Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Report (23)
rkt s )-ot ce - £DIST ), --71 %/l_A/c 4Are R 0 VI E L L 10570 Washington St Suite 21212 11/1 ENGINEERING, LLC Portland,OR 97216 STRUCTURAL ENGINEERING Tel. 503-254-6292 Fax.503-254-6761 LATERAL ANALYSIS April 7, 2016 Mascord Plan: 1247A - Windwood Homes, Inc Olson Woods, Lot 4 Tigard, OR 97223 100 mph 3-Second Gust, Exposure B Seismic Category D 2012 IBC /2014 OSSC Mascord Design Associates 2187 NW Reed St, Suite 100 Portland, OR 97210 Tel. 503-225-9161 p PRo, . Rowell Engineering �� �� Fs°<9 Project Number: 4 5 • 87_ 160119 I /0701( LiffEG ' ,/ Cbt 0 •22,1cab�`� T. Aon ;RSS: [EC. 31, (Q...j 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 CONSEQUENTIAL 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. 1 .. Page 1 ,., , . _." .. - 4E ......, ..... ,....„ .... .... E111....,...... .. ._ , - .... .._ • - .. ,- -- •. , . , - _ __ -_. -- -,- -,---,,------,--,- -----------,--'-'''-----,,-,,..,,;-3----- II. .._ _ _ .. .._ _ _ 7.2'1 I .1 11 , . •Ir 1 I I i , :, - I,.....-1, '-----' 1;,„ ?,,1 -i! -_,11'...._._ 'L -j...1_, Ail :,..,.._ „,?,-,-,L, f----; ,r- -1',`i I 11- - 'r ,1 [.,_........„ i : 1 ...... Ml M2 1247A 7-) .r,‹ r---- . 7.7 ON 7 =1 = ,/,z- . 10 „. _____ ., __ N --, '-'. si in ROWELL SC-4LE .',E . !-e' 1(../ , ; .# ENGINEERING,LLC (...::tliC " 1:...t. SE//,..,i,s,..n., Es,c,.(E.FE r411‘,/E• POS.ES,E Ea.S.E.I.Gs S/w,1 s/E INEI {4/K.,S4.2,32 Page 2 4. Tie I I • _ rE : 11 •• r— •, • • / • A • I I I I 2 .6 11' r '4 "14444, • ! 25.61 '41! I 1 I "ItC-4,11 11, '4 4i* I ' —4 I •-•!• 1, • H M3 1, M4 NI 1247A IG E_E I ON R OW E L Rk ENGINEERING,LLC io70 T Sit Si PM ISMS# 61. ,C1,4 AM13,<ri; ,76 ..... . , . .. 1 , Page 3 1 1 / 3 1 i 1 3 1 1 , i I 1 i / i ( ' 3 -_ -- e L44„—--„, -- -4_ 4.-_, . _ . -4' `— - ..,-.-/...7./.,-, -. =".__4.44,. -1, --144--444-4_141",3- ''' •II-„,„-III------ ----"--.7---7-''''----='‘II-'-II-'I -I''IIII'`'I -----It:''''`I II II . ,,-- - ,,,,.- ---I:II---II I'''' 'I' IIr--- I 1 I '0 = i = II = , I , = , 1 I ,i= I I 44 Le, 11F . e 44 — / T !! I , I = = -- , 4 4 4 i 1241A ;,--)E4R ELE -LZL, T10\j. ___ Ng En It ROWELL ky • /* ENGINEERING,LLC , 1 i = 1 1 I _ ......, .,„' Page 4 .,.. .,---- 1 ir ,."411.•,. — ',, , 1 i 1 ''''J , , ,... „L„,___ -,.,.., 4,,„ ,, ,,,,,,,„ . 4„,„..,_ __ 4... r i-„,1, , ; 1 . .... , 1247A LE.PT EL____.,----- I./L.710 U ....... ... . .......... „,.......,..... ,.a . ,-,:.,, N., R OWE LL jitotr4910e.--- ENGINEERING,LLC Cc, t E :..- , E.::r., ,.,'V,,,,',''..- .,,',.•., ,E,,. ,r, St,,,,,,,,,,,,,,,,s,,C r CCC 2, r.v,,,,s,.t.4 f,,S, P(Nt,85 . 512 6 A K.r..', 7556 I ''M' M' Ill.IMMMIIIIMIIMIMIMIMIIMIMIMIMIMIIMMIMIMIMMMIMMIMMIMIMMMMIMMMMMIMMMIMIMI- ' ' Page 5 DATE: 04/07/16 PROJECT: 1247A - Windwood Homes, Inc WIND LOADS LOAD I AROAS FROM CAD LINE A B C D LOAD mean roof height, h = 15 ft 0 0 least horizontal dimension, b =� 50 �ft 0 0 00 a=min(0.1b, 0.4h)>= max(3', 0.04b) 0 0 0 0 0 0.1b = 5 ft 0 0.4h = 6 ft 00 min = 5 ft 0 0 00 3' = 3ft 0 0 0,04b = 2 ft 0 0 0 0 max = 3 00 a = 5 ft 00 2a= 10 ft 0 0 0_ 0 M1 39 11 91 lbfi 34;3b roof rise, y- M2 39 17 97 156 3438 roof run, x=� 12 , 'VI3 39 17 105 154 3568 arctan(y/x)= 18.43 DEG M4 39 17 84 120 3067 0 A = 25.8 psf 0 0 8= 7.3 psf 0 C = 17.2 psf 00 D= 4.1 0 0 psf 0 0 O 0 O 0 0 0 O 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 O 0 O 0 0 0 0 1 0 0 0 0 _ 0 Page:.-6 As, , ,ty . , - .----, I, 11..........34, - ER i I 1 111 1 . 5R. 1 i <11'7 C....7',..1"iGOR 7-='•INNG gibl; 1 I I 1 1 — t-- 1 I ri. ........................E I I , H - .I I I I I ti I. 1 I , _ I 1 r , 1 I 7 I I —— LI LI 14 PO? ER 11 . 1 I OF: r .'"+=tr--L.., ..S.-- C.-.= E # I <t> 74---',CFC:4-1 J. 4.2-> <.# (N-- 4 A, , 1247A Im/L,iN 7----LOO PL/L,N ma MIN It ROWELL • 1/ . i / ENGINEERING,LLC fc..1.. L :C * C.+N 1-5,Sr Wri,,,,,,,5"Irrr' I n o I� a� x 9 CL c CM 3 w9 ! ag i 1 a Z o sk u • SHEAR WALL SCHEDULE • (1; =x0. =r,aa..:a> 640 • HOEDOWN SCHEDULE • ei__ zone APA RATED PLYWOOD OR ORIENTED STRAND BOARD (1 ;.2) ` `t t` V4 . .. ..�. . =e4 m 4,3„ MAP4;4314463.34:30N ---EAE, 0063,04 i 3p6.,.,--„3 t <r ( A. t 13 `' S03663.360 . .. «v , 4.FASTENER:.;(3)=========='23);(27) t < �3L A' A EDWMARK4NEl NAI_ t1---------- i _ : . 3; :.tame44ia uoaa . C 0301•6044 i / nr : t_a.t. aTHt„<Nin '�f 3PA.cL A8 . NO=E: .. AU - _._.y......_ _ .-Y . 0 a too 5¢ 42,4C====4 1 WINO_ aNKEt `ta , SEM i(,44;" 444r04A acp p ,J C4, 34 txG __. _.--_...._ 2 Ai A4444, 0 eef. " ` w '_- y t i i -033 : t}2tt t .00,4040 w,fn i 77 { io 1\1 jc�',t3-''''' P1. i D l 7k 48" 0.C.: i3.;31-0%L 4vs r r , 3"e .0 est 4J a 3.37 ! n -.A , - 1,,,,,..1 U r h ,. f,4 • ♦ I We. 4mx3 F A v lC +' 4,4 C44,, WM -- iit 4,706 3 ,= 4 i i.13 a/ , . L L. d .�, XX +C 'a( -._. n — :„.77. Al _ ...., ,_v✓{Luc ,a4 — I _ . s ot c,nr, f.2iG i `Mm -0 L (yff © I �j , /� le,U 3x Rnp- 3x , i� _ QC lh A 34.6300 . . . ".. ._. -._Z r( Jl34 c,_4: L �, t 31L� N.L. : . • 'M Y re \'',:.„7' 'IS",tt 1» , c .rc t _ess .,,� ia.ce ) C, E: S / v: c .. :ntr>=. a. P-N•, 34.033.30,0 6430 . , -. 9 2a _...� e Sr V 4344,448 4/064 c r. .rE11� - .m' '' Uz xe �C xce tAj ( 'i . �^ •' 2, n;.._,s e_ rn, _„„1 3;t 2U JCv u.A 7a ''-'+,,-r 1, `2} it f i✓. US tlt aMa D Yk f �+us Ce wJ31: & ,nk. mnyF r 't p34, m z 0 y, 3r IC QC e sJ75 (p)rj .a<� :I',AEF t'Et a. "-" - k. ,:,7 9944949 49 Ad' 3.300 00 a r ° a I044 443 4.044 4006,0.44,4 4--44,1 xxx C Hn 's 2' 0 3k 13" QL: ce k ''''4,': { 9 4;.(C <,^r` lr 2Y ?i - a Lay9 (,;3/07/i4 sc i ' f...mttre t au S ,,,7.1;:.,7'„';,,,',7:''',,,, 1 I IID I '9 ; • iii • x • • E —,..---7,z:-..-.7,-,7,-;- i ,�. 1:111:1\1"'175- IN. H/3.6 Page 8 SIMPSON "MSTA3(o" LI T �T • ` 1EA. SIDE, (4)-TOTAL .:• 1-'1 •I. •I 2X CRIPPLE WALL OVER L J _ I . HEADER, W/ 1'i2" SPLICE tift ! - - - ---gJOINTW/ CONT.NAILINGHEADER (CONTINUOUS) :IL,. • - ` CONTINUE HEADER .IrTO BLDG.CORNER 4 • :Lutll,_,,, NAIL SHEATHING TO • HEADER W/ O.I48"� X q 214" F. RH. P-NAILS 9 •1._ 3" O.G. BOTH WAYS N '• CIAAGE o (OR OTHER OPEN'G) 15/32" APA RATED SHTH'G1 FROM SINGLE SHEET, 0 •I• FASTENED PER SHEAR LII SCHEDULE SPECIFICATIONS = Z ANDNOTESc _ Q ♦-� _ - BLOCK ALL PANEL EDGES PER SHEAR SCHEDULE W •• . . SPECIFICATIONS 4 NOTES _Tin •I •II.Iii . . R�BAR �O C�RApE •1.111 ••I SEE SHEAR SCHEDULE ANP U II NOTES FOR HOLDDOWN SPECS 63 • •'I� • . PANEL WIDTH (L I i *3 TIES j!c_ ♦ II 11 II II ♦ �� att,- == k�b c0 1111 II II ZQ Il1Q 0 �J :31 3 TIESIIu II u I � L Im" o.c. II IIPLAN V I W OF (3)45 II I STEM WALL EACH SIDE �� �4" CONG. SLAB u I I II I I II I I dt- - i = II I I MIN. 12"x12" CONT. "5 REBAR W/ 24" HOOK FOOTING GARAGE TOP 4 BOTTOM 9 CORNERS DOOR W/ (4).4 CONT. 0 ow NO SCALE (REDUCES PANEL HGT.) NRWSHEAR3O -43 ERd [KERIKIMI CIVIL- STRUCTURAL ENGINEERS DATE_ 02_2 -H 10570 SE WASHINGTON ST. STE 212 PH (5031 254-6292 PORTLAND, OR. 97216 FAX 15031 254-6761 DiRALUN 5,1 - JX. Page 9 EDGE NAILING (2) 2x OR LARGER EDGE NAILING 11 11 DEPENDING ON N.D. I LARGEST OF THE (2) ND STRAPS fl CORNER ua1 A ilium% 4 Ill LARGEST OF THE C2) ��`•V (2) 2X OR LARGER � II � 1--1.D'S g CORNER in (DEPENDING ON H.D.) Q m FOUNDATION % a UPPER FLOOR CO---311\ D -OLDOuJ1\ cOzz\ , �, SCALE: 3/4" = 1'-ID" core..w DRAWING NOT TO SCALE ___-----A- Pi- MINIUMUIEL=21iREI DRAWN 3Y- X. CIVIL- STRUCTURAL ENGINEERS DATE- 02-23-11 10570 SE WASHINGTON ST, STE 212 PH, 15031 254-6292 PORTLAND, OR, 97216 FAX: (503) 254-6761 Page,10 DATE: 04/07/16 PROJECT: 1247A- Windwood Homes, Inc . ver012208 DESCRIPTION: 2012 IBC, Binder-Stock SIMPLIFIED STATIC PROCEDURE-2012 IBC BY: J.Y. iiiiitmilam Adjustment Factor for Building Height A = 1.00 MgallaNgAMIMIII; I Increase 110/B wind loads by 0.83 umizzimagimmi to obtain 100/B 1.111MM 0.850 1.2SDS 1.02 Mill.11111111U snow load = 30 upper:MUM mean roof height, h = 15 ft EMMIEBRIELA DM ' ower:MEM V=1.2SpsWDL/R ASD Load Combination =V/1.4 Woi. ASD DEAD V LOAD WALL HT. LINEAL SQUARE LOAD SEISMIC COMB. UPPER FLOOR PSF HEIGHT FEET FEET POUNDS POUNDS Eq. 16-18 ROOF/CEILING 15 0 0 0 EXT. WALLS 10 0 0 0 0 INT. WALLS 8 0 0 0 0 BRICK 40 0 0 0 0 ._. TOTAL 0 0 0 MAIN FLOOR ROOF/CEILING 15 3810 5/150 8968 6406 FLOOR 10 0 0 0 EXT. WALLS 10 9 276 12420 1949 1392 INT. WALLS 8 9 200 7200 1130 807 WALLS ABOVE 0 0 0 DECK 10 0 0 0 BRICK 40 0 0 0 0 TOTAL 767 Ai 1204/-----/3606' 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 19620 3079 2199 DECK 10 0 0 0 BRICK 40 0 0 0 0 TOTAL 19620 30/9 2199 REDUNDANCY FACTOR = 1.0 or 1.3 per ASCE 7-10 12.3.4.1 and 12.3.4.2 Allowable Load (pif) Floor to Floor Holdown Floor to Foundation Holdown Shear wall wind/seis Tag Load Type Tag Load 1 ype S 260/26M 1 1500 CMST12X36" 6 2684 ST HD14RJ A 350/350 2 3430 CMST12X48" 7 5090 HTT5 B 600/600 300 " 47 c MST12X608 7870 HD U8 C 896/640 4 6210 CMST12X72" 9 9535 HDU11 D 980/980 5 8350 cms-r12x90. 10 14445 HDU-14 E 1280/1280 ? 14446 to high F 1540/1540' Page 11 DATE: 04/07/16 PROJECT: 1247A- Windwood Homes, Inc WALLS LOAD LINE LENGTH OF SHEAR WALLS (FEET) WALL SQ, H. TOTAL HGHT. BRICK NOTES 1111111111111111111111111111111 0.0 111111111111111111111 �.0===�� 0.0 0.0 0.0 0•, MIN 1111111111111111111111111 0.0 0.0 M1 8.8 8.4 4.8 18.2 0.2 M2 22.0 6.8 40:2 9.0 M3 2.0 2.0 2.0 3.8 2.8 2.8 28.84 9.0 1 5.5 M4 5.0 3.5 3.5 3.5 9.0 15.5 9.0 ® 0.0 0..' _1111111111 111.1 0,0 0.0 0.0 0.0 0.0 s., 0.0 0.0 0.0 99.9 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 Page,12 DATE: 4/7/16 PROJECT: 1247A- Windwood Homes, Inc 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. 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 o 0 0 0 0.0 0 0 O 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 O 0, 0 0 0.0 0 0 0. 0 0 0 0.0 0 0 O 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 M1 3438 3438 2842 40.2 86 71 M2 3438 ' 3438 2842 28.8 119 99 M3 3568 3568 2949 15.4 232 191 M4 3067 3067 2535 15.5 198 164 0 0 0 0 0.0 0 0 0+ 0 0 0 0.0 0 0 O 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 13511 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.o 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 DATE: 04/07/16 PROJECT: 1247A- Windwood Homes, Inc Page 13 SEISMIC SEIS. 'l OTAL SQR. % SEIS. MAX. ADJUS I 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 0 0 0% 0 0 0' 0 1.00 0 0 0 0% 0 0 0 0 1.00 0 0 0 0% 0 0 0 0 1.00 0 0 0 0% 0 0 0 0 100 0 0 0 0% 0 0 0 0 1.00 0 0 0 0% 0 0 0 0 1.00 0 0 0 0V0 0 0 0' 0 1.06 0 0 0 0% 0 0 0 0 1.00 0 0 0 0% 0 0 0 6 1.00 0 0 0 0% 0 0 0 0 1.00 0 0 0 0% 0 0 0 0 1.00 0 0 0 0% 0 0 0 0 1.00 0 0 0 0% 0 0 0 0 1.00 0 0 0 0% 0 0 0 0 1.00 0 0 0 0% 0 0 0 0 1.00 0 0 0 0% 0 0 0 0 1.00 0 0% 0 0" M1 X 8605 1746 46% 3943 0 3943 98 1.00 1.00 98 M2 X 8605 2063 54% 4659 0 4659' 162 1.00 1.00 162 M3 X 8605' 2022 53% 4567 0 4567 297 1.00 1.00 297 M4 X 8605 1788 47% 4038 0 4038 261 1.00 1.00 261 0 8605 0% 0 0 0 0 1.00 0 0 8605 0% 0 0 0 0 1.00 0 0 8605 0% 0 0 0 0 1.00 0 0' 8605 0% 0 0 0 0 1.00 0 0 8605 0% 0 0 0 0 1.00 0 0 8605 0% 0 0 0 0 1.00 0 0 8605 0% 0 0 0 0 1.00 0 0 8605 0% 0 0 0 0 r 1.00 0 0 8605 0% 0 0 0 0 1.00 0 0 8605 0% 0 0 0 0 1,00 0 0 8605 0% 0 0 0 0 1.00 0 0 8605 - 0%' 0 0 0 0 1.00 0 200% 1720$' 0 2199 0% 0 0 0 0 1.00 0 0 2199' 0% 0 0 0 0 1.00 0 0 2199 0% 0 0 0 0 1.00 0 0 2199 0% 0 0 0 0 1.00 0 0 2199 0% 6 0 0 0 1.00 0 0 2199 0% 0 0 0' 0 1.00 0 0' 2199 0% 0 0 0 0 1.00 0 0 2199 0% 0 0 0 0 1.00 0 0 2199 0% 6 0 0 0 1.00 0 0 2199 0% 0 0 0 0 1.00 0 0 2199 0% 0 0 0 0 1.06 0 0 2199 0% 0 0 0 0 1.00 0 0' 2199 0% 0 0 0 0 1.00 0 0 2199 0% 0 0 0 0' 1.00 0 2199 0% 0 0 0 0 2199 0% 0 0 0 0 1.00 0 0 0 1.00 0 0% 0 Page,14 DATE: 04/07/16 PROJECT: 1247A- Windwood Homes, Inc WALL SUMMARY WINO Narrow INCH CONTR. MAX. SHbAR WALL min UNIT Panel SEIS DESGN UNIT UPLIFT w/nano w/o HOLDOWN sill NOTES SHR Increase SHR W S SHEAR incr incr pit. O 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 0OR0 0 0 1.00 0 0 0' 0 OR 0 0 0' 1.00 0 0 0 0OR0 0 6 1.00 0 0' 0 0 OR 0 O 0 1.00 0 0 0' 0 OR O 0 0' 1.00 0 0 0 0 OR 0 0 0 1.00 0 0 0 0OR0 0 0 1.00 0 0 0 0 OR 0 O 0 1.00 0 0 0' 0ORO 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 0 OR 0 0 0 1.00 0 0 0' 0 OR 0 0 0 1.00 0 0 0 0 OR 0 M1 71 1.00 98 X 98 883 S S 0 OR 0 2x M2 99- 1.00 162 X 162 1456 S S 1 OR 6 2x M3 191 1,75 519 X 519 2669 B A ' 2 OR 6 2x M4 164 1.29 335 X 335 2345 A A 2 OR 6 2x 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 OOR0 ' 0 0 1.00 0 0 0 0OR0 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 0OR0 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 0 OR 0 0 0 1.00 0 0 0 O OR 0 0 0 1.00 0 0 0 0 ORO O 0 1.00 0 0 0 O Ohl 0 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 0 OR 0 0 0 1.00 0' 0 0 0 OR 0 0 0 1.00 0' 0 0 0OR0 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 0 OR 0 0 0 1.00 0 0 0 0OR0 0' 0 1.00 0 0 0 OORO 0 0 1.00 0 0 0 O OR 0 0 0 1.00 0 0 0 0 OR 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 0ORO