Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Report (37)
d22G? s to A R O E L L 10570 SE Washington St Suite 212 It ENGINEERING, LLC Portland,OR 97216 STRUCTURAL ENGINEERING Tel. 503-254-6292 Fax.503-254-6761 LATERAL ANALYSIS May 23, 2016 RECEIVE D JUN 13 Z016 TIGARD Windwood Homes BCITYUILDINGOF DIVISIC3N Olson Woods, Lot 2, 12887 SW Parkdale Tigard, OR 97223 100 mph 3-Second Gust, Exposure B Seismic Category D 2012 IBC /2014 OSSC Dale Richards Windwood Construction 503-780-4375 Dale@WindwoodHomesNW.com Rowell Engineering PRoFE Project Number: � More, R-16-079 �4:' 5897P 1 fr d i 6oN 7fr r /# cfs 0, •22,1 . .,�, Ob r. Ro`8't" XP R : DEd. 31, /2 EXCLUSION OF LIABILITIES I.DISCLAIMER AND RELEASE BUYER HEREBY WAIVES,RELEASES AND RENOUNCES ALL WARRANTIES(EXPRESS OR IMPLIED),OBLIGATIONS,AND LIABILITIES OF ROWELL ENGINEERING AND ALL OTHER RIGHTS,CLAIMS AND REMEDIES AGAINST ROWELL ENGINEERING(EXPRESS OR IMPLIED)WITH RESPECT TO ANY NONCOMFORMITY,IMPROPER INSTALLATION, WORKMANSHIP OR MATERIALS. II.EXCLUSION OF CONSEOUENTIAL AND OTHER DAMAGES ROWELL ENGINEERING SHALL HAVE NO OBLIGATION OF LIABILITY,WHETHER ARISING IN CONTRACT (INCLUDING WARRANTY),TORT(INCLUDING ACTIVE,PASSIVE OR IMPUTED NEGLIGENCE)OR OTHERWISE,FOR LOSS OF USE,REVENUE OR PROFIT,OR FOR ANY OTHER INCEDENTAL OR CONSEQUENTIAL DAMAGES. III.THIS PRODUCT IS FOR A SINGLE USE ONLY AND IS NOT TO BE REUSED WITHOUT SPECIFIC AUTHORIZATION. Page 1 1 t F u '`i'11:'":',.1 N, 1 1111 iil li I Ili i � l !, r ; , _ � 1gilt ' __ ' i ` '1 al i f; i ` nom: $ - i (! 1t �� �i � 111 , III /', -I� _ 1 -_ X1i1 ;rte .y ' . ; Y y I } C 4+ i , _ �„ ! I Will- ill I I ' 44—_ • I l r=-.'''')oN- t-_--7.__-LE ,/,L,--ION IIROWELL t, __ e ,_ , p ENGINEERING, LLC , . .. , Page 2 . ..„ , . H.i;.,,,„,,,,,,H ; ;;;i';''; !I ; r, ;', 1 P 14 1, ,_...,&. , _, ,k k;___j11 ', ' ; 1 • ". I • • ' 1 • 71 ; : r-- !, , ''' -i, ft ; ' IH ' , 11. 1, , : : illt 11 ‘y. '-11` ; , • ; ', :, , -, .,.. .:- . ,-,..: , •...--! '. .,-L , , IT , 1 -:-- r/ ':1!1-\'` I f 11 II HI ' I 1 I III . 11 ' I Hi , 1 ; ; ; ; • ; 1 ; ; ,, 111 , , , „ 4 ;,, f,,,,,, i4, .. , 1 I H : 1 1 ' It: ' ' ' • I III,I1 ;I:"1!1::I , , ; ; t , t ; ;-71 . , . . . I ; tt I 1: ,•:I. . ' t i i I , ; , ' II I I t ".•I I t I 1:;1"t I ' II 1 I I 4,. . . . . ,... , . , . .' . , , . .. , /4- TION 7 f,s ROWELL It ENGINEERING,LLC , Page 3 , i „LI\ ,. ..., - ,`r"''''-'--------'•-• ' ' 7% ' .1',i-1 II II , ' , F a aama i ,T!-- - - --,..-••a-limo 0 Iii , , ••, .,, '••,,, ; 1 /--...-- , ,• ' , !, ',I ' 1., ,'1:, • , , : i , , ;\\ ',, •.!,!' , • , '‘. < X T 1 I ,, ! i i, i ,,,•,,J i ,, i,', ! r ., ,, , i: )4„,-,-------„4,,,,i , \ t-1.1 :11 _,-Lf_:,_1",:it--1TI„ : 1 , , i 'I'., [ii-711.- -'---- I,i. : i ii ii in' i•- 1 i ! i iii,._ _ -! i • ,i iiinfliii II;II liII:II 1,,,,,,, ----- .. . .,. I , w,gimis \, [ 1: H: , ; ll ,.,6; ••ME' Imi•iii 1011.1 p glom•/1 muol! rrr”,7 ' , , - 1 , :•, , C i , , , ; ',1 frm, , ' P I ! ' -7-."1 T , i ' i ' ' , • , '-, , ,--* ''''''''''''''''' ' 1 i N NI Pl > . 03 41 W 03 n • — 4 1" N " • N) /4. -10N R ROWELL ENGINEERING, LLC ( , ...; Page 4 r ,.,,... . :11. ... :,..--;,,,. . 4144,444'7 j1 --- ''-'-'-r- 1,! ,,,,,,, , 1,. 3 , 0 „ !,, L_,.._-,!,.,_1„,-,.: ,.. ,, ,r.„.. i,,.., ,!, , , 4..,. .__..,_,,,,e1. to (JJ , , ; , i , 1! „ , : . . i ; , !, --i HI , F i ,,r ! il,.. i 1., 1 1 1 1, : ; NIL 0 iv fowl.a;simil•;•,..;:p7i? 11,;lir=•;,$!..1.1, ilmni 7r i I ! 1 . ------- „ , 1 3 : ,. !,, i i i i . .. ---•—...!!!!!-,' '1 ,, : ii '!, !, , ',. ; 1 L,,111 IL.,i, ; -4. . . 1 : , ; ; ; ; : ,,,1: 1,,,:: : 1. 11 , : : : :, 11 , 1d 1, ;, : i 1,1 , 1„,11:. ,i .. ..: : , i 1 . ,_ .r. i :: .,...1„:......r.r 4 ia I: ,... ,..,.. .i. 1 ; 11 ; 11 IIIII1 Iliiifii" ' : , 1 1 1 : ; , ; 1 , , • ' !ji:1 ;j1 1 11:11I,1 I . ; '; i , :, ', : 1 —,; ', ; .: ', ; HI p.,1 ,;: •;:1;r1.,, ,11 ", < ' 1 cn ! : ;• 111 ;: , : : :: , , , , ; : ;„ 1 :1:',: H111:::: : ;1: : , ; ' ' ' ' ' , 1 1 ' ' : 1 , • • , , ,„ 1,, , ,,,,: , limiiit 717•U—77'7'7777 71 7;1777',UI " '' < 3 , . . . „ . NJ N CO lv ., . / 7-1 0 N.\\:. It ROWELL ,. .) ENGINEERING, LLC Page 5 DATE: 05/23/16 PROJECT: Windwood Homes WIND LOADS LOAD AREAS FROM CAD LINE A B C D LOAD mean roof height, h = 25 ft V1 30' 1S 68 38 2209 least horizontal dimension, b = 42 ft V2 38 16 76 61 2655 V3 40 17 1156 a=min(0.1 b, 0.4h) >= max(3', 0.04b) V4 133 108 2730 V5 121 106 2516 0.1b = 4.2 ft V6 42 17 21 11 1614 0.4h = 10 ft 0 0 min = 4.2 ft 0 0 0 0 3' = 3 ft 0 0 0.04b = 1.68 ft 0 0 max = 3 0 0 0 0 a = 4.2 ft 0 0 2a= 8ft 0 0 0 0 root rise, y=1----41 Ml tSU 123 4180 roof run, x= 12 M2 71 136 4171 arctan(y/x) = 18.43 DEG M3 93 2399 M4 223 3836 A= 25.8 psf M5 204 3509 B = 7.3 psf M6 113 38 3569 C = 17.2 psf 0 0 D = 4.1 psf 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 O 0 0' 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 O 0 1 - v Page 6 v , D I q 1 .................1 1 . '"151-R I . 5474' I r ,.. 1 ris7R E...E.' "---- ------ 1 k 4 71> izi 1 , T,P TT P : . • C) I,- L.-4'.•, .4 ---.44 SIo• .,. .i" C:4414-4-ER' L4 C ';...,.. fl-- i __ )__u I 'Ili EL 3 'I II 4, ra. - I,: 'I '41i I ,4 ,,.) i Nie ' 1 0 0 E"',...Q5 I ,..e..> I *Li 4 - 1 . . . , ' . II WINDWOOD ,,_-_-,,,,_-_R .-,-;_ 00„,--, , 4- \ 111ROWELL ENGINEERING,LLC \ , .. --. Page 7 0 H, v 9 1 , F...,e:.4 I ;,1;' e% D c=i ' 0 1 ' 0 U A 1 i I GUEST. ,.. ./rNs.s.S e'EP *-1 CII0T-'• I 1 I I t I I 0 0 11 1 ' 11:Z] 0 0 I I 1 tt, I 1 1 ; ! FO,Ert 0 i 1 0 1 1 I 1 r , 0 I T (E) rmm••... ..........i 0 -,.. Ftt.tI\TR' 1 i---- I I , ,''";V> 1/01/Manwmiiimagesisi •mommarene.. .,.. C.) • 1 1 „T! 1 . • fr.-1%R s . , ss , . ' 1 j_ Ill r ..._ _ ''.......,... Er'-' I 1 I 0 0 —.2,EN • ..ttt. /111 t-t4C..^..ts.f.Bt• MI — ,EJ 1 '\1 I ,_ 14,0* .•:"F:L.— tt.tt' I WIN1/00D \ i/_1\ ,=_00 ,.._,L:\,,\! lit FOWELL N NEERING, LLC ao a) C is 05N ry Iitli' • SHEAR WALL SCHEDULE • , .03 26 t .fi • HOEDOWN SCHEDULE • x9 NtJ 7E5 . . SESMCLONE U , Aa f ,-` ` ' '. MARK!'...,IMPr a.APA RATED PLYWOOD OR ORIENTED STRAND BOARD (i) a v 7 6F6 EL h. PP 6A- 3 -9 S .a -. +isrV ',.-,C7'''..'.;,:,73.!!:,,'!..,r IU,Wt �AN . ALLOW" `MARnDAL) I 07 nt reed,ote cas L )' / ;Q ,ida wGU xi '.C- PANEL uCE _ � c °CNG y SINKEt 4J SETS +ra 4 uoeia ens t t _ _.... ....._.m 0 y } \,,,,, , .. :JS &" �t C >h tib 25(T z n-'� s 2 ., 4 �o er h, r an -N ,...u. ?.1.1 a x 2". a .'o, o, a , A AdST. 65�- ._ b 3 R P ..... Or 0 i .fi 4 4}_�. 4" "" z.. 1„, Y i } ..I.M1ti�X � M IUb� \, %-C .-X l ,1.t,. - as or oc tree ,< I f � • k, P-NA,L ;�V:.cl :IeU'v Ox ti .1(} r .:,.. 11� - W { - e' ,.nd-neoe AaweICMCI'.5 3 6c C I r c, .,. _ _ -_ a2 c B} M.; aXL a ,o, er, _ _r" I r 3, e, ` ,. i ( 2%. .i. CC 1 �{, ,} '0se..1 6, CC01 Y :t ofI a 3a S4 .it'‘36 ,, 06 a-NA: ,p! &I t , ., u }r nr.e0 1 — L .NnY 64,0,66 e. e tt. 0. ,� -3 cI '41 ' • i1 UCMF s x t t } " CiQ7nR t ?cl 6c k,, r,. ,eriqf \.6',AST 3 / C; d ea:::enr}i65�0 01 ,.. , I(li)'.NST A 1)21, 1' cn c e CO,. t '..:11,,,. _� a s a aS ,}.G 3' 9 _ r� e,o 6. 11 F» :._.Y. .J8 A- _L. 4, r i. �15T48 (tf^'`h o .,ki 1 en; '/� it c, ,r,9Ct cee �i. i MST(,72 xr(1<) !NCI c!exers:teen enc .._ >£3ib. LC, tom[_ 3 - vi l6 —_ ._... Y ,;!2),.240:1 24 Ib 7 MSNit.) C4 . '6 ere, - cr;_oc.. eiJ. _ r, n 4 - A x 2n ..._ is 'J C ,� sx �`)R`' 1STc r «.A. �.' =T3 K DL q _.-� 7 DSI CC _ -,. A (oY,y ot, rc�.0 yea erc ,r own a - _ h. ., CO n x' ).0 t4v �. cmr w - t3€ c Y (.N '�IVt RN P-Nn„ kC tt,C( U'. Q f 81 2-.}4U see 01 A 3C J3/07/iq (�3J e «„oe_ F' a+. �' 3e r,aeo icY`_ LI I Uf U m XX - XXXX Page 9 DATE: 05/23/16 PROJECT: Windwood Homes ver012208 DESCRIPTION: 2012 IBC, Binder-Stock SIMPLIFIED STATIC PROCEDURE-2012 IBC BY:'J.Y. I '`A'Il�lei.`i: ,mum Adjustment Factor for Building Height A = I imi :1;1•b911=t�i��� Increase 110/B wind loads by m`9gmyjgL•l uamB to obtain 100/B IIIIMMEEMI 0.850 1.2SDS 1.02 -1MIMMI snow load = 30 upper:EMmean roof height, h = 25 ft ower:Mai V=1.2SpsWai/R ASD Load Combination =V/1.4 WOL ASU DEAD V LOAD WALL HT. LOAD SEISMIC COMB. UPPER FLOOR PSF HEIGHT FEET SOUAFEETE POUNDS POUNDS Eq. 16-18 -•• 1 I :II • EXT. WALLS 10 9 221 9577 1503 1073 INT, WALLS 8 9 175 6067 952 680 BRICK 40 0 0 0 0 TOTAL 53443 8386 5990 MAIN FLOOR HOOF/CEILING 15 745 11175 1754 1253 FLOOR 10 2013 20130 3159 2256 EXT. WALLS 10 11 225' 12375 1942 1387 INT.WALLS 8 11 150 6600 1036 740 WALLS ABOVE 15643 2455 1753 DECK 10 0 0 0 BRICK 40 0 0' 0 0 TO[AL 65923 10345 7389 LOWER FLOOR ROOF/CEILING 15 0 0 0 FLOOR 10 0 0 0 EXT. WALLS 10 0 0 0 0 INT.WALLS 8' 0 0 0 0 WALLS ABOVE 18975 2978 2127 DECK 10 0 00 BRICK 40' 0 0 0 0 TOTAL 18975 2978 2127' REDUNDANCY FACTOR = 1.0 or 1.3 per ASCE 7-10 12.3.4.1 and 12.3.4.2 Allowable Shear wall Load (ptf) Floor to Floor Holdown Floor to Foundation Holdown wind/seis Tag Load i ype Tag Load 1 ype S 260/2-60 1 1500 CMST12X36" 6 2684 STHD14RJ A 350/350 2 3430 CMST12X48" 7 5090 HTT5 B 600/600 3 4700 CMST12x60" 8 7870 HDU8 C 896/640 4 6210 CMST12X72" 9 9535 HDU11 D 980/980 5 ' 8350 CMST12X90" 10 ' 14445 HDU-14 E 1280/1280 ? 14446 to high F 1540/1540 Page 10 DATE: 05/23/16 PROJECT: Windwood Homes WALLS LOAD WALL SQ, FT. LINE LENGTH OF SHEAR WALLS(FEET) TOTAL HGHT. BRICK NOTES V1 12.9 21.0 33.9 8.0' V2 20.3 27.6 47.9 8.0 V3 9.9 9.9 8.0 V4 4.6 11.6 8.3 24.5 8.0 V5 19.0 8.5 27.5 10.0 V6 4.0 4.6 8.6 10.0 0.0 0.0 0.0 0.0 0.0' 0.0 0.0 0.0 0.0 0.0 152.3 M1 10.0 11.6 21.6 11.0 M2 39.3 39.3 11.0 M3 8.3 8.3 11.0 M4 5.3 8.0 13.3 11.0 M5 7.6 7.2 14.8 11.0 M6 2.0 2.0 6.3 10.3 11.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 107.6! 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 Page 11 DATE: 5/23/16 PROJECT: Windwood Homes WIND 110/B 100/B SHEAR ADJ. X= LOAD FROM TOTAL TOTAL WALL 110/B 100/B FRAME NOTES ABOVE LOAD LOAD LENGTH PLF PLF Y=CANT. V1 2209 2209 1826 33.9 65 54 V2 2655 2655 2194 47.9 55' 46 V3 1156 1156 955 9.9 117 97 V4 2730 2730 2257 24.5 111 92 V5 2516 2516 2079 27.5 91 76 V6 1614 1614 1334 8.6 188 155 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.6 0 0' 0 0 0' 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 12886 M1 4180 2209 6389 5280 21.6 296 244 M2 4171 2655 6826 5641 39.3 174 144 M3 2399 1156 3556 2938 8.3 428 354 M4 3836 2730 6566 5426 13.3 494 408 M5 3509 2516 6025 4979 14.8 407 336 M6 3569' 1614 5183 4283 10.3 503 416 0 0 0 0 0.0 6 0 0 0 0 0 0.0 0 6 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0' 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 34546 0 0 0 0 0.0 0 0 0 0' 0 0 0.0 0 0' 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0' 0 0 0 0+ 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0' 0 0 0 0 0.0' 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 6 0 0.0 0 0 0 0 0 0 0.0' 0 0 0 0 0 0 0.6 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 DATE: 05/23/16 PROJECT: Windwood Homes Page 12 SEISMIC SEIa�. TOTAL SQR. % SEIS. MAX. ADJUST DIREC. FLOOR FEET OF FLR WALL BRICK FROM TOTAL UNIT REDUN. REDUN. UNIT F-B L-R SHEAR SEIS. SHEAR SEIS. SEIS. ABOVE SEISMIC SHEAR FACT. FACT. SHEAR V1 x 5990 1044 41% 2482 0 2482 73 1.00 1.00 73 V2 x 5990 1475 59% 3506 0 3506 73 1.00 1.00 73 V3 x 5990 308 12% 732 0 732 74' 1.00 1.00' 74 V4 x 5990 933 37% 2218 0 2218 91 1.00 1.00 91 V5 x 5990 902 36% 2144 0 2144 78 1.00 1.00 78 V6 x 5990 375 15%‘ 891 0 891 104 1.00 1.00 104 0 5990 0% 0 0 0 0 0 1.00 0 5990 0% 0 6 0 6 1.00 0 0 5990 0% 0 0 0 0 1.00 0 5990 0%' 0 0 0 0 0 1.00 0 0 5990 0 0% 0 0 0 0 1.00 5990 0% 0 0 0 0 0 1.00 0 0 5990 0 0 ° 0 0 0 0 1.00 0 5990 0% 0 0 0 0 1.00 0 0 5990 0% 0 0 0 0 1.00 0 0 5990 0% 0 0 0 0 1.00 0 200% 0 1197( M1 X 7389 1313 48% 3518 0 2482 5999 278 1.00 1.00 278 M2 x 7389 1444 52% 3869 0 3506 7375 188 1.00 1.00 188 M3 x 7389 386 14% 1034 0 732 1766 213 1.00 1.00 213 M4 x 7389 934 34% 2502 0 2218 4720 355 1.00 1.00 355 M5 x 7389' 790 29% 2117 0 2144 4261 288 1.00 1.00 288 M6 x 7389 647 23% 1733 0 891 2625 255 1.00 1.00 255 0 7389 0% 0 0 0 0 0 1.00 0 7389 0% 0 0 0 0 1.00 0 7389 0% 0 0 0 0 7389 0%' 0 0 0 0 1.00 0 0 0 1.00 0 0 7389 0%' 0 0 0 0 0 1.00 0 0 7389 0% 0 0 0 0 1.00 7389 0' 0 7389 0% 0 0 0 0 1.00 0 0% 0 0 0 0 1.00 0 0 7389 0% 0 0' 0 0 1.00 0 7389 0% 0 0 0 0 0 1.00 0 200% - 26747 0 2127 0% 0 0 0 2127 0% 0 0 0 0 1.00 0 0 0 1.00 0 0 2127 0% 0 0 0 0 1.00 0 2127 0% 0 � 0 0 0 0 0 1.00 0 2127 0% 0 0 0 0 1.00 0 0 2127 0% 0� 0 0' 0 1.00 0 2127 0% 0 0 0 0 0 1.00 0 0 2127 0% 0' 0' 0 0 1.00 0 0' 2127 0% 0 0 0 0 0 1.00 0 0 2127 0% 0 0 0 0 1 00 0 0 2127 0%' 0 0 0 0 2127 0% 0 0 0 0 1.00 0 0 0 1.00 0 0 2127 0 0% 0 0 0 0 1.00 2127 0% 0 0 0 0 0 1.00 0 0 2127 0% 0 0 0' 0 1.00 0 0% DATE: 05/23/16 PROJECT: Windwood Homes Page 13 WALL SUMMARY WINirNarrow INCH LUN i K. MAX. SHEAR WALL min UNIT Panel SETS DESGN UNIT UPLIFT w/narw w/o HOLDOWN sill SHR Increase SHR W S SHEAR NOTES V1 54' 1.00 73 X incr incr plt 73 586 S S 0 OR 0 2x V2 46 1.00 73 X 73 586 S * S 0 OR 0 2x V3 97 1.00 74 X 97 772 S S 0 OR 0 2x V4 92 1.00 91 X 92 737 S S 0 OR 0 2x V5 76 1.00 78 X 78 780 S S 0 OR 0 2x V6 155 1.25 130 X 155 1551 S S 2 OR 6 2x 0 0 1.00 0 0 0 0 OR 0 0 0 1.00 0 0 0 0 OR 0 0 0 1.00 0 0 0 O ORO 0 0 1.00 0 0 0 O OR O 0 0 1.00 0 0 0 0 0 1.00 0 0 OR 0 0 0 OORO 0 0 1.00 0 0 0 O OR O 0 0 1.00 0 0 0 0 ORO 0 0 1.00 0 0 0 O OR O 0 0 1.00 0 0 0 0 OR 0 M1 244 1.00 278 X 218 305b A M2 144 1.00 188 X 188 2064 S S 2 OR 6 '2x M3 354 1.00 213 X 354 3894 B B 3 OR 7 2x M4 408 1.04 368 X 408 4488 B ' B 3 OR 7 '2x M5 336 1.00 288 X 336 3701 A A 3 OR 7 2x M6 416 1.75 446 X 446 4575 B B 3 OR 7 2x 0 0 1.00 0 0 0 O OR O 0 0 1.00 0 0 0 O OR O 0 0 1.00 0 0 0' O OR O 0 0 1.00 0 0' 0 O OR O 0 0' 1.00 0 0 0 0 OR 0 0 0 1.00 0 0 0 OORO 0 0 1.00 0 0 0 OORO 0 0 1.00 0 0 0 0 OR 0 0 0 1.00 0 0 0 O OR O 0 0 1.00 0 0 0 0 OR 0 0 0 1.00 0 0 0 O URO 0 0 1.00 0 0 0 OORO 0 0 1.00 0 0 0 O OR O 0 0 1.00 0 0 0 ' OORO 0 0 1.00 0 0 0 O OR O 0' 0 1.00 0 0 0 O OR O 0 0 1.00 0 0 0 O OR O 0 0 1.00 0 0 0 O ORO 0 0 1.00 0 0 0 OORO 0 0 1.00 0 0 0 O OR O 0 0 1.00 0 0 0 O OR 0 0 0 1.00 ' 0 0 0 OORO 0 0 1.00 0 0 0 0OR0 0 0 1.00 0 0 0 0OR0 0 0 1.00 0 0 0 0 OR 0 0 1.00 0 0 0; 0 OR 0