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R OW ELL 10570 SE Washington St Suite 212 It ENGINEERING, LLC Portland,OR 97216 STRUCTURAL ENGINEERING Tel. 503-254-6292 Fax.503-254-6761 LATERAL ANALYSIS January 10, 2017 Windwood Homes Olson Woods, Lot 11, 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 „SG G N���ss� Project Number: 44 � v. R-17-001 5 7P r iv /711 n ORiGO pr RO' *3 : DEC_ 31. AI 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. Page 1 • r _,_ __ 1 rilin111111 fit 4 1 iMill II MI Iii: 101 c) li ___ ] — 1 f Jo .... , mi, 11 - n ___-] NM i1 ll Iii \ 1, 1 i IAl)) \ ,P 11 iii 3LJI 1 NNE I 1 r�i : 11 ; I 1 �_ � ` 't9, �� II - am / Cl . 1 P ONT ELEVATION RC31�(ELL -« SCALE VS' . I'-CP �• ENGINEERING, LLC STRUGTU510). EN0)NEERI NG K G ::.570 92 59.69,690,09 679(29 592 29 26. 9031 294.6292 P ft.A34.ON 9755 FAY 15031 2546161 \ Page 2 . .1114r. _1p_ 11= 1 \ at < ol3 ui (1] U a • 3 IMIN4 It'Olt; -- t,, -1 ,i , I-11.' t „1 / w 11 w....1 iii_ 1.1 ,iiI __- --__ , i 1T -1__ �ji LIZ -M . N / E 'IsRIGHT ELE /4,TION RC�WELL `o= scaLE i,B • 1' 0111' ENGINEERING, LLC VR S STPAL,G0LJPAG" ENG1NEEPE NG 1:=10570 SE W9SNINOTON STREET STE 2Q PN.1503 254 929P PORTLAND ON. 97219 ENA 1503 159 655r Page 3 ii , i IIRE I IIi,. .......jgju ; a I .. - 13 N C i ! 1' 1111111 1111 a , : W _� I 111111i /,, I I II 0 I I I r I an ' 1110 - ,, i'l i I , [, ..,. mumps N N4Dnp �' � 1 ■e. ■ n v N N c$ ' REAR ELEVATION " SCALE ,1$ R ROWELL. O ENGINEERING,LLC �35Y4UCTUR4L ENG“NEERING *:=0105,0 SE WAS.X.GT0N STRE{:i 511 2,2 PrA.15031 i55.6P9, .ORiIANO.OR. 9,2,13 ,2,x55051 SSA.6,P 3 , Page 4 r -- r l__r L1?__i.r T t 1 r, _TlEri TI-IWIa i_ il _.„1,7;14-1_1. " I1 I L L.,_,,io i (Li 1 i i I ) I IIIA f_ , a I i I as inill Ili il ,! ,, / _ J TIT _ _ l__� . / pRimilmui li, _ A_ N N I,___. ' / CO n •AD B '_ . E SLEFT ELEVATION IIS" . 1'-0' ftROWELL ENGINEERING,LLC O STR 4C 7lR ENGiNEE R:Np i W5>O St WN9 AS.✓ TO6 STREET STE 22 PP.MOS 2.S.36292 f PORTL4!,OR. 912.6 FA%{5051 254 6761 Page 5 DATE: 01/10/17 PROJECT: Windwood Homes WIND LOADS LOAD AREAS FROM CAU LINE A B C D LOAD mean roof height, h =IIMM ft V1 30 15 68 38 2209 least horizontal dimension, b ==MI 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 00 0.04b = 1.68 ft 0 0 max = 3 0 0 0 0 a = 4.2 ft 0 0 2a = 8 ft 0 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 = 25.8 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0' 0 0 0 5 ..., Page 6 ,i..... . . r, r--it=,, ... I . MT !ESE ID Rfl MT - ., .. A tr ...-........, I . -0 Tr.. L.AND ING 7,P, p13 . DN. I \4,- Jr------ -. •;• t-t 0 1 a UAC GALLERY WIC Dt4 — •;,,-7 --1 • ir------, 1 <vs 1 - L;;); t 5 111111 ;-, 9 ISE D iRri 4 j -1-------L•Etio, - ._ •-•-•---........ PRI DOE 00N;JE opi / U. 7 \ . / / .—_ --- W1NDWOOD UPPER FLOOR PLAN ftROWELL SCALE :US' • l'-‘3, ENGINEERING,LLC 51 Pk,:T UR AL ENGINEERING 10S,0 SE oiaSKII.C1011 STREET STE 12 On ,503,2S.62S2 POITTLAM.OR 0774 15011031 213 VG. ,, 1 Page 7 V v c ST8236 11. . 111111110111111111416,._ _rjil ili--'-"\ il • r--- __1.... c.,„....L±i 1 1 1 I OU T OOR LIVING tartiilw GREAT ROOM I 1111 1 i ST4236 L. %., MP .--ei I .§A/Cil KITC3-4EN F.4Fhil ii 111 CmW TTP Ad VP ON 2 R IT D IN ING 1--4•10, 4.‘ 0 ... - 0 0 ilrii Trfa ..:) I 0,PANTRY .e.,\ 111111111111111•••••• C7-1 0 H ,...,, <:, L 1 _ 1..... .. ._ ,.. . ,) n moo. uP 3-CAR TANDEM GARAGE OYER = I 2E_N 0 0 wpx4r,5TitAr5 ink AROJI•0 eM 41Eit OR Del AT-\ NV 1 Ea 1 TY p 1 D ENTRY * 1 ON TO -, • 1 Eii\ GRADE 7 '' ; "" I. ;MAR STRAP [ I!i AROUND er1 1 I OR DEL JR', ------ I pFzi,raLuAl 1 iY ___--- _------- INDWOOD MAIN FLOO PLA N _ C.1.AnN 0,24,14 A, SCROWELL ALE 1/a" . I•0' News o,,lo,,, p4A /I ENGINEERING,LLC S,PUCTUFP,P1- ENGINEEPitNG 0510 51 SISSNOTSTON STREE T STE 212 PH 10031 214-6202 10011 060 OR 9724 F00E5031 714 606i — 1111111111111111111111•111111I ....1(...34.4 J--1 , RR W z �` CD W z Crz 64 05 CL W 1' 14 qe e0 alai r .,; " a Mal 1?a 1 liI • SHEAR WALL SCHEDULE • p72XOF3tua3moo re"Oc • HOLDOWN SCHEDULE • "i SEISMIC ZQNE D (2)Anchor ban to oe VO,00ts ojrronr ampeament oto MARK SIMPSON' FASTENERS CAPACITY! APA RATED PLYWOOD OR ORIENTED STRAND BOARD (I) canasta Secure o,8P /' s at BPS V-6 (9) MOOEL# (8S.) NOTES FASTENERS(3).(5(6)(7) SOLER( SILL PLATE ALLOW BPS�°"-6'wu PaaowCO.0.t wo3ner. 0(8600 sNo r 't blm 010.lo /* /wn/ak9 4/0 MARK PANEL NAILING 3 mnrmaa.,SILK.noilw O 12 OC \'.,,l p°r'1 THICKNE5S O PANEL. AB NOTES LOAD () rerpsrea +1160 O '0c. TYPE EDGES )60 42E SPACING 4 ' y�� ()f ;nq•wp. goo l0 toe J.nom;na SINKER (14) (2) IN •'aor C45Tt2.1 (7}+6a c {\)wpm` w/ 9 1 a 1 36"long 3 at wm mo. 1 sa _ rw .toe 1m avica wan, �/ 0' O'etn P•xA< I {5)0,31 2}rs F RX� 4 ' 6a reP�acw ilk CMST72 .J I of wcomm.O fa .mc 6"OC 6'OC. 2X 48'OC. 2C0 0131 X 2)5 dor 0113`0 x 2.6'hot p a 3.30 , 48'Lon (,(,1, '6'ix- tt t qd w p nw. gl n ao. { ) • (6)0148'0 3'F RX P-naa mak 6a rw'oree+00 0.1480 X <>CMST72 x (d2)Im comm D 1e I 3 or 0.12E 0 X 3'hat 0,0 a wmdw 65"to 0005 of 0000 and a»«m1a) , 3. f 0.13„..2A' 4'O.C. 4.O.C. 2X 46'O.C. R.8 co , pa w pox hoe 3 9 »e '5) e-ono 7 J�0U0 W ((7)•f.Rn P-oor-oatignaea3 a fun roona-neoa power no.. CMST)2 xi i29J 0I6a 0«++n 0 4 72"Long w03 6.210 dor 0.131 e.24' 2'OC. 3'O.C. 2X t3'O.C. see(4) a 4♦ i... (6)k. x6 pax•coon me '3`3r s Rn®-xxa 3X 31 O.C. .911 0 (9)Xa4o w O won ma of each SheMwad 8:toil. d CMST12 x (34) E0“s m4 9.211 i ri Z 1 r e 2x studsNot sr1'g.anm be eo9e no ea g 90"long "o at 111 ,0 woo oar..swo1 ar" 1• 0.13: a•:h' 2"O.C. 2'O.C. 3X 22"OC. see(4) • (10)CBST 1.X 3O-L a/(6)16a comm act,ma. STH014RJ (30)16a stokers. 666 E6o on NM on j 451 37 w/(10)16tl common ar 'ra1 7 'IS," s Rn.w-x.rk 4 4STC40 6/(14)166 nxerx eac a. F ma. Ea...006 W ( oan !5 */)22)ISO common SWUM"each wa t / HTTS (28)54%.26 s 4090 N an w/('.)25 45 x 1`../f Q ,( (11}C44ST 14X60"(16)' \% ,),& 0131r•«au- 3'O.C. r O.C. 081.1X 20'OC. see(4) 9t(0 1 450552w`1(22)160...kersrns 00 wrn0 xno 2h re.. f(1' v %2- 30 20'O.C. 980 Iz 5051 14 X 72"Lwe an e04ers 50cn If 6r0 -(3j„yea 0. (f` EA.SIDE +( ) */(29)160 c en0. HOU-8 (20)]D6Y'.1h' taaue. fie 05160./(23)166 carmn wen ma } I tore.+,1184.1. /Lao •6'tot 1 n13t ..2h' 2"ac 25'O.C. 30 t6'O.0 sae 280 451[66 w/(321(60 sktkeS wen wa J l'��w`/: 280 {367 say k'x z7}'.«0wa `1 `� ! -xxi ) I' ASg7 ..' ',W A 6. I 6 _J I EA. 510E r.Rh.• (4).(8) a 4a ADV-)) ./zx'.zx'.tr'pm.«6R1 s.us Cal.St mu. Sox ! } ( ) r use m XH0014 to Ploce al NDU-14 !man.(2)nuts. n 10'x° .0 emote 1 1(14)SX dote•.cH,aa.here sna.n on lwnoolwn Pan 3I� (36)SW X 2)5 x.. 6 ° 4 I. ,%," 0.06• 3- 1 2"O.C. 2"O.C. 3X 13"O.C. I 1 .✓_.-� HDU-)4 '' 3or wa 1..s ''''''''rm a. " EA. SIDE RX.'''1" (4),(6) i 1 ` 00(13) ai u-.2x ,m are' 110. 1 03/07/14 a)4,6.e "° m a•.a «wr Da <1.+ 'ei l ' ›C tic . Page 9 DATE: 01/10/17 PROJECT: Windwood Homes ,nm0161111 DESCRIPTION: 2015 IBC, Binder-Stock SIMPLIFIED STATIC PROCEDURE 2015 IBC BY: S.A. WIND SPEED: 100 Adjustment Factor for Building Height A = 1D0 EXPOSURE: B Increase 110/B wind loads by 0.83 SEISMIC CAT: D to obtain 100/B ' (Soo=2/3 Sws) 0.850 1.2SUpI 1.02 U R: 6.5 snow load = 30 A upper: 2520 mean roof height, h = 25 ft A main: 2758 ' A lower: 0 V=1.2SouVVo'/R ASD Load Combination = VY1.4 WDL 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 952 080 ' 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 0 ' 0 0 0 WALLS ABOVE ' 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 (plf) Floor to Floor Holdown Floor to Foundation Holdown Shear wall wind/sain Tag Load Type Tag Load Type S 260/260 1 1500 cmsr12X36^ 6 2684 STHD14RJ Al 350/350 ' 2 ' 3430 cwsr12x48' 7 5090 HTT5 B 800/600 3 4700 cMsT12x60^ 8 7855 HDU8 C 896/640 4 6210 cmmr12x72^ 9 9535 HDU11 D 080/980 ' 5 9215 cmnr12x90^ 10 14445 HDU-14 E 1280/1380 ? 14446 to high F 1540/1540' . • Page 10 DATE: 01/10/17 PROJECT: Windwood Homes WALLS LOAD WALL SO, 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' 0.0 ' Page 11 DATE: 1/10/17 PROJECT: Windwood Homes . ������� ��"v��� 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 01' 76 , VS 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 0.0 0 0 0 0 0' 0 0.0 0 0 0' 0 0 0 0.0 0 0 0 0 0 0 0.0 0 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 12880 O. 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 '1V44 3836 2730 6566 5426 13.3 494 408 M5 3509 2516' 6025 4979 14.8 407 336 MS 3569 1614 5183 4283 10.3 503 416 0 0 0 0 0.0 0 0 0 0 0 O' O.O' 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.O' 0' 0 0 0 0 0 0.0 0' 0 0 0 0 0 0.0 0 D 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 O' 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 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 O^ 0 0 0.0 0 0 0 0 � ' Page 12 DATE' 01/10/17 PROJECT: Windwood Homes ����k����U�� ��u~x��nvno�� SBS. TOTAL SDR. 96 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 6205 1475 59 ' 3632 0 3632 76 1.00 1.UO' Y6 76 V3 x 6205 308 12% 758 0 758 77 1.00 1.00 77 V4 x 6205 933 37% 22U7' 0 , 229f 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% O 0 U 0 1�O0 , 0 0 6205096 0 0 0 0 1.00 0 0 6205' ' 0% 0 0 0 0 1.00 0 0 6205 0% - 0 0 0 1.08 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 0% 0' 0 0 0 1.00 0 0 8205' ' 0% 0 0 0 0 1.00 0 200Y6 0 12403 K41 x 7881 1313 48% 3752 02571 6323 293 1.00 1.00 293 M2 x 7881 1444 5296' 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 I M4 x 7881 934 34% 2669 0 2297 4966 373^ 1,00 1.00 373 M5 x 7881 790 29% 2258 0 2221 4479 303 1.00 1.00 303 K46 x 7881 647 2396' 1849 0 923 2772 269 1.00 1.00 269 0 7881 0% 0 00 0 1.00 0 � , U^ 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 0Y6 0 0 0 0 1.08 0 0' 7881 0% 0- 0 0 0 1.00 0 0 ^ 7881 0Y6 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 0 200% 28160 0 2404 0960 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 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 O � 0 2404 0%' 0 0' 0 0 1.00 0 0 2404 0Y6 0 0 0 0 0 � 0 0 0 1.00 0 . 0 2404 0% 1.00 0 i 0 - 2404 0Y6 0' 0 0 0 1.00 0 0 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 ' 096 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 U 0,` Page 13 DATE: 01/10/17 PROJECT: Windwood Homes WALL SUMMARY WIND Narrow INCR CONTR. MAX. SHEAR WALL min UNIT Panel SETS DESGN UNIT UPLIFT w/narw w/o HOLDOWN sill NOTES SHR Increase SHR W S SHEAR incr incr plt. 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 O 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 ' O OR O 0 0 1.00 0 0 0 OORO 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 O 0 0 1.00 0 0' 0 0OR0 0 0 1.00 0 0' 0 ' 0 OR 0 M1 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' 1.75 471 X 471 4575' B ' B 3 OR 7 2x 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 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 O ORO 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 OR 0 ' 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 0 ORO 0 0 1.00 0 0 0' 0 OR 0 0 0 1.00 0 0 0 0 ORO 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 ORO 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 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