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Specifications (93) skz w\t-1 s-t. git R O VV E LL 10570 SE Washington St Suite 212 ENGINEERING, LLC Portland,OR 97216 STRUCTURAL ENGINEERING Tel. 503-254-6292 Fax.503-254-6761 LATERAL ANALYSIS December 4, 2017 RECEIVED Mascord Plan: DEC 2 8 2017 22151 AD - FOUR D CONST CITY OF TIGARD IRMA DELL BUTTERFIELD PARK - LOT 10 BUILDING DIVISION TIGARD, OR 97224 120 mph Ultimate Wind, Exposure B Seismic Category D 2015 IBC /2014 OSSC Mascord Design Associates 2187 NW Reed St, Suite 100 Portland, OR 97210 Tel. 503-225-9161 Rowell Engineering PRoitit Project Number: 170456 $ P9 °�.� �-7 OIl{EG T. Rod 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 . . '._ . . !L I . , . • ,.. ,/....„..... ,- . . , I 1 4 . , --1, -11 r - 1 -7- 1 7 '; • —HE . -' 40;71-1-1 I- 1 I • ' . f p-1 ---- __ ,-,------- , i ___ 14,1'1 ,, _1 In J. i E 1 ' I t . i.'it'-'' '!..':',.. L-4-1-1r------] , --,;. •:„,;;.-:-- r . ;I 1 I . _.._ _ ..;.; _ r-,----7.----ri ri...--.1-i..- 1 i E--4-_7171 -1.- L :,..7i .1, , - .i 1.... ±4,.-,-i--': 1 I I ' i 1! '' NH' ' ' .1 Z ,,..W.'L'-----4---t'll-J---J-1--:-."---.),Ip!1 in ',--!:..„4 - --- 11,41 ,j it i ut,,,.! .- ,i-L! - ! -*:-..,'•::":-1 !! ! , t _,!!. 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SI • II , a I - I 111 i • • I -i --T--1 1 I • H.* ' I II ill P,1 t' • ,,..... 41!‘ ., .11- 1 1_ 1:::--- ' - •...______. • ,.-- • I , ........2—, ....,....._ .,_. ... ea ;, • . • t i ft :0 ,t t 1; • L r, t ;I rrrr .,.11..........___.......... II4 ii' 1 . . .,., IL .,, 1 . „...„,..., . . M8 M9 . . 22151AD E,1-r-rr'', ELEIkr TION Mrn on ItROVVELL / . ; / ENGINEERING, LLC CO t L E C T I C N Et,i,,,CTi..,,,t-1._ FING4NEE.,,* wo sr,,,S,HINOTtIN STRE£*VC 210 Prvi 10031 254-629.2 00 97. 100 W31 25-,4741 I _ Page 4 V11 V12 V13 * i" I i 1 • „f ■ II • t I ■ • • ' • f1 I. t-,a;-_--it't,':.‘I i I I t IT? r I i. M101141[' M12i' M13 illiibM5 22151AD C �.�. —� = / X10\I 6,..::..44...E e c / . i / ENGINEERING, LLC COLLECTION . . Page 5 . ' DATE: 12/04/17 PROJECT: 22151AD - FOUR D CONST WIND LOADS LOAD AREAS F-ROM CAD LINE A B C D LOAD mean roof height. h = ft 0 . _ 0 least horizontal dimension, b = ft 0 0 0 ' " 0 u=min(01b. 0.4h) >= max(3', 0.04b) 0 0 V5 104 ' 2246 O]b= 3.5 ft VO 52 98 2051 0.4h = 10 ft V7 28 28 42 82 2709 min = 3.5 ft V8 25 25 76 205 4636 V9 24. 29 88 187 4668 3' = 3 � 0 0 004b = 1.4 ft V11 9 11 357 . mox = 3 V12 64 1�5 304� V13 ' 23 63 36 80 2992 a = 3.5 ft 0 0 2w = 7ft 0 ' 0 0 . 0 , ux�hne. y= M1 97 1868 roof run, x =» -" ' 12 M2 89 1531 " a��n(�x) = 45.00 DEC M3 58 1253 M4 39 103 ' 2367 A= 21.0 psf M5 36 778 B = 14.8 psf K46 , 168 58 3574 C =mon psf M7 47 145 3509 O = 11.8 psf M8 63 210 4973 M9 60' 211 4925 K410 30 ' 14 . _ 855 yW11 0 M12218� 3715 M13 59 � 88' 2788 0 0 0 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 o 0 0 ' 0 0 ' 0 . . Page 6 • • • rii:7 13 0 '1- . v , ... r lr 0 <r) in [11 <-> Ltr---- --1 1 1 , .._ i I 71- 1 1 -- —- -___,------f<-,- •. .1 1 , ... A *".‘," . - A .A '''..i-(......C.F. ' , - - 22151AD :-_-_,--„,--, _,--._ co,--, ,_---_,L_/__\ ...___ _-..,. ..._ IlEt UM ROWELL / , / ENGINEER1NGt LLC CCLLECT ION e Page 7 r; V ,_ 0 0 0 -12 , , 1 ..1 SONLI a d 16 N ,. . . NOOK rimomminwneol ,,, .4.,..,GN,. , • ,i/ZIA -, 0 4, <N Cz RE 4.•,'T RV. , :> ! __. .., I ' , 1 C 1.1 4 ' ' e .....<-.....:-.,- ..-::::-...E E2ININ[C.:-. Fr C...).'r E ,,,,/ \ ,.. N 0 , • f • 1. .. • ,...• i f WitiffiNC: : !)1 'I! i' -,\----1 --I--J /P.-'...) I - t Is • <1--' I ,: I....--J ._.i . . . . .....- -... ..-..... - . . i 1 1 1 , 1 I ICE 22151AD \ ix-IN ' ' ',--00 -/- \ m I ROWELL _ 1./. , / ENGINEERING,LLC COLLECTION iimoommour . ma j Z.74 I . wa z, ..... , co cp 01 cz w a '- 0._ ct a — .. .,. I .3 . \ 0 , 1 — .116, kJ i ..., ' 0 , \ 0 SHEAR WALL SCHEDULE • co'''0 „ * HOLDOWN SCHEDULE • , CIETAIRMID --- (2) An,.ecito te ue VO . . ' , T„.1 r.e.. Vert TLTO It APA RATED PLYWOOD OR ORIENTED STRAND BOARD (I) 0,,,,,,,/,, $ecure„le.0 an cad toe,..,„ . , ^ coockc0 rhsTENhET'a(.41T44.)473 SC FF:t so,.L Pt.A TE ; !ALLOW c fc lc.etjerojec,1 elAiLING 1 j ha 1 NOTES :LOAD (3)felorre„toec_tee,To..„0,T 0 CP /PPP JoehtlE 0'0 ,,,, flecfoTt_ 163 1 I'M. 1 SPACIrce 1 T1 0 i.;SINKER I (14) I {2) . In (4,4,44,...4 0 A4D0A4 POTOO 10 etr lo reeoect cc „oe. „ (.71 rroo cor0000. ,„ ' r o ecoo...x.opecee __ , . I I 1(Si:..4 1334%21.2 r on e-no,cney , 6. OC 2), !48"°CI 1 i-H 1 0,3,,x.,,,,,<ajln ft,r..,,or 0 1,3To e 441t.e..e, . ' , noes or toot,<cc T.% I eonetere getreeq,ec.ro. — co. . . 1,E:,)0'4,,,,,x 3 f Rif 0-nou'cloy ec coccecee weSe 3)144,0 V "S" , V. PP et.or G141.0 X'',"n„cee,,,, woe.. o„, . Too 04 i PP ! 4"0 C ' 4.0C i 2$ I 43 DC 1 4) ..,on.z.,..88,884 -,..-- g8 '88" 1 +a ... (8)r,,,,,,er,4.rosi A..3: Q, voco.ene t + n_ e ,,, „1 2”0 C 1 3"DC I 2x 13' 0C cc*(4).1 Gm 0 10),16,10WIt re&ra 0 enee„..e..1 ecco Sr&tr,t1r&ICS Lcr \&1,,,,' ' r'TT.Tr ' 1 ,,,, 'r/ Oic 1'tte Pr krur 1 1 34"0 C UI<#"..' IS HD,Rj1 21:5,,' '2'3 2-CC , 33 22-0 c i &fee(4)ii Kgc • 1(10)Cf(1p 14 x„t.Af(15)led mere, „or trrd 1 n,S=37 o/001 16,1 eonoreor ts,&r,r,I:1' .0 ' 1 Iri," r.. 0,4, 1 1 '. I ..lt . kIS C4i,e/110 164 4neers eoco ono 'Tr 'Tr. r -- TT i I 3D- a 0 C. I 0BL 2(r1 20"0 Cuhno,47.12.i.,I,4zi{22; ... r T (f 20t T— '05[ Itt 1LA 'SDE r 'T'''.1'''TT,. 1 ! I —' e72 ) ''"-. '', aZ:pkaap, ; ! , AcTeTeD..c/(2..3)1h),,,,,,,,,rxe,en) ! , RASTC66 #,,, ,a,... .. , -4 ,,,..,,4wr ii. 4)(8) ,( I If. at f)033 1 ! 1 <1 I .1,1 3.X elute+toeoo0.oneoe oeco. , ocoecto eroo ,(JO,eV,r.-x ah-No..., Ext.h‘h,4/23( 13.3" „ao 0 .4 V OC. 1. 2. Or C APP 1,t,81 A hr`T.Urr"(e "...O. 4 .r.Ve‘,;.OP re 4, ';;;ITT r‘r'.... 1 k4 )2) , 1 i N1 III -I ta t (-1) 11.111.1iii.... Page 9 DOUBLE 2 X 4 OR & FRAMINC e LOCATION OF HOLDOUJN. LI 1 `L 11 1 j HOLDOUJN SEE SCHEDULE I I I tll 1 0 - ra _I_ _ _ __i L _ r, II , I 1 � - THREADED ROD II II Z I 1/2" APA RATED I I SHEAT HING I I. u..... -SLEEvE NUT e 1 ow BOLT SFLICE - _ _I_ -- ___- 41 I- 1 H I ►-"SIMPSON" STAB II II 150LT (SEE H #4 BAR I SCHEDULE) CONCRETE FOUNDATION 0 D 0 _N _ o SCALE: 3/4" c I'-011 - D—EXTEN DRAUJING NOT TO SCALE I N3_�_LLL CKCCcIIIMEEG2U B1 DfRAWN 5Y- J.Y_ CIVIL- STRUCTURAL ENGINEERS DATE- 02 -23-11 10570 SE WASHINGTON ST. STE 212 PH: 15031 254-6292 PORTLAND, OR. 97216 FAX 15031 254-6761 Page 10 COLUMN PER PLAN SHEATHING SOLE PLATE PER SCHEDULE SHEAR NAILING PER SCHEDULE NAILING TO MATCH SHEAR WALL EDGE EDGE NAIL NAILING REQUIREMENT / \ PER SCHEDULE P4 ,o0" WI MSTC PRE-BENT 1\ 1 STRAP PER FLAN. f ' 4&0 * MAX. MEW / - BEAM PER PLAN CONNECT JOIST TO / TOP PLATE W/ CLIP / -- EDGE NAIL PER PER SCHEDULE SCHEDULE 2>< STUDS F----ER FLAN ----- 4,-1 PER SCHEDULE C T 1 vE = E.__ 00 0IS \ - 2418 DETAIL I2) R ROWELL AL E 141‘151-1---- ENGINEERING, LLC I0570 SC 6117LET 5, ',J33 Z5.4 62S, PORIL.D.0. 97.6 r ,A051 2,4 Page 11 EDGE NAILING (2) 2x OR LARGER EDGE NAILING 11 DEPENDING ON H D. STRAPS gOCORNLARGEST TI-IE ER ) H D irAml Off`•V� (2) 2X OR LARGER 091l 111 LARGEST OF THE (2) H.D'S CORNER j (DEPENDING ON H.P.) ' FOUNDATION % a UPPER FLOOR CO (1\ D -IO_1DQUJ\ CQ 2 SCALE: 3/4" = DI AUJING NOT TO SCALE LI2gWELL EMIIMEEGHIM DRAWN CIVIL- STRUCTURAL ENGINEERS DATE - 0262 -11 10570 SE WASHINGTON ST. STE 212 PH, (503) 254-6292 PORTLAND, OR. 97216 FAX: 1503) 254-6761 , Page 12 DATE: 120PROJECT:PROJECT: 22151AD - FOUR D CO�� ' . ' ,,m0161111 DESCRIPTION: 2015 IBC, Binder-Stock SIMPLIFIED STATIC PROCEDURE -2015 BC BY: NA WIND SPEED: 120 Adjustment Factor for Building Height A 1.00 EXPOSURE: B Increase 110/B wind loads by 1.19 SEISMIC CAT: D to obtain 120VB »a 0.850 F`SDS=U 1.02 I R: 6.5 snow load = 30 F: 1.2 mean roof height, h = 25 ft A upper2046 A main: 2432 V=FSoxVVuL/Req12.14'11 A (nw�r� 0 ' ` ASD Load Combination = V/i.4 ««* IBC ASU DEAD V LOAD WALL HT. LINEAL SQUARE LOAD SEISMIC UPPER FLOOR PSF HEIGHT FEET FEET POUNDS POUNDS Eq. 16-21 ROOF/CEILING 15 2046 30690 4816 3440' EXT. WALLS 12 10 ' 200 12300 1930 1379 INT. WALLS 8 10 200 8200 1287 919 BRICK 40 0 0 0 0 TOTAL 51190 8033 8U33 5738 MAIN FLOOR ROOF/CEILING 15 798 11970 1878 1342 FLOOR 10 , 1634 16340 2564 1832 EXT. WALLS 12 10 250 14654 2300 1643 INT. WALLS 8 10 250 9760 1533 1095 WALLS ABOVE 20500 3217 2298 DECK 10 O 0 0 BRICK 40 0 0 0 0 TOTAL 73233 11492 8209 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 WALLS ABOVE , ' 24423 3833' 2738 DECK 10 0 0 0 BRICK 40 0 0 0 0 TOTAL 24423 3833 2738 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 280260 1 1500 CMuT12x36^ 6 2684 STHD14RJ A 850/350 2 3430 cmor12x*8^ 7 5090 HTT5 B 000/600 3 4700 ownT1ex60" 8 7855 HDU8 C 806/640 4 6210 ownT1ex72^ 9 9535 HDU11 D 980/980 5 9215 cmST12x90^ 10 14445 HDU-14 E 1280/1280 ? 14446 to high F 1540/1540 Page 13 DATE: 12/04/17 PROJECT: 22151AD - FOUR D CONST WALLS DIAPH. LOAD WALL SQ, FT. LENGTH LINE LENGTH OF SHEAR WALLS (FEET) TOTAL HGHT. BRICK NOTES 0.0 0.0 0.0 0.0 V5 3.0 3.0 6.0 9.0 V6 7.0 7.0 19.0 V7 3.0 3.0 9.0 V8 19.4 19.4 9.0 V9 24.0 24.0 9.0 0.0 V11 8.6 8.6 0.0 V12 4.4 10.8 15.2 9.0 V13 4.9 4.9 9.8 9.0 0.0 0.0' 0.0 93.0 M1 9.0 9.0 9.0 M2 8.6 8.6 9.0 M3 2.6 10.2 12.8 9.0 M4 3.0 3.0 6.0 9.0 M5 3.0 3.0 6.0' 9.0 M6 10.6 10.6 19.0 M7 9.0 9.0 9.0 M8 19.4 19.4 9.0 M9 44.0 44.0' 9.0 M10 4.7 7.0 11.7 9.0' M11 3.0 3.0 6.0 9.0 M12 15.6 15.6 9.0' M13 3.0 3.0 6.0 9.0 0.0 0.0 0.0 164.7 0.0 0.0 0.0 0.0 0.0 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 14 DATE: 12/4/17 PROJECT: 22151AD - FOUR D CONST , WIND 110/B 120/B SHEAR ADJ. X= LOAD FROM TOTAL TOTAL WALL 110/B 120/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 V5 2246 2246 1671 6.0 374 278 V6 2051 2051 1525 7.0 293 218 V7 2709 2709 2015 3.0 903 672 V8 4636 4636 3448 19.4 239 178 V9 4668 4668 3472 24.0 194' 145 0 0 0 0 0.0 0 0 V11 357 357 266 8.6 42 31 V12 3048 3048 2267 15.2 201 149 V13 2992 2992 2226 9.8 305 227 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 22708 M1 1668 1668 1241 9.0 185 138 M2 1531 1531 1139 8.6 178 132 M3 ' 1253 1253 932 12.8 98 73 M4 2367 2367 1760 6.0 394 293 M5 778 2246 3024 2249 6.0 504 375 M6 3574 2051 5625 4184 10.6 531' 395 M7 3509 2709 6218' 4625 9.0 691 514 M8 4973 4636 9609 7147 19.4 495 368 M9 4925 4668 9593 7135 44.0 218 162 M10 855 0 855 636 11.7 73 54 M11 0 357 357 266 6.0 60 44 1 M12 3715 3048 6763 5030 15.6 434 322 M13 2788 2992 5780 4299 6.0 963 717 0 0' 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 54644 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0' 0 0 0.0 0 0 ' 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0' 0 0.0 0 0 0' 0 0' 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0' 0 0 0.0' 0 0 0 0 0 0 0.0 0 0 0 0' 0 0 0.0 0 0 0 0 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 15 • DATE: 12/04/17 PROJECT: 22151AD - FOUR D CONST SEISMIC 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 SETS. SEIS. ABOVE_SEISMIC SHEAR FACT. FACT. SHEAR 0 5738 0% 0 0 0 0 1.00 0 0 5738 0% 0 0 0 0 1.00 0 0 5738' 0% 0 0 0 0' 1.00 0 0 5738 0% 0 0 0 0 1.00 0 V5 X 5738 166 8% 466 0 466 78 1.00 1.00 78 V6 X 5738 467 2- 3% 1310 0 1310 187+ 1.00 1.00 187 V7 X 5738 404 20% 1133 0 1133 378 1.00 1.00 378 V8 X 5738 1041 51%' 2919 0 2919 150 1.00'. 1.00 150 V9 X 5738 1004 4- 9% 2816 0 2816 117' 1.00 1.00 117 0 5738 0%' 0 0 0 0 1.00 0 V11 X 5738 56 3% 157' 0 157 18 1.00 1.00' 18 V12 X 5738 467 23% 1310 0 1310 86 1.00 1.00 86 V13 X 5738 483 24% 1355 0 1355 138 1.00 1.00 138 0 5738' 0% 0 0 0 0 1.00 0 0 5738 0% 0 0 0 0 1.00 0 0 5738 09i0 0 0 0 0 1.00 0 200% 0 11464 M1 X 8209 240 10% 810 0 810 90 1.00 1.00 90 M2 X 8209 154 6% 520 0 520 60 1,00 1.00 60 M3 X 8209 1- 28 5% 432 0 432' 34 1.00 1.00 34 M4 X ' 8209 227 9% 766 0 766 128 1.00 1.00 128 M5 ' X 8209' 1- 42 6% 479 0' 466 945 157 1.00 1.00 157 M6 X 8209 408 17% 1377 0 1310 2687 253 1.00 1.00 253 M7 X 8209 431 18% 1455 0 1133 2588 288 1.00 1.00 288 M8 X 8209 715 29% 2413 0 2919 5333 275' 1.00 1.00 275 M9 X 8209 1193 49% 4027 0 2816 6842 156 1.00 1.00 156 'Ml0 X 8209 221 9% 746 0 0 746 64 1.00 1.00 64 M11 X ' 8209 122 5% 412 0 157 569 95 1.00 1.00 95 M12 X ' 8209' 591 24% 1995 0 1310' 3304 212' 1.00 1.00 212 M13 X 8209 287 12% 969 0 1355' 2323 387 1.00 1,00 387 0 8209 0°i° 0 0 0 0' 1.00 0 0 8209 0% 0 0 0 0 1.00 0 0 8209 0% 0 0 0 0 1.00 0 200% 27865 0 2738 0% 0 0 0 0 1.00 0 0 2738 0% 0 0 0 0 1.00 0 0 2738 0% 0 0 0 0 1.00 0 0 2738 0% 0 0 0 0 1.00 0 0 2738 0% 0 0 0 0 1.00 0 0 2738 0% 0 0 0 0 1.00 0 0 2738 00/0 0 0 0 0 1.00 0 0 2738 0% 0 0 0 0 1.00 0 0 2738 0%' 0 0 0 0 1.00 0 0 2738 0%' 0 0 0 0 1.00 0 0 2738 0% 0 01 0 0 1.00 0 0 2738 0% 0 0' 0 0 1.00 0 0 2738' 0% 0 0 0 0 1.00 0 0 2738 0% 0 0 0 0 1.00 0 0 2738 0% 0 0 0 0 1.00 - 0 0 2738 0% 0 0 0 0 1.00- 0 _ 0% 0 . Page 16 ^ DATE: 12/04/17 P�RAOXE{ T: 22151AD - FOUR D CONST ^ . WALL SUMMARY V |NC7Nnrmw |WCR CONTR. SHEAR WALL min UNIT Panel SBS DESGN UNIT UPLIFT w/narw w/o M0LOC)VVM sill NOTES SHR Increase SHR W S SHEAR innr inor p|L 0 V100 0 ' 0 0 OORO 0 0 1.00 0 0 0 O OR O 0 U 1.00 0 0 0 0 OR O 0 0 1.00 0 0 0 O OR O V5 ` 278 1.50 116 X 278 2506 A A 2 OR 6 2x V6 218 1.36 254 X 254 4140 S S 3 OR 7 2x V7 6721.50 566 X 672 6045 C C 4 OR 8 3x V8 178 1.00 150 X 178 1680 S S 2 OR 6 2x V9 145 1.00 117 X 145 1302 S S 1 DRG 2x 0 O 1.00 0 0 0 0 OR O V11 31 1.00 18 X ' 31 278 S S 0 OR 0 2x V12 149 1.02 88 X 149 1342 S S 1 OR 6 2x V13 227 1.00 138 X 227 2044 S S 2 OR 6 2x 0 0 1.00 ' 0 ` 0 0 0 OR 0 0 0 1D0 ' 0 , 0 0 0ORO 0 0 1.00 0 , � 0 0 0 OR O M1 138 1.00 90 X 138 1241 S S 1 OR 6 2x K42 132 1.00 60 X 132 1192S S 1 OR 6 2x M3 73 173 58 X 73 655 S S 0 OR 0 2x M4 293 1.50 192 X 293 2641 A A 2 OR 6 2x M5 375 1.50 236 X 375 3374 B B 2 OR 7 2x M6 395 1.00 253 X ' 395 7499 B B 5 OR 8 2x M7 514 1.00 288 X 514 4625 B B 3 OR 7 2x M8 388 1.00 275 X 368 3316 B B 2 OR 7 2x N0 162 1,00 156 X 162 1459 S S 1 ORO 2x M10 54 1�OO G4 , X 64 574 S S 0 OR 0 2x M11 44 1.50 142 X 142 853 S S 0 ORO 2x M12322 t0U212 X 322 2902 A A 2 OR 7 2x M13 717 1.50 581 X 717 6449 C C 5 OR 8 3x . 0 0 1.80 0 0 O( O OR U 0 0 1.00 0 0 0 O OR 0 0 0 1.00 0 0 0 U OR 0 O 1�O0 0 0 0 0 OR O 0 0 1�U0 0 0 00 DR0 0 0 1/00 0 0 0 U OR 0 0 0 1.OU 0 0 O 0 OR U OO ��UD O , 0 0 O OR O 0 01.00 O O 0 0 OR 0 0 0 1.00 0 0 OO UR 0 0 0 1.00 0 0 0 O OR 0 0 0 1.00 0 0 0 U OR U . 0 0 1.00 0 0 0 0 OR 0 0 0 1.00 0 0 0 0 OR 0 0 0 1D0 0 0 0 O OR U -- 0 01.00 0 0 0 0 OR 0 0 0 1.00 0 0 0 OOR0 ' 0 O 1.00 0 0 0 O OR O 0 0 1.00 0 0 0 O OR 0