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Specifications (123) cove- e O� tall 6 P tel, 117570 SE Washington St L Suite 212 R ENGINEERING, LLC Portland,OR 97216 STRUCTURAL ENGINEERING Tel. 503-254-6292 Fax.503-254-6761 LATERAL ANALYSIS REC WE D June 2, 2017 JUN 12 2017 Cr. ;,'OF TIGARD WINDWOOD HOMES 1INC DIVISION OLSON WOODS, LOT 9, 12887 SW PARKDALE TIGARD, OR 97223 100 mph 3-Second Gust, Exposure B Seismic Category D 2015 IBC / 2014 OSSC Dale Richards Windwood Construction 503-780-4375 Dale@WindwoodHomesNW.com Rowell Engineering , Il) PROJt Project Number: 5 �GIN4 R-17-045 5 I rift Yr' OR GUN a. b T Rp14 EXPR M: DE6. 31, It] 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. HI.THIS PRODUCT IS FOR A SINGLE USE ONLY AND IS NOT TO BE REUSED WITHOUT SPECIFIC AUTHORIZATION. Page 1 I 4 (--LO E UM \ _ I I I 1_, I\ ,' 1 1 ' ' 1 i 1 ' ' • ' I ' 'I. ill • ;it't" ' ' ' i' 1?, ii • ! , , !,.. ! !, j-r, , 1, , = , / , 01 „ . 1 ‘ , 1 1,1 1 &Jill 1\ ,i !, - -.:J- -- i' \ I- , .1.. = , 1 _ c---) t— I an 7 r _ . 1 -, - 1 , 4 1• , 1 , II r I/ / r i / r-'/- I r ---1_ / A 1 I i 1 , ' i.'il // / T , / t 1 , / I ,..... --'---- -----.:7-T-:, I; 1 ,1_4 :.,14.... 1,1 ! , II ' ' 1 1 I1 1 , d / 1.--- , k, til F. FONT ELE'J.ATION I) ROWELL ?..... 1,==, ---.-. Li ,q3 • 1-e .F.'...S ENGINEERING, LLC ....4.i. STORI.JCTUR.,. 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I I I I : 1 1 I I iI 3 , 1 , , ) /, !1 1 , 1 ' II i Immo••mem•a mum a it s a ma , I 1 I l 1 3 , ' t I,I 1 1 I L —11'1 1111 Il 0) ,f-k,'---T--- , I 1 , U 1 , fIF =m! _EFT ELE\s/i- TIONII WELL IS • 1—0' ENGINEERING,LLC .,., 10.C.SE WAS.340304.00 1 STE , Pro .31 2..92 Y'V: tZ:, rO.LAND OR 312.5 i AA 1.31 7.3.78i ( Page 5 DATE: 0802/17 PROJECT: WINDWOOD HOMES ' WIND LOADS LOAD AREAS FROM CAD LINE A B C D LOAD mean roof height, h = 25 ft V1 30 15^-68 38 2200 least horizontal dimension, b = 42 ft V2 38 16 76 61 2655 ° V3 40 17 1156 a=min(0.1b. 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 = 100 0 ' ' ' 0 min = 4.2 h 0 0 � 0 0 3' = 3 M 0 0 0.04b = 1.08 M ' 0 0 max = 3 8 0 0 0 a = 4.2 ft 0 0 2a = Oft 0 ' 0 0 0 . roof rise, y= 4 M1 80 123 4180 roof run, x = 12 1 M2 71 136 4171 arctan(y/x) = 18.43 DEG M3 93 2399 M4 ' ' 223' 3836 A = 258 psf M5 . 204 3509 B = 7.3 psf M6 113 38 3569 C = 17.2 psf 1 O ' 0 D = 4.1 psf 0 0 O 0 0 O 0 ' ' O 0 O 0 0 0 0 0 U OO 0' 0 0' . O 0 ' 0 O O O O 0 0 0 O 0 O 0 O 0 ' O O O - 0, O 0 0 O 0 00 L16 � 0 Page 6 [,- I i 10 ii — 1 1 r 1---STR 5EG "" 1 ..., ' . . .,..., , Ci L ) ufic 7.1. "P AND4S4C1 . 0 LAUN , . f ' I DN 5E DRri a i EE:3R- C- 7 a —U-1 , i vD) Lu'' . lb u J r1-3 :AL1ERY DN ,4• e 4) ' E3E fzr.-.1 4 ___Set_ ...' e AsoNus I N ,,-.- -Q-N 1 \ \., \, .,...... . =i_i ..\ N' 0 *Li 0 0 0 N 1 i V [ / i . I / V WINDWOOD ,_.2PPF;;'' FLOOR PLAN .. It ROWELL ENGINEERING,LLC ,,,,,S OS•Ok,,, to. 103,0 SE IS AS..7 Oti S,,,EC 7 S it 2,2 ,1 15031 254 b?v, COP tt A.OP 9,2,6 ;4,4.3 2,E f TY= cr) , Li 0 ci e Page 7 . i ...,.., • I , mi 0 u, OUTDOOR LN c.uE..eT 5-.-- 4z— GREAT ROOM 0 0 ,,,,, 11-1 KITCN F41111 M4) I ^YN- i I [ .,, 9 12INING 0 Aini 1 Til. ' 17•000•01 40 TIP ENTRY f--- 1 0:4 •••‘' ._ A . .. PI2R I 1, II' .-11-111.-....--1111 • 3-CAR TANCEM G4RAGE FOYER ° L AM IV , tURAP STRAP 1.1'0 0 / AlkatrsrJ BM 0 11/ oce.DEL."07 ENTR.! ! ; ,,i . ' . • - '01 __1._ .i. I OR CL JT ........... 1 _ ,„... -.1 --___ WINDWOOD Nil/LIN FLOOf PLA,NElt WELL 4,...v. 0,2,,ES x r SC.C•LE i,E2.' • 1-e- ENGINEERING,LLC S•TPLJC71.1R4(.. ENG,NEER,',Z, lo6rn SE WASFINGTON SIREC1 5 TI t. PM 1503,iS4 629, PORI!AND,04 54214 024503!254 6701 .....1_1 WZ ' CO w a) W as Qt' bam W- Ne 001 i s IGINk J o w II • SHEAR WALL SCHEDULE • j(„ 2%01 „oasnwx ,4G5 • HOLDOWN SCHEDULE •• SEISMIC 2ANE D (2)',nolo.1(8 to sj`sa 1 / 7 emeeament n,o NARK SIMPSON FASTENERS CAPACITY concrete Sec« h BP Ys” s BPS 4,-6 N NOTES APA RATED PLYWOOD OR ORIENTED STRAND BOARD (I) s (q) MODEL (465.} 0 E� -- BPS a requees an aae l.o t rms., No mmemt me. mote to i A;i(ENGk„ Sr.1S).(6).(7) ! SOLER SILL {'-AlG ALLOW( � no wn moo«p</- / (a4q ht. PANE. NARK NAILING (3)Inittmeaol4 awns nMsa s,2 Se re•wre0 % +/S6a tl 0C THICKNESS ®PANED 766 i AS NOTES LOAD �� TYPE EDGES 1 WE SPACING y}�p (4)F SINKER 1 (14) (2) gEt$ mo�g al o-opnmq inns to D<3x nom,na m.cer. CMSTi�%i �le+oa . w/no: ®stagger. 36"Long! t eocn end '�° '" ,"{room' II I 8 ''n.Y.2n' tsl 0 13S'4 X 1},'i�Rn n{X may Pe rap area 7 .ern na w n 6"O.C. B'O.0 2% Ay'O.C. 760C.NST12 x1 (16)I60 aommon A 13re X 2Y2"c re 0113"4 x 21chal aP re a 3.439 'biz" 1 wmdn gawn�x.a Do a8'GongI { ___...._"`_t',1) t — • (8)0.1.8'4%3"F 3(H P e mar De rePieced..th 01480 X CNST)2% (22) 64 c �,J %(6 $� 1 CommM nti 0.118 %3-not aur w IumWea 60" onq ^a+x at.e<n entl. )W tw ep 0.eta(r0)t °'X'n P`n2� O.C. 4'O.C. 2X 4B"O.C. .354 9ol.m�,zea Do. G wn..— ID W (7)-F.3(k P-nal'_magnates a tali esxun <oa Paver nM CN5T12 8 ( ))�eaommae ocn enc O ((B)uinwwm+X6 eoxt a each ane. A CN Tt2 X nags tet w<n,r,0 e no 0 131 °.2n' 2'0C 3"aC 2% )3"DC, see(4) 60❑ Z e Ham 660 (• I wns occur 46 roach Ono 01 Baan snow..St fasten < S (36)iGe wnmmw, 1 _ to min aaude 2%auras. won ant'q anal a<e09e nafed \4/ 40"Long 5.215 1 r 4n.-x80. ( 3x 34"O.C. O to aacn V V_ nadonn ta. � a^ ha o.Iv 2"O.C. 2 05 3X j(0)GUST tax 361 ^ sows "7:7,;,°,°- 1 ur�^ �. ':, « °,2n 22"O.C. see(<) :•. • w!(BJ 144 cannon a«n ena. {�STHD)<R,I I` f3o)164 sm z.aR6 2iiw NST 37 w/(ta)140 c« `+f I I '352" 7 Rn v.A. a I 8037500 w/(14)140 5moa aeonx.aa <«n ena_ f l tn1 t,,..Cy w I 355a r - (11)CNST 14 X 60'C w/(22)160 comm aro ers each end. HTTS . (26)140...w. 3.050o°"wu-s 4.333 4.2n• 3'D.c. 3'OC DBE 2x86008./(16)780 aaaHnpny a<«n.n 3636,24 "�V?w..:'0 �� r 20.O.C. set(4) memos<oce EA SIDE r R.... { 30 zo o.C. an makers n<a 'XI,. es 1(12)OAST,.%]2'L xf(2A)Sha{OBIT x HDU.8 i (20)`ASF' 20 (1) '.44)." 143740./(23)160 enmmw macs end or %% e.:563(.2 roams.. 0.131 0 951540./{32)160 mews eocn end ! 1.0" a OTa :� 1«" •2A' 2"O.0 2.5"O.C. 3x i 4"O C. see 1260G. o. wo s. )p �M 00)SOS Y 26 552 r Ra.-Rw (4).(e) 1 HDO')1 /2x',rA by aP, sea smm EA SIDE 1(13)14or e.e an.k0pu.,Pace 01 HF)U-u ..l 0) W q (:(14)38 mote r.quMe0.nere sno.n oe taun0otern pon 1 (34)SAS x 2n �- �� r352 a F• " 2"OC. 2'O.C. 3X 13 DC i e X�5$4��,`� f—yi HO,' i4 141 fi EA.5)DE r.R,c -n ".4).(8) 1�4TS l m=2z av .,.., ) a M rr 19 Lill!. 1;W -3)!`n Page 9 DATE: 06/02/17 PROJECT: WINDWOOD HOMES vou0161111 DESCRIPTION: 2015 IBC, Binder-Stock SIMPLIFIED STATIC PROCEDURE - 2015 BC BY: S.H.L. WIND SPEED: 100 Adjustment Factor for Building Height A = 1.00 EXPOSURE: B Increase 110/B wind loads by 0.83 ' SEISMIC CAT: D to obtain 100d5 (Soo=2/3 Smu) 0850 1.2SDSU 1.02 U R: 6.5 snow load = 30 Auppmc. 2520 mean roof height, h = 25 ft A main: 2758 A lower: 0 V=1.2SoaVVoL/R ASD Load Combination = VY1.4 ««R 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 2520 37800 5932 4237 EXT. WALLS 12 9 221 11492 1803 1288 INT. WALLS 8' 9 175 6067 052 880 BRICK 40 0 0 0 0 1 � I TOTAL 55359 8687 6205 MAIN FLOOR ROOF/CEILING - 15 745 11175 1754 1253 � I FLOOR 10 2013 20130 3159 2256 EXT. WALLS 12 11 225 14850 ' 2330 1065 INT. WALLS 8 11 150 6600 1036 740 WALLS ABOVE 17559 2755 1968 DECK ' 10' 0 0 0 BRICK 40 0 0 0' 0 TOTAL 70314 11034 7881 LOWER FLOOR ROOF/CEILING 15 0 0 0 FLOOR 10 0 0 0 EXT. WALLS 12 0 0 0 0 INT. WALLS 8 0 0 0 0 WALLSAB()VE � 21450 3366 2404 DECK 10 0 0 0 BRICK 40 ' 0 0 0 0 TOTAL ' 21450 3366 2404 REDUNDANCY FACTOR = 1.0 or 1.3 per ASCE 7-10 12.3.4.1 and 12.3.4.2 Allowable � Load (p�) Floor to Floor Holdown Floorto Foundation Holdown owo Shear�aU , wind/aoio Tag Load Type Tag Load Type ' , S 260/280 ~ 1 1500 cwnn2x36" 6 2684 STHD14RJ A 350/350 2 3430 owzr12x48" 7 5090 HTT5 B 600/600 3 4700 omur/uxso' 8 7855 HDU8 C 806/640 4 6210 omsr1zxrr 9 9535 HDU11 � D 980/980 5 9215 cmsr�rxvn^ 10 14445 HDU-14 ' E 1280/1280 � ? 14446 to high � � F 1540/1540 � � �� , | / Page 10 DATE: 06/02/17 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 L16 0.0 0.0 Page 11 DATE: 6/2/17 PROJECT: WINDWOOD HOMES ��8�� ~°."n�� 110/B 100/B SHEAR ADJ. X= LOAD FROM TOTAL TOTAL WALL 110/B 100B 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 8.5' 188 15 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 , 0 0 0.0 0 0 0 0 0' 0' 0.0 0 0 0 0 0' 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0' 0 0 0' 0 0.0' 0 0 0' U 0 0 0.0 0 0 0 12880 ` K41 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 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0,0 0 0' 0 0 0 0 0.0 0 0 . 0 0 0' 0 0.0 0 0 0' 0 0 0 0.0 0 U' 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0' 0 0 0.0 0 0 34543 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 O . ' 0.0 O' 0 0 0� 00 0 0 0 0' 0.0 0 0 ' 0 0 0.0 0 0 � 0 0 ' 0 U' 0 0 0.0 O 0 0 0 0 0 0.0 V 0^ 0 0 0 0 0.0 0 0 0 0' 0 0 0.0 0 0 L16 0 0 0 0.0 0 O 0 0 ' Page 12 DATE: 06/02/17 PROJECT: WINDWOOD HOMES ' ��8��U�U�� ~°u-ox�.°u.�� SEIS. TOTAL S{)R % 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 . 6205' 1044 41% 2571 0 2571 76 1.00 1.0076 V2 x 6205 1475 59% 3632 0 3632 76 1.00 1.00 76 V3 x 6205 308 12% 758 0 758 77 1.0U' 1.00 77 \/4 x 6205 933 37% 2297 0 2207' 94 1.00 1.00 94 V5 x 6205 902 36% 2221 0 2221 81 1.00 1.00 81 V6 x 6205 375 15% 923 0' 923 107 1.00 1,00 107 0 6205 0% 0 0 0 0 1.00 0 0 6205 0% 0 0 0 0 1.00 0 0 . 6205 0% 0 0 0 0 1.00 0 0 6205 . 0% 0 0 0 0 1.00 0 0 6205 096 0 0 0 0 1.00 0 O 0205^ 0% 0 0 0' 0 1.00 0 0 6205 0% 0 0 0 0 1.00 0 0 6205 0% 0 0 0 0 1.00 0 0 6205 0Y6 0 0 O' 0 1.00' 0 0 6205 0% 0 0 00 1�O0 0 200% 0 12403 ' M1 x 7881 1313 48% 3752 0 2571 6323 293 1.00 1.00 293 M2 x 7881 1444 52% 4126' 0 3632 7758 197 1.00 1.00 197 M3 x 7881 386 14%' 1103 0 758 1861 224 1.00 1.00 224 M4 x . 7881 934 34% 2669 0` 2297 4966 373 1.00 1.00 373 M5 x 78O1 790 29% 2258 0 2221 4479 303 1.00^ 1.00 303 M6 x 7881' 647 23% 1849 0 923 2772 269 1.00 1.00 269 0 7881 0Y6 0 0 0 O' 1.00 0 0 7881 0% 0 0 , 0 0 1.00 0 0 7881 0% 0 0 0 0 1.00 0' 0 7881 0% 0 0 0 0 1.00 0 0 7881 0% 0 0 0 0 1.00 0 0 7881 0% 0 O , 0 0 1.00 0 0 7881 0% 0 0' 0 0 100 0 . 0 7881 0% 0 0' 0 0 1.00 0 o 7881 0% U 0 ' 0 0 1.00 0 0 7881 0% 0 0 0 0 1.00 0 ! 200% 28160 0 2404 0% 0 0- 0 0 1.00 0 0 2404 0% 0 0 0 0' 1.00 ' 0 0 2404 0% 0 O' 0 0 1.00 0 0 2404 0Y6 0 0 0 0 1.00 0 0 2404 ` 0% 0 0 0 0 1.00 0 0 2404 ' 0% 0 U , 0 0 1.00 0 0' 2404 . 0% 0 0 0' 0 1.00' 0 0 2404 0% 0 0' 0 0 100 , 0 0 2404 0% 0 0 0 0 1.00 0 0 2404 0% 0 0 0 0 1.00 0 0 2404 0% O 0 ' 0 0 1.00 0 0' 2404 0% 0 O' 0 0 1.00 0 0 2404 0% 0 0 0 0 1.00. 0 0 2404 0% 0 0 0 0 1.00 0 0 2404 0% 0 0 0 0 1.00 0 L16 2404 0% 0 0 Ul 0 1.00 0 0% 0 ' Page 13 DATE: 06/02/17 PROJECT: WINDWOOD HOMES . WALL SUMMARY WIND Narrow INCR CONTR. MAX. SHEAR WALL min UNIT Panel SBS DESGN UNIT UPLIFT w/narw w/o HOLDOWN sill NOTES SHR IncreasE SHR W S SHEAR inor innr ph. V1 54 100 76 X 76 607 S S U OR 0 2x V2 46 1.00 ' 76 X 76 607 S S ' 0 ORO 2x V3 97 1.00 77 X 97 772 S S 0 OR 0 2x V4 92 1.00 94 X 94 750 S S 0 OR 0 2x V5 . 76 1.00 81 X ' 81 808 S S 0 OR 0 2x V6 155 1.25 134 X ' 155 1551 S S 2 OR 6 2x 0 0 1.00 0 0' O 0 DR 0 0 0 1.00 0' O O 0 OR 0 0 0 1.00 0 0 0' 0 OR 0 0 0 1.00 0 0 0 U OR O , 0 0 1.00 0 0 0 0 DR 0 0 0 1.00 O' 0 0 0 OR 0 0 0 1.00 D ' O 0 0 OR 0 0 0 1.00 0 0 8 8 OR U 0 0 1.00 0 0 0 , 0ORO , 0 0 1.00 0 0 0 0 OR O yW1 244 1.00 293 X 293 3220 A A 2 OR 7 2x M2 ' 144 1.00 ' 197 X ' 197 2172 S S ' 2 OR 6 2x M3 ' 354 1.00 224 X 354 3894 B B 3 OR 7 '2x M4 408 1.04 388 X 408 4488 B B 3 OR 7 2x M5 336 1.00 303 X 336 3701 A A 3 OR 7 2x M6 416 175 471 X 471 4575 B B 3 OR 7 2x 0 0 1.00 0 0 0 0 OR 0 O 0 1.00 0 0 0 U OR O 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 O O O OR 0 0 0 1.00 0 0 O 0 DR 0 ^ 0' 0 1,00 0 0 O 0 OR O 0 0 1.00 0 0 0 0 OR 0 0 0 1.00 0 0 O' O OR 8 0 0 1.00 0 U 0 0 OR 0 ^ 0 0 1.00 0 U O 0 OR 8 U' 0 1.00 O O O U OR 0 ' 0 0 1.00 U O 0' 0 OR 0 0 0' 1.00 0 O 0 U DR O 0 0 1.00 O ' 0 O* 0 OR 0 0 1.00 0 0 U 0 OR 0 O' 0 1.00 ' 0 0 O 0 OR O 0 0 1.00 0 0 0 O OR 0 0 O 1.00 0 ' ' 0 0 ' O OR 0 0 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 ' O ORO 0 0 1.00 0 0 0 O OR O 0 0 1.00 0 0 0 00RO 0 0 1.00 0 0 O ' 0 {)RU L16 0 1.00 0' 0 0 0 OR 0