contact: 3159 Nelson Avenue, Oroville, CA 95965 Grant Hunsicker Property Manager, County of Butte 530-538-6934 �i II --------- L --j PA Butte County Building Division MANUFACTURED HOME SUPPORT DATA Owners narre: ffio`OM�,(5— C0rLrLV-ATr-0r-3 A.P.# Home Manufacturer: IS f:r- Manufacture —Year: C) 1-1 Modet Numbar / Name, W;X-r� �IYO .3 IF. W Width: I'L , Length: 6 o—ft) —(fQ FOOTINGS: Wood - pressure treated or foundation gradeN Qthar�,-[ I SUPPORTS, Concrete block f I Other:�c��L �V;7,46A-J FIrovide manufacturer's installation manual, support bloc),,ing requirements and state approved or engineered foundation or tie down systern specitIcations. Pier Footina Sizes and Locations Line 1 Piers: Snow Lcad: 7--Q-- Psf Minimum uize piers, X Snow Load requirements may ba obtained at Spacing maximum* --I orjcorr-e�& httpj/%ArAw.upsinte7ra.com/bufte/butte—cou,rity-I I Insert AP,;V, view snow load In lower right cornar. From ends maxfrnum� Line 2 Piers: Line 1,0penings: Minimum size piers: X I Minimum size ui--r: X[ Spacing maximum: Required at each side cf apenings over From ends rria4mum: Wide, Line 3 Roof Loads: Minimum sizapiers* Location (from, frcnt):' Minimum size piers: 1-ccation (continued): Line 4 Roof Loads: Minimum size piers: Location (frorr. front). Minimurn size piers- Locaflon (wiflnusd)� BUTTE COUNTY J��,Y, W TO 39VJ 30VdSGOW ZG9ZZLC9T6 st�.,Lo H I bo L__j g win iAIL A L_j I Pou" 0211 ��. c TAIL B OF C 21, a;(- pZS AND DETAILS FOR FOUNQ411ONS FOI? MODULAR BOILDINGS ..S jr� PRESSOW TREATED WOOD PADS'FOR n4f CHASSIS, BEAM :AND* PJDGE BEAM SLIPPQRTS.- APPROVED'PLASIX W-4RING PADS CAN . �N ptAcE OF, I oidp pADs. n4E or USED -HE - w - cRouNo. #:�o -PRINr OF. THE'ALASM - iR0MIVG'PAD,,`OR'ASSEM8LY Or. AADS., MUST 19E EQUA4.'' TO 'T K "GROUND FDOT PRINT - OF.. TIYE sprantb, Wow PAL)s: - 603 41" r, ` � ED ..PAD.5- �24 LE.-" SPECIn WOOD-FADSt 2�1"xl2w - P. , a4SE ER fl:ATE ro wfiw 1-'2'uXl2"ji24` -P.t* CROSS'.PAD, EOifiy&fNr. APOROVtD FLAS77C 110, OAD IS:- 1-24*x24�,`OR1�liw�247 BASE.AAPS KITH I lx24': 12 4c"c CROSS PAD. -srupp6Rt .'FOR - THE PLASTIC PADS CAN Bk- STEEUPIERS 'OR MASONARV, a.L6cKsl.*.. BUTTE -77 OUN"ll"Y NOTICE TO CONTRACTO R�' CR DIU E oft , DLY A REASONABLE EFFORT HAS BEEN MADE TO OffrAIN ALL pERjrINENT 01MENSIONS. HOWEVER, THE MANUFACTURER OF THE COMMERCIAL COACH CAN CONSTRUCT THE UNIT WITH* DIMENSIONS SLIGHTLY PIFFERENT FROM THOSE SHOWN HERON. zEjL PLATE . IT'S THE FOUNDATION. CONTRACTOR'S RESPONSIBIL17Y TO VERIFY DIMENSIONS. I.E. ACTUAL LENGTH AND WIDTH OF UNIT. CHASSIS SPACING AND RIDGE',MM SUPPORT LOCATIONS WHERE APPLICA(3LE A13=ER PLATE WHEN EARTH BEFORE CONSTRUCTING FOUNDATIONS. CE IS NOT CEjjj_1NTED EARTH LT THE �WOOD PADS FOR VERTICAL SUPPORTS SHOWN FOR PIACEMENT ON EARTH WITH A CROSS DRWES WHEN SOIL MINIMUM- BEARINQ VALUE OF. 1000 PSF. If THIS y OR CONDITIONS PRECLUDE UNIT IS PLACED' ON CONCRETE, ASPHALT OB OR rAjLLATioN PF EARTH AUGERS EARTH WITH A 13EARING VALUE OF 2000 pSF, VNDE T ,RlvFS CAN BE USED ON GREATER, USE 1-2 x12".x24" - P-TWOOD PAD. AspHALT SURFACES IN EACH METAL PIER. mDrrm -Padftc CwsulUng Engine 2007 CB.0 200 Od'Amm Ph. 916-944028 E0 39Vd 3ovdsaow z@9zztc9l6 ZO:60 60OZ/IT/EO 117 T CAL r-WA55Ie,,bUf*I*0KT LOC-ATIO14 0 YPI n VINU rrP. TIE DOW TYPE "!a M VETA(L A 2-2x12x24'fP.T. BASE PAP5 1.2xl2x24' P.T. CRO" PAD W1. 1.4gove MErAL FIER riE r)CxN Ll MOE 47" SEE vvAlL 15 [ 4 -typ. -TIE C>out4 1-0CATION 0 v ljppnRT PTA .................. ............... . ...... .......... . ........ . ................ LD C'4 603 STABUMR PLATE STRAP r Rear Aersco Pdo, 161*3 Aemb6r CROSS DFtlYc SntAP BUCKLE. XT1W, mu 7- rM ABESCOMO;3EL CROSS DRIVE MSH"'m ^%_jj/(SftM30', R001 'X, FOR coNVENWNCF- ANYMTrCM'8 AYPROVM ST . C3tOS& DRIVE. SUCH AS RU',wnumrrEDTc T CA EM, CAN BE USED TOP VIEW E c fS D'or Frome Tie. Down. AM GCP III* jjl"A'l"SiaTTMTMAU- BOLT is 603 D ANC Ofis Stra p 0 OLT 7-7 T PACIFIC CONSULTING ENGINEERS DATE: 2123/09 2150 BELL AVE., 014S SACRAMENTO CA. BSB38 Ph.916-5644028 FAX916-56"029 SHEET No. I of 2 Job No. D9-225 ModSpace Corporation County of Butte 2910 Ramco Street 2930 Nelson Avenue West Sacramento, CA 956911 Oroville, CA 95965 12 x 60 Commercial Modular VERTICAL DESIGN. Input Data; Code 2007 CBC Root Live Load: RI = 20 P&I Roof Dead Load: R4 = 10 psf Floor Live Load Ft = 50 psf Floor Dead Load Fd = 10 PSI Building Length: L = 60 ft. Building Modular Width:' W = 12 ft. Metal Pier load rating: P = Soil Bearing Prossure: (Asphalt Surfooe S < CALCULATIONS: Vertical Loads & Support Spacing Leads at Outside Support: Vo--(RI+Rd+FI+Fd)W/2) n 540 pif Max. Support Spacing: Spacing=PNo = 111.111(t.onc.c. ES 7 15 Off 10 39Vd 30Vdsaow Z09ZZZE916 ZO:6(3 60OZ/IT/Eo ----------- TIE DOWNS SHr=CT No. 2 OF 2 LATERAL DESIGN JOB No. 09-226 ModSpace Corporation 2910 Ramcc StrW West S3crwwn% CA 9"91 12 x 6o Commercial Modular Input Data: Code 2OD7 CBC Design Wind Pressure 85 mph exP. C P = 16.8 psf Seismic Load Factor Ss =1.5 Fa =1.4 $03 v-1,41 Site Class D V = 0216 W Simplified Design Method Roof Dead Load Rd = 10 psf Wall Dead Load Wd = 5 Pf Floor Dead Load: Fd z 10 psf Exterior Wall Heh9th Ht z 8 ft. Roof Heitoth: Rht = I ft. Buitelino LwVth: L = 60 ft. Building Width: W = 11.83 ft. Tie Down Working Load: Cross Drive Anchors W = 3,150 IVB CALCULATIONS: Wind Load: Vvv--P x (Rht + Ht) 1511.2 plf Seismic Load; VS=Sl X (Rd+Fd+Wd) 5.4 plf rie down Capacity. He --td x 1.33 x .707 2,962 lb's Seismic in Lougitudenat Direction: V long.= Vs x L 324 plf Seismic Controls No. of Tie Downs Required: T long. V xWYHc = 17and F1 Tie7d;A eac=h StLimic In Tronnerve Direction: V tran.=Vs x W = 63.882 pit Wind Controls No. of Tie Downs Required: T ttan.=( Vwx LYHc ZO 39Vd 30V8SCOW Z09ZZ/-6916 z0:60 600Z/Ti/EO -F-[T V, INSTALLATION A. Sing 1 a Crew S E- n two exper�-n�-:?o :zmmercial coach or mob I E? 10MR i nstal 1 ation Persornel 11 InstaT, ground anchors and arly componen-s which 1. �. nore ci;4icul t to ace aiter �he coach s n oos.ticn. �See ground anchor on �ge m c e d e 5 r a -a ,J 5 n a 6 roct carpent�r I s v9 il cng :hs r&mR. nr cc F , . ;. - 11 ;-- . - - 0 a c," I s rai sa vr ower : -i e n i n t a r r a 3 y e v e 1. 4 cm, -:r:,-,: ;o 7,� n I a n a r .9 t 2 and :.5 nnt y t 5 si :zs�n ij5., rs. �wo it ng -znL- 4orwaru and one i tne runring ;ear, an .3 r s t er a c e wo pisrc� under the xia.n ra ne -� r 5 n 0 . t n iorwarc ic the front scr-,ng ianq- other ait oi the rear 5pring hanger. F the thill -one 400t OT 5. PI.ace a pier under the main ra,-1 th a 4ront oi the coaan and anctner wi ihin one fnct Di rear ai the C-Oach. AdjLSt the pier heights to keep the 4rom !.ront to back. (See �ier :cacr apDroximatelY eYL �nsta..'ation instructions, page 6. lo%,e 16-ne lift iog ;,acks to .he tL* :-*a5sis Main rail ani llemeaz steps 4 and 5, 7. Ad.Just 4—ne pi eriheiqhtE to or -.ng --he ;.Iccr to a posi tion irc.n size to side as well as irzn: :z rear 4simg �he tarp2nt---P- on the ilccr- 9. Evenly space additional piers under the Cnassis m a I n rail a, interv@15 shown on draoing, page -10, 21 9. Adlust tlia ;inal height oi piers a% required to obtain iirm bearing and to obtain a final level of the ; I o o r Usina tne carpenter leyel , check front to rear, &dm 0-01J%Ty�i,J 3 �th e ;FW,C to side level at several point5 over the le coach This completes the leveling procedure. At A-'InTs' I t h 9 floor should be level and the walls should be plumb.' Al I doors and windows shoul d operate ;reely wi thout bi ndirig Minor adjustments o -f i nteri or and exterior doers may be necessary. A PP-? W�, V A CATE DA TE RAOCO APPROVED JUL 3 1 '94 AP 7- AU 'I'll 0- - RA D- 39VJ 30VdSGOW Z09ZZLE916 8T:CT BOOZ/BT/ZT - ------------------ 1-7177 7 P', T -TT T P P I P c or, r, ec t t h a i E down straps f rom the att'azhment points on the cmassis to the ground anchors In a: c or 0 an ce iij 4*h the mant!4 act arer s in5truct Ions, ObSeeye proper oni nq procedures :o avoi d di sturb - i; tme 1! eval oi- damag .41 g trie -Mach For 4�0 r D s :er� meteEr FQpper-,r- are requi rec T/Fr EIown :)n deO.�-,' 1 (Page 24) T h e s -3 m u -j t t Z I e d a t cr r i?c h e i ht n o r,� er t o cb t a n r m r n a uim i incl .31 e, --:r .-' :-,aA' sys� Ems and N. cak-up U t Y Con n ec t i n Pr c r a u r e z R EXPI RA7 R 'P A -C VAL -ICN D. T a DATE 'RADCO - . '-j lilt 7 AFFROYED APPIR-4VAL Nvo. rit'iv- LJ TY AWON APPROVED 90 30Vc� 30VdSCOW Z09ZZLE9TG BT:ET BOOZ/GT/ZT T -7 7 '77 7 T7 C & R PIER MFG. Sh"t 57 PacifConsufting Engineers ic 275 S. Rancho Ave. coiton, CA 92-324 caf cat= 2150 BELL AVENUE, SuiTE 145 19 June '97 SACRAMENTO, CA 95838 FAX (11,1909) 872-W9 (916) 564-ua,(916) 564,6029 TW ust�-,d ond APPrOved bY: 10 Aug. "00 BSK ASSOCIATES 1 043CUTI.DWG N" i . ................ V ------------------------ ------------------------- MANUFACTURED HOME SUPPORT PIER BSK Listing NUMber: 1002 Pier Capacity 6000 lbs (Based on tested ultimate load diVided by a factor of. safety Of 3) 2 1 DRAWING NOTES 2 1 P I er COV. See Sheet 3 Deta It 2 for Cap and Sheets 4 & 4 standaLrd for *tternate pier caps, 2 3/4' D I ameter x 51 ASTM A307 Threaded Rod 3 3/41 D I u. ASTM A307 Hex Nut, See Sheet 3 Details I & 2 for optional double nut. 5 4 3/4' x 10. GA. Fiat WoLsher welded to 1, 0, D4 x 0.. 660, x 3/4' ASTM A36.Tube Collar and welded 3 6 to formed aLngle Legs 7 5 L V x ASTM A36 steel formed angle tegs. See Pier Schedule for 10 gauge of ins. 6 1-3/41 x 13 GA. ASTH A36 stee t plate braces. See Pier Schedule for height and use of broLCLIS. 9 7 1-1/4' x 13 GA. ASTM A36 steel ptcL-te base strips. See Page 3 Detail 5. 8 Ell #12 x 11 Galv. setf-drtiting self-tappI119 screw or dr-Itt for Ell #10 x 1, Gaiv. t wood screw at 8 each corner, �5� Label, See Sheet 3 DetaL It 4. Y 4 J&BA20AYA*A?61tY SAMIPUA$ HEALTH AND &uETY CODE, DIVISION 13, PART 2 APPROVED SUBUCT TO CORRECTIONS NOTED ime Approval does not authorize or approve anY omission or devi "I'li"I"I'lliate I � i , � ff la�ws 0313. & STAM Of CALIFORNIA AND COMMUNrrY DEVE1,OPMENT MPAYMM OF HOUSING OF C AM S OF C MP NM -2- A0 AP -0 PIER S.CHEDULE AND ELEVATION X C4 T --------------------- PYIEN-SCHEDULE ----------------------- T --------- — --------------------------------------------- I Nominal. I Maximum I Actual. I Base I Brace I Leg I I Height I Height I Height I Width I Height I Angte I T- I I M I H I B I L . I Gauge I ---------- I ------- 1 6 1 8 1 5-1/2 1 7-1/4 1 Not Used 1 11 1 I--------- I --------- I -------- I -------- I ---------- I ------- I i 1 8 1 10 1 7-1/2 1 7-1/4 1 Not Used 1 11 1 I --------- I I I I IC 1 10 1 12 1 9-1/2 1 9-1/4 1 Not Used 1 11 1 I--------- I --------- I -------- I -------- I ---------- I ------- I 1 12 1 14 1 11-1/2 1 9-1/4 1 Not Used 1 11 1 ---------- I ------- 1 14 1 16 1'13-1/2 1 9-1A 1 Not Used 1 11 1 ---------- 1 16 1 is 1 15-1/2 1 11-1/4 1 Not Used 1 11 1 B! 1 18 1 20 1 17-1/2 1 11-1/4 1 Not Used 1 11 1 ---------- I ------- 1 20 1 22 1 19-1/2 1 11-1/4 1 Not Used 1 11 1 ---------- I ------- 1 22 1 24 1 21-1/2 1 11-1/4 1 Not Used 1 10 1 ---------- I ------- 1 24 1 26 1 23-1/2 1 11-1/4 1 11 1 10 1 1 --------- I --------- I -------- I -------- I ---------- I ------- 1 1 26 1 28 1 25-1/2 1 11-1/4 1 12 1 11 1 ---------- I ------- 1 28 1 30 1 27-1/2 1 11-1/4 1 13 1 11 1 I--------- I --------- I -------- I -------- I ---------- I ------- I . 1 30 1 32 1 29-1/2 1 11-1/4 1 14 1 11 1 ---------- I ------- 1 32 1 34 1 31-1/2 1 11-1/4 1 15 1 11 1 I--------- I --------- I -------- I -------- I ---------- I ------- I 1 34 1 36 1 33-1/2 1 11-1/4 1 16 1 11 1 ---------- I ------- 1 36 1 38 1 35-1/2 1 11-1/4 1 17 1 11 1 ---------- NOTEl At( dimensions are In Inches Shoot 2 or C & R PIER MFG. 275 S. Rancho Ave. Colton. CA 92324 1-800-443-0481 FAX (909) 872-6439 DOW 19 June '97 Usted and Appmved by Pm4ermd Construction Inspeclion4, Inc. 3 Oct '96 10 Aug. '00 DrawhW. 043CUTIM PIER S.CHEDULE AND ELEVATION X C4 T --------------------- PYIEN-SCHEDULE ----------------------- T --------- — --------------------------------------------- I Nominal. I Maximum I Actual. I Base I Brace I Leg I I Height I Height I Height I Width I Height I Angte I T- I I M I H I B I L . I Gauge I ---------- I ------- 1 6 1 8 1 5-1/2 1 7-1/4 1 Not Used 1 11 1 I--------- I --------- I -------- I -------- I ---------- I ------- I i 1 8 1 10 1 7-1/2 1 7-1/4 1 Not Used 1 11 1 I --------- I I I I IC 1 10 1 12 1 9-1/2 1 9-1/4 1 Not Used 1 11 1 I--------- I --------- I -------- I -------- I ---------- I ------- I 1 12 1 14 1 11-1/2 1 9-1/4 1 Not Used 1 11 1 ---------- I ------- 1 14 1 16 1'13-1/2 1 9-1A 1 Not Used 1 11 1 ---------- 1 16 1 is 1 15-1/2 1 11-1/4 1 Not Used 1 11 1 B! 1 18 1 20 1 17-1/2 1 11-1/4 1 Not Used 1 11 1 ---------- I ------- 1 20 1 22 1 19-1/2 1 11-1/4 1 Not Used 1 11 1 ---------- I ------- 1 22 1 24 1 21-1/2 1 11-1/4 1 Not Used 1 10 1 ---------- I ------- 1 24 1 26 1 23-1/2 1 11-1/4 1 11 1 10 1 1 --------- I --------- I -------- I -------- I ---------- I ------- 1 1 26 1 28 1 25-1/2 1 11-1/4 1 12 1 11 1 ---------- I ------- 1 28 1 30 1 27-1/2 1 11-1/4 1 13 1 11 1 I--------- I --------- I -------- I -------- I ---------- I ------- I . 1 30 1 32 1 29-1/2 1 11-1/4 1 14 1 11 1 ---------- I ------- 1 32 1 34 1 31-1/2 1 11-1/4 1 15 1 11 1 I--------- I --------- I -------- I -------- I ---------- I ------- I 1 34 1 36 1 33-1/2 1 11-1/4 1 16 1 11 1 ---------- I ------- 1 36 1 38 1 35-1/2 1 11-1/4 1 17 1 11 1 ---------- NOTEl At( dimensions are In Inches --- mrrxr�ik-' "' N lih� C & R PIER MFG. 275 S. Rancho Ave. 3 5 Dalm Colton, CA 92324 1-800-443-0481 FAX (90) 872-6439 19 June '97 Listed and Approved by: 8SK ASSOCIATFS RIK. 3 OCL 196 10 Aug. V 043WT3.DWG AL ILS 3 1/2* MA A A rf It NA I L HK L FILM PLAN 11 WL Winimurn SECTION A—A 31,C Dim Optional Bottom Nut As Required ... .... . . . -:3 1 /47 See Note 1/8 Below Optional Bottom'Nut NOM Weld lwxffi for 2t & 24C Stands am ELEVATION fog length of leg angleaverlop. All others ELEVATION are appro)L 1/2 of leg angle oiIedap. TOP COLLAR CONNECTION Wt to $We STANDARD CAP VAL r V-07 .1 1/4� 0 Of C� L 1—Z -0—,0i6 f' Min: Ic Max sorew Imation PLAN BRACE CONNECTION SCALE M %to NOT- Leg may be -7---1 flattened at end C & R PIER MFG, 1/4 to foclitate ease be stamped into Label is to Of Uxtation RSK Listing *1002 the base plate or use an Test 48002 applied label ELEVATION LABEL SCAM HMO LEG TO BASE CONNECTION Hw st, met C & R PIER MFG. 4 5 275 S. Rancho Ave. pacific Conwiting Engine" Colton, CA 92324 7 12159 BELL AVENUE, SUITE 145 1-800-443-0481 19 June 17 —6439 SAcPAmENTo, CA 95838 FAX 909 872 & R E R d MF FR A G 0 _ "' 92324 481 6439 4 P 75 S * n !E t CA C a 443 0 9( g!n7] FAX 909 87 564-4028,016) 564-6029 VAX)� tjst d a 0 ve Osted and A0 proved br. 6 SS SSO 13 T S kq- '60 -ASSOCIATES SK 0 j 43WT4..DWG LTERNATE PIER CAPS Steel Chassis Beam or Wbod Girder (Steel be= Shown) I/e Via. Hotat Typ- 2 -tt 3/4' Vim Threaded RDd C*4 Ua*mm length is 60 See Note 2 Sheet I :Tl/4L- Min Tp - /f Min. 01 #12 x I' Mm. Self—Tappirig Self 61MO mew Into wood or steel or #10 x I' Wm. 31ir Mh steel Plate wood screw � into wood, Perspective View 1 4 Not to Scale ALTERNATE FLAT CAP Scale. Half Size 3ler Dim Hol 0 Typ. Steel chassis beam 01 1 T 5/16- Min Typ. 3/4' Ma. Threaded Rod ma4knum leno Is 11r Min 6" Max See Woto'2 Sheet 1 1 3/4! 11 Min /* 31W Dim MaWma Solt Perspective View Not to Scale ALTERNATE CAP FOR BEAM Scale- Half Size C & R PIER MFG. 5 5 IDN Consufflng Enginesim 275 S. Rancho Ave� Colton, CA 92324 APaciffe .2150 BELL AVENUE, SUITE 145 1 1 —800-443-0481 19 June '97 SACRAMENTO. CA 95838 FAX (909) 872-6439 L (916) 564-6028.,(916) 564-6029 (W) RK Usted ond Approved by; 10 Aug- 00 BSK ASSOCIATES 043CU -DWG ALTERNATE PIER CAPS -3/e Dim Wo T$P- 3/4!' Dia. Neaded Rod 1351 OF C maegnum twoth See Note 2 Shed I sted ChOWS &M 6 2 1/44--0- Mi 4 11 CA. win. 31fr Dim Machine Batt .112 x 1* Min. Self—Drilling Perspective' View Wf-ToWvkg Screw -- Not to Scale 1 4 ALT. CAP FOR COLD ROLLED CHANNEL ",a SCALE: Half Size 3)V Dim Hole Tp�, 3/4" Dim Threaded Rod .0 Maximum length Is 5' See Note 2 Sheet 1 ZE Steel Chassis 8 earn <1 Oil 1— lit 1/4* Min Typ. 2 Mh 318r Dim Machine Soft 1 3/4* #t2 x I' Min. Self—Drilling Perspective View Se4f—Tq*g Screw Not to Scale 11 Gk Min. An ALT. CAP FOR HOT ROLLED CHANNEL SCALE: Half Size .1 , .:, - .. . '. _ . � ...!-.".i ....... ... .... � ... .. ......... . . . . .. . . .. .. . I - .::,.. .i-!--,I-,--!,�,-!---,I,!--,l--.� - " � . I . �,.%.... .. I , ,� . . 114 17.1.W %, , 7= � . . I ; � '.. , . ,;, .: I - " ... . . .*,.* ,4." ,.,. , . . - I . ,� I .1 I . . � . , ";"� .. . I . I , i , � , . . .1 � � . . . I I : .." , .. .. . . .. .. I - 711.1.7.l.l.l.*.l.l. 1. . I 11, -".*.",..,..,.,-* � . . ;. - . I , I , � - , ", "; ** , , Vit- - � �, . ,. . **"* ,� � � � , - , . - I . � .. . . � . � � � . I. .. - . . I .1. . . ,, � , w . W.. .'.7.V.'. ,; , " , . . . 1. , .. . I I � .1 � Lom . �, , ... ...., . . . � � ... . '. : . , . : '��. � � I _.l. .. ,I ... I ._.. .. I . . I . � I . ... .. - %.:.. ,�_ I.Y.,=.7. 71111 .....1.1 . , .-, *,�,-.-.-.-...- ,-.-, , - . , - .1: ; �� - I . . . :, I 1.1; ."... , , " - -.� . ........ ... ... I...... 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