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VA-5'12b l/- ©d 22-7 cove- OW E L L � 11 P A4 1570 SE Washington St Suite 212 ENGINEERING, LLC Portland,OR 97216 STRUCTURAL ENGINEERING Tel. 503-254-6292 Fax.503-254-6761 LATERAL ANALYSIS vE June 2, 2017 JUN 12 2017 CITY OF TIGARD D WINDWOOD HOMES ,JILDING $ SION 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 .octo PRo, 45, Project Number: �C{NFF• , • R-17-045 I 5P 0;72-v r` f�ORGON - CZ T 22 A`3- 4.1f1 T, OT, A014 EXRMS: ral 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. I . Page 1 , 1 , _ iiThu- ai-- ,- \ 1 ! 1 1 I. / _ _ ...... [ ‘ , i T il I ' i il i 1 !, t. , I 1 I 1, „,I, , )' I,, ..,1, 1 = II 1 ___, / It!, .14 2 MEI / , 1,1 i / 4---) I 4' I r , / _ ______ 1 ' -1:1- - o 1 fllir-- I , , __,... r: , /, i ,/ L .., - 1 /- _ d__,--_, // i L . , cp - 1 i r I ' ' r/ 1 } ,” Irr ---il, / f / 7 / , 1 L qa \\ n; i 1 ". 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I ELEVk,TION ROWELL ....,-,: ENGINEERING, LLC * s 5,RuCTURAt E.JG,Et.:4,0 ,0570 SE NAS4INISTOas StAtEV SIL it7 Pvi 16,3;R6+6392 —... Poet AM)OP AIDSFAXIV,.. no 676. Page 4 1-- . 1 , 1 , L I \ r- ' ' [ X ;. 11 / • ' t \ , I.IT 1! ' . . 1 \ .- . . I.... . ..L........ ' —14......,.no 1 . . i \ r....T..........---,......../ . i , , , ! -11 , . i i• I 41 _ i hi illii I; 11, 11,,:: • I I i I I II:j1; !i: 1 _li. li 'illri''HIAM , _.- -_-:_-_ ___ .........Z._-___=-------- I , ' ,,1•j 1 11 I 1 I 11 ' 1 1 Irl I'i II I 1 ill I i 1 1 01 ! Z 1 1 I CI < in . , i 1 ' 1 i 1 , • i 1 II 1 .. I I 1 i 1 I 1 I 1 Imo 1111.11••IMMO•MIN=III NNW I H 1 •MM.••f•iff 1 HI II 1 : 1 H < Hi 1 ,, fl 1 I -4, 1 , , , ; • , [ _., I, ., • , ,... 4 ii Ii ' : 1 1 I '...".Ti. EP T ELE\•//2-,,. TICDN itR OWE LL f,. .../ S` . 1-0' ENGINEERING,LLC 19578 SC 6;;ASR1,1.96 SfR41 i S,I i;., PR IRON.6 62-02 POR1,h0.OR 472.0 i 66 7031 270 699; \ Page 5 DATE: 0802/17 PROJECT: WINDWOOD HOMES WIND LOADS LOAD AREAS FROM CAD LINE A B CD LOAD mean roof height. h = ft V1 30 15~--68 38 2309 least horizontal dimension, b = ft V2 38 16 76 01' 2655 V3 40 17 1156 o=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 04h = 10 ft 0 0 min = 4.2 0 0 0 00 3' = 3 M 0 ' 0 0.04b = 1.68 ft 00 max = 3 0 8 0 O a = 4.2 h 0 0 2a = 8ft ^ O 0 0 0 roof rise, y= 4 M1 80 123 4180 roof run, x = 12 M2 71 136 4171 arctan(y/x) = 18.43 DEG M3 93 2399 M4 223 3836 A = 25.8p sf M5 204 3509 B =MEE psf K46 113 38 3569 C =Mal psf 0 0 O = psf 0 O O O 0 U 0 0 0~ 0 0 0 0 ' 0 0 0 0 U 0' 0 0 U 0 O 0 O O O O O 0` O 0 0 U O O 0 O O O 0 - 0 8 0 0 L16 ' ^ 0 Page 6 V ci MSTR 5E DRM ci 1 e's > 0 T1F SE DRM 3 • Se0 —111 (1- E FO- D RM 4 acNus gA,PGE F • 0 0 0 WIRUDc?QF — R OW E L L 9C.:ALE I a s I-C ENGINEERING, LLC 0505" S722,2,,,St2t ENC,,EF, 105,0 St 30S4it.5214.515557 515 275 5017 2S 529? 10577509 Cl 5725 5-224522 202 276 Page 7 ..) v • 0, , ‘ 10 9741:, I 1 / : . 014. ,i' 0 ' ' — _-- —4 .0 = d c _i, ,._._,„:„ , Li f Q1„Es e 7 t j...I vING 1 8EPFRI'l GREAT ROOM I I 1 I I 7 : P , 0 ti,, KITCHEN , -,•) FOYER 1 , 1 -,. IQ 2 li• 14,.. DINING U . 1 1 TYP I 0 ,.. PANTRY r_.—......_ ,./ I I — el+., 0 TYP /\S 1 1 all ..... .... - I rilliMminill ('') 3-CAR TANDEM GARAGE up FOYER 0 0 L L3 , ORAP STRAP PR011sr.7 mr, ,,,7 of oeL.AT t 11 , tri ../ N-m.1 t:v - i ; . I. . -c D ,JRAF STRAP n ,..,„....e.,_4.....- . [--1 I _„... 1-- - 2RILEL.I.L=4-r , ROME 1\/.1/L IN FLOOR PLANlit WELL 155,,,,, t2,24,,5 It 4 SCA•LE 145' • 1-e. ENGINEERING,LLC ootro si WASti.Tpri 5,1551 SIC $42 P.4 MI 224 5292 .00th i045,Ort 9,2. rdx12011 254 Vbi 0 ) _ . 111.111111111111.MII _is) ...1-15 ;1 Le Z- CO • ''' (I) CD CO Cl- 0,r▪1sr, allia" t7,...i. '111 4,,,, \ • SHEAR WALL SCHEDULE • • HOLDOWN SCHEDULE • • (I) 20 OF.91.9 max 16'6 C SEIS11.1111.1111111.1111111111111.111 MARK SIMPSON FASTENERS CAPACIT)4 NOTES APA RATED PLYWOOD OR ORIENTBD STRAND BOARD (I) conceme Seco,.me)BP V-6 o,BPS V-6 1q) MODEL% (LBS.) 1 f- I BPS ...I on acetenat ea.c.,washer No teecet wm ewe to I FASTENERS(3).04E,.(6).(7) t SOLE R SILL PLATE ! ALLOW nolciown now 4,/,..M4/4.19 L. , i MARK T.70,11,(ELss NAILING A8 NOTES LOAD 0)Inleeetoroto Cads°aka 0 12"0 C regueeb 4/I641 0 4•0.0 0 PANEL 0 TYPE EDGES 18. ma SPACING (4)Fromag 0 oa,eneg panes to be.3%normnol(0'mace CNISTI2 e (2}Iwo eceme, ,„,,,,,,,,,,„„,,,„,,, SINKER 04) m VS ot/loweng stagger. 36-Long `x.x F.F°.x^F ...Ho) I N 1 ig8 ChISTI2 .' 04)leo comm. 6'O.C. 6'0 C 2X 8O.C.4 " 0.,3,'.x Di-‘......).),no,:or 0 11.3".x 2)chot eo o., > 1901110.001.111.0 lb.M. 1 w.1;1) U.I• (6)0314,8*.x 3"n13.,RN 0P,-3740mxo,. .3.6enor,eo;OCCO Id,itn.0 1460 X 40o,C6AIS212 x (22)16a common weblee Er Long 'at ewe,en4 ‘ee(121 --1e O.0 e 0.C. 2X 46 0.C. u) goIevezea box no2 1 LU (7)"F RN P-nol--Oesigeotes o V.)esano-neoa power now CMST)2. (29)1..9.. 72"Long 01)hemenorn.X6 oast 0 wool ma I DI 0 i. ...2A" 2"CC 3"O.C. 2% 13"OC sae 01) •.4 CMS212. (39)Wo u.y..... an P-roat (9)110030ents act.0 4.134t1 en0 of teen smear.)dc melee Z to Hy,abode 2x moos WOlt 4neg lee.oe cage noied ..e 90"Lcog to eoce Holoo4n Slu6. 9.2, , LLI 1 ,,, 2.Q.C. 2-0.0 30 22 O.C. see(4) git • 00)CMS1 1.4 x 361../(8)16a comm.owl eno. .G STHDI4PJ (30)I6a ..I I4ST 37 wf(10)16a common or emus 0.11 enc. I l'12" r en P-N. e4S2C40*754)16a erasers cam,end I 746- 1 3 (II)COST 14 X 60%../(22)I60 aamme,or.owors oo,"ana G HTT5 (WI 16a e.t, I Selte24 1 Co,eewen1 wen 1 ,e•Nbo-.5 5..” I wit`et S155 A'T NX.411 4/06)Ma Le.o...m.m eoxo via 211 wee 0(4 4..1A" 3"O.C. 3-O.C. 06).24 20"CC. 5Cc(4) aii8 AISIC52 w/(22)16t1 sekey's each et,4 1 I (i)1 30 20"Q.C. EA.SIDE 'x`'P.-."- (IX)COST IA.225.029)164 common or 5010*15 410011 0*10 809-8 1 (20)602A-.2.2i 7.47o 1 ..,e7“0.etrl'ee ,A 1 'A5' 05160.021)164 common coon ma , Ave.e.5E424 1 1 ./16.0 90.1.0.08 05)566 w/(32)Ied wekes coon ere 1.30)505('x 4I) .--‘r«vows,' 4frir i '5'1'. '3I o• (08* 2"DC 20 0.5. 34 IC SC. 444 091 .. re AN,vuoncleo 104 A ft b./7.1111. I 1118811 ../0,..0,1.1,1‘ww.w,0, b.,. mwooxtr ewec me No EA SIDE (13)/Joy oce on te10014 in 0.,..*of HI.)1,-.14 ppm ((4)3%Pk.requ,t4 more moor.on Ioonaalen eon .G ' 'ilVA35n 1.-.X.41 I I iO.,../.4 6X6 gosi r66 el EA.SIDE 2"(lc 2-C.C. 30 13"O.C. %FF Rig >! 'x" K(8) 03/02/14 bee 3)' '....., 16X36*47:17...':n:f% 1com (2) a,Pe 10.'IC • . ..ed 1 44 Ci [HI.! I 1 1 {"I (D IMMENNOMMIIN • Il< : • i Page 9 DATE: 06/02/17 PROJECT: WINDWOOD HOMES ve,20161111 DESCRIPTION: 2015 IBC, Binder-Stock SIMPLIFIED STATIC PROCEDURE - 2015 IBC 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 100/B , (Son=2/3Sw«) 0G50 1.2SDSU 1.02 U R: 6.5 snow load = 30^ A upper: 2520 mean roof height, h = 25 ft 1 A main: 2758 A lower: 0 V=1.2SooVVm/9 1 ASD Load Combination = VY14 WOL 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 0' 221 11492 1803 1288 INT. WALLS 8' 9 175 6067 952 680 BRICK 40 0 0 0 0 TOTAL 55359 8687 6205. ` ROOF/CEILING 15 745 11175 1754 1253 FLOOR 10 2013 20130 3159 2256 EXT. WALLS 12 11 225 14850 2330 1665 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 |NT. VVALLS 8 O . 0 0 0 WALLS ABOVE 21450 3366 2404 DECK 10 0 0 0 BRICK � 40 � 0 0 0 0 TOTAL n� 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 (plf) Floor to Floor Holdown Floor to Foundation Holdown Shear wall wind/seis Tag Load Type Tag . Load Type S 260/260 1 1500 CManzx3a^ 6 2684 STHD14RJ A 350/350 2 3430 nwsr12x*8' 7 5000 HTT5 B 600/600 3 4700 cMsr12x60"' 8 7855 HDU8 C 896/640 4 6210 cmSn2x72^ 9 9535 HDU11 D 080/980 5 9215 cmarmxmr 1O 14445 HDU-14 E 1280/1280 ? ' 14446 ' to high ` F 1540/1540 Page 10 DATE: 06/02/17 PROJECT: WINDWOOD HOMES WALLS LOAD WALL SO, PT. 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 ���U���� ��""��� 110/B 1008B 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 0.9 117 97 V4 2730 2730 2257 24.5 111 92 V5 2616 2516 2079 27.5 91 76 V6 1614 1614 1334 8.6 188 165' 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 O_ 0 0' 0 0.0 0 0 0 12880 M1 4180 2209 6389 5280 21.6 208 244 M2 4171. 2655 6826 5641 39.3 174 144 M3 2309 1156 3556 2938 8.3 428 354 M4 . 3836 2730 6566 5426 13.3 494 408 M5 3509 2515' 6025 4979 14.8 407 336 M6 3569 1614 5183 4283 10.3 503' 416 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 34543 0 0 0 0 0.0 0 0 0 0 0' 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0' 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0' 0 0.0 0 0' 0 0 0 0 0.0' 0 0' 0 0' 0 0 00 0 0 0 0 0 0 00 0' 0 I 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 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 0.0 0 0 . 0 0 -^ Page 12 DATE: 06/02/17 PROJECT: WINDWOOD HOMES ' SEISMIC ~�u-n~�"°vn�� SEIS. 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 . 6205 1044' 41% 2571 0 2571 76 1.00 1.00 76 V2 x 62O5 1475 59% 3632 0 3632 76 1.00 1.00 76 V3 x 6205' 308 12% 758 0 758 77 1.00 1.00 77 V4 x 6205 933 37% 2297' 0 2297' 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 U U O 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 6305 0% 0 0 0 0 1.08 0 0 6205 0% 0 0' 0 0 1.00 0 0 0205 0Y6' 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 U' O' 1.00 0 200% 0 12403 W11 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 y34. 34% 2669 0 2297 4966 373 1.00 1.00 373 M5 x 7881 700 2Q96. 2258 0 2221 4479 303 1.00 1.00' 303 M6 x 7681 647 33Y6 1849 0 923 2772 269 1.00 1D0 269 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 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 0 ' 0 0 1.00 0 0 7881 O96 0 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 D��. 0 0 � 0 0 1.00 0 0 2404 OY6 0 0 ~ 0 0 1.00 0 U' 2404 0% 0 0 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 0' 0 0 1.00 0 0 2404 096 0 0 0 0 1.00 0 0 2404 0% 0 0 , 0 0 1.00 0 , 0 o 2404 _ 0% 0 0 0 0 1.00 0 U 2404 0% 0' 0 0 0 1U0' 0 . 0 2404 0% 0 0 0 0 1.00 0 0 2404 096. 0 0 0 0 1.00 0 0 2404' 0% 0 0 0 0 1.00 0 L16 2404 0% 0 0 0 0 1.00 0 • Page 13 DATE: 0002/17 PROJECT: WINDWOOD HOMES ' WALL SUMMARY WIND Narrow |NCR CONTR. MAX. SHEAR WALL mm UNIT Panel SBS DESGN UNIT UPLIFT w/namv w/o HOLDOWN sill NOTES SHR Increase SHR W S SHEAR inor inrr pit. V1 54 1.00 76 X 76 607 S S 0 OR 0 2x V2 46 1.00 76 X 76 607 S S 0 OR 0 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 0 ' O OR 0 0 1.00 0 O 0' 0 OR 0 0 01�0O 0 ' 0 0 O OR O 0' 0 1.00 ' 0 0 U O OR O 0 O 1.00 O ' 0 O 0 OR D 0 0 1.00 0 0 O OOR0 0 0 1.00 O' 0 0 0 OR 0 0 0 1.00 0 0 0 0 [)RU 0 0 1.00 0 0 0 0 OR 0 0 0 1.00 0' O O 0 DR 0 ` W11 244 1.00 293 X 293 3220 A A 2 OR 7 2x M2 144 1.00 197 X 197' 2• 172 S S 2 OR 6 2x M3 354 1.80 224 X 354 3894 B ' B 3 OR 7 '2x M4 ' 4• 08 1.04 388 X 408' 4• 488 B B 3 OR 7 2x M5 ' 3• 36 1.00 303 X 336 3701 A A 3 OR 7 2x M6 416 1.75 471 X 471 4575 B B 3 OR 7 2x 0 0 1.00 0 0 O 0 OR O 0 0 1.00 0 ' 0 0 D OR O 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 OR 0 0 0 1.80 0 0' 0 U [)R0 0' 0 1.00 0 O 0 . ' 0 OR 0 ' ' 0 0 1.00 0 0 0 O OR � 0 0 1.00 0 0 O O OR 0 � 0 0 1.00 0 0 0 0 OR 0 . 0 0 1.00 0 0 0 0 OR O 0 0 1,00 0 O' 0 0 OR 0 . 0 01�00 0 0 0 0 DR O ' 0 0 1.00 0 0 0 0 OR U ' 0 0 1.00 0 0' 0 0 OR 0 0 0 1.00 0 0 U 0 OR 0 0 0 1.00 0 0 0 O (]R 0 . 0 0 1.00 0 0 0' 0 OR 0 . 0 0 1.00 0 O 0 U OR U 0 O 1.00 0 ' 0 0 U OR 0 0 0 1.00 0 ~ 0 O DR O 0 0 1.00 0 ' 0 0 0 OR 0 ' 0 0 1.00 0 0 O' 0 DR 0 0 O 1.00 O ' O U O OR 0 0 0 1.00 0 0 0' O OR O ' L16 0 1.00 0 0' 0 0 OR 0 ^ .