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Home My WebLink AboutB06-0020 Plans Rev. 2-10-0614.4 15.4 15.4 15.2 15.E ~ 14.4 - 1 14-5 ~ ~ 10 5-31 10 5 3 ~ i 2 14-5 11-10~ 3 TREADS @ ll = 2-9 4-81iq ,4►~ 9-21 4 9-~ i~ 6 TREADS @ 11 = 5-6 4-7 i,~ 41~ 4 RISERS @ 7 = 2-4 s-51~ B_51~ 3-53,g 3-9 12-ls~g 3-5~ ' BACK TO BACK OF CHANNEL ~ , ' BACK TD BACK OF CHANNEL 1 1-0 1-11 1-0 1-11 TYP TYP C SA12 5A12 ~ ~ 5A9 5A12 DECK LEDGE L 5A 10 TYP ~ TYP ~ 5R 1 B DECK LEDGE L DECK LEDGE L HANDRAIL C4_0] ~ -DECK LEDGE L DGE L ~ HANDRAIL [4-OI o [6-Ol ~ (3-0 A.F.F) ~ C4-OI { , N.1 N.1 I___-________ _J L I I I - I ~ II gl gl II I I I ~ I III II ~ 1 I II QI QI Q~ III ~ j ° I .III II II II III I ° I III II III QI ~ UI Q III I ; ~ ~ III I II III I ~ III II 1 ~I~s r~s.~ 2VL1, 20 G GE, D CK to Q► ul QI III I I 0 2VL , 20 G14GE, DECK III gl ~ ~ t gl - III I o i III II I i C ~ DOWN TO EL. 8185 0 III ~ I I I ce 1 I II I II EL; 8185-0 I , w I I II I ~ ~ i ~ ii I n I DOWN TO EL; $185-Q iii I I w ' I g II 1 m III I I ~ I T.O, CONCRETEI ~ I I I II QI I pl 8~ III EL. $165-0 I H I III g l t~► al L~ ~ I I II I I ~ z I III g l ~ I III I I I I I 8 1 I ~ I III I E I II Q I ~ Q T. 0, CONCRETE I I II 9E QI QI 'III I u~i I III g l I I I I III I ~ I III I I I I D III QI ~ DI QI 0I I D III Q( ~ QI III p.l I , I II II II II I I I III g( I I 2 LJ, 20 GAGE, DECK, i i 2U~J, BO GAGE, DECK ~ I ~ II I ~ ~ I ~ i 11 13 I z i 5~ ° EL; 8187-4 I SLAB EDGE ~ ~ z EL 8169-0 SAf3' SA13 I I m~ w I I I~ w I T.O. CONCRETE Sf 1 i ~ (BTWN STRINGERS) i i ° I T.O. CONCRETE II I o I (f fE SLAB EDGE SLAB EDGE ~ i { , (BTWN STRINGERS) (BTWN STRINGERS) I ( II I ' 1 I { ( li I B ~ 1 I ° I ~ II III ~ ! ~ ° I II ~ I II III I ~ I II I I I+ I ~ I ~ i ~ , I~ ~ I II III I i I ° I ~ I - III ° I i 1 DOWN TO EL: 8177 0 I ~ ~ 5A12 i I UP TO I w SA12 I II III I 5A12 I w I I ~ I UP Ta EL.. 8 f 77-0 DOWN TD ELF 8157-Q III j II i I ~ SA12 m z DECK LEDGE L I I ~ III I]ECK LEDGE L ~ DECK LEDGE L ~ I I I I II i DECK LEDGE L ~ I ~ I I U 1 i ~ C 13-07 a= [ 15-OI I t I I ~ C15-0] II III ~ I i I ~ III I ~ [13-0) ua I I III `n T.,~~ ; a. ~~K I-----------------'--- I f _ ~ - M.4 M.4 5B2 SAl l ~ 5Al 1 SLAB EDGE HANDRAIL HANDRAIL I . c W~ ATTACHED RAIL (3-0 A.F.F) 1-0 ~ (3-0 A,F.F) ~ 4 13 TREADS @ i I = 11-11 -8 ~ 3 ~ l ' ~ 14 RISERS @ 67 -(li) = 8-0 ~ 3-81~ 13 TI ~ 4 ' 14 RI5# { ' STAIR CSQ ~ ~ SKI CLUB {GROUND LEVELJ ~ ' L; 8169-0 l~ 1 T. CONCRET 1 SR6 HANDRAIL ' A (3-0 ~A.F.F) 15.4 15.E 14.4 10 5-31 14-5 ~ ~ 5A 1 . STAIR 3-9 12-1S~g 3 5~ , 41~ ' BACK TO BACK OF CHANNEL - i r _1 SA12 SA12 DECK LEDGE L F DECK LEDGE L ~ [4-Ol ~ ' [ 16-0] t i ~ i © p II Q ( N N .1 - - I I 1 ~ IL---- - I u~ I o ° ! III Ill I ~ I ° I III III I ~ ~N ~ ~ III ~ I ~ ~ ° 2VLJ, 20 GAGE, ECK I it ~ EL; 8177-0 ii ! ~ ~ I III ° II i 2~L3, 20 GAGE, DECK ~i ' w I ~ T.O. CONCRETE i I w r*, ° I III ~ cn II z II ~ 5D1 III 1 ° ~ I III SLAB EDGE III I ~ can III ~ ~ III I ~ I ~ W ATTACHED RAIL ° I III III 1 ~ ~ I I I ° I - ~ I ~ ! z , SA13 5A13 I , ° `~°i z ~ 1 I SLAB, EDGE SLRB EDGE ~w ~ l o I (BTW STRINGERS) (BTWN S RINGERS) I ' I T i A I , I i H I I B ' ° I II ~ III I ~ na I a III ~ ~ ~ I I I , I I I ~ III I ~ 1 - II >x I i UP TO EL; ~ 8185-0 DOWN TO EL: 8169 0 I I ~ _ I w SA12 I I III I 5A12 E 8173 DECK LEDGE L 1 III DECK LEDGE L I I T.O. ~ G3-OI I i II I ~ C13-O] ~ I I 1I I cn { I III 1 I I I r--- - ----i , M.4 - , SAII ~ SAII ~ L, 4 - I D , HANDRAIL HANDRAIL (3-0 A.F.F) ~ ~ (3-0 A.F.FI - -1 3-8~ 13 TREADS @ 11 11-11 13 TREADS @ 1 l - 11-11 3 8 ~ 14 RISERS@6~g (q) 80 4R5E 6>~ q l , STAI E~ STAIR CSO~ ~ SKI CLUB tMID LEV L y I I I JJL_I\ UII J I I\U\., I .LUIV S LIVti F uw" ANDY LETSCN SITEr NO. aoa No, CHXO E4 1 ` SA15 GUARDRAIL ~~1~ ~ INFILL 15.4 l 5 . ~ 14.4 T~(~ nJ l 5.4 15.2 ~ ~ i ~ _ ~ ~ ~ o~ - 1 14-5 V~ ~U 10 ~-31 10 5 3~ 0~ ~ ~ ~ ~T , dG ~ ~ c ► 5 q I,~ G . `P f C ~ ' t(t , f 1 i 1 I - ' o ~ r ~ 1 ~ ' Na 1 1 - - , I A ~ \ \ ~ 1 a`L~~ G.a V \ ~ 7 ~ ~ ~ I , 1 ~ I , \ BV , 80 GAGE, DECK ~ ~ I ' f ~ ~r~a I ' ~ ' 1 EL: 8187-4 v- Et: 8187-4 d- ' T.O. CONCRETE - ;.o,.- - ''4;~~ ° o'~ T.O. CONCRETE N , i II ~ „t~' i ~t- .4 ,T EL; 8176-7 ~ ~ o ~ ~ ~ I T.O STEEI ; SI3~ ~ ~ ~ FS STAIR ~ w cn SA7 ~ ~ , a- EL 8165-0 ce CSX 18 , 75 T.O. CONCRETE d- W~ 4- 3j WEDGE ANCHORS ~ _ _ _ _ ~ . ° , ..~:,.a ' r.o sTEEL ~ ° 11P TO EL,~ 8(65-4 4 , ! h ~ / m r ;.•a. i z r i' ~ o ~ ' y, ~ ~ , ::•a.~ ~ ' ! u ,f r SC1 ~ NS STAIR ~ , M . 4 ::~a. ! ~ I , ' ~ ~ ~ SAII- ! ~ ~ • a. ! ~ ca D NAN RAIL ~ ! ~ r~ ;.~P. ~ ~ 1 1 r ~ ~ ~ - - - ,..:.•P. ; u ~ 3`817 ~ 13 TREADS @ 11 / H ! ~ I ~ O' P. ! ~ ~ ~ i P. ~ ~ ' x ~ ~ x011/, y W. W, x b 1 `1 6 cad -T Y(? l~ 5 ! ~ ::.P. STAIR _ EL: 6177-0 . ~ . ; : - 4 ' ' ' •~.R-~- ~ T.O. CONCRETE ! rl' C~'7 : A. ~ ~ , EL: 8176-7~ 5D 1 , ~ T,D STEEL ! , FS SL B EDGE ! I ! WI ATTACN~D RAIL ~ ~ o SA15 f ~r i GUARDRAIL , " INFAL , , NS STAIR .~P. , ! ~ ! ~ ! ~ h~ t ~ / / i / ~ @J ! ~ , ~ - - _ - - \ i W ;~P. / C11 / ~ F-i f ~ ! r' r' ~ ~ GUARDRAIL ~ ~ ~ ~ INFILL _ - ~ , (6 REQ D) ~ m Via, ~ ~ ~ ~ EL: 6169-0 a- - _ _ _ _ ~ EL: 8169-4 TYP 7.0. C[MJCRETE , , 'a- T.O. CONCRETE ° b .4. '9 p~ C. :1 'D ~''~4 ~.I :9~ p,~. ~.q~4 p~'~4. .4. ~:4 ~ ~ I } - SA13 . _ " SLRD EDGE EL: 6168 7~ ( ~ ~ T.o STEELt:A~~.~ ~ (BTWN STRINGERS) SI34 ~ TYP ' Fs srAIR ~ I u4 I rn r~ w II I II I ~ fl I , d- EL: 8165-0 ~ II I ;p, `Q 'n. `p; ~ T.O, CONCRETE ! ! ~ , EL: 6164-7 ~ .SECTION C-C • a. T.0 STEEL SA7 ! ~ - ~ , ~ C8xl8.r W/ ~ f / I O / / I i / / ~ II SCL ! , NS STAIR , / ;.•P. , ~ / / ! / ~ U V L~~Y~~~IG G~G. a 'P. ~ ~ f ~ V 7~-F! XE~= ~ ~ ~ : a. f cn ! ~ H , ~ ~ ce J~'r4'/~2?1~t~LG ~dl~ll9~G'~'/D/11,$ ,fir .:..p.,.~ ro tS G~~bY ~ ~ ! ' :.P.~. I :.•0. / ~ , , EL; 8157-0 I I ( I 1 co I ' T.O. CONCRETE IJ ~ i~ 0 I~ J ERIFY SECTION B-H 6" CORE DRILL I I I Lllr~\ Li IJIY~.I t l\VV I ivir! .t.~yv~ 8RWN ANDY LETSCH SHEET ND. 708 NO. CWD E4 02 QC - 5 5 i 23 May 2007 15:37:02 CHANNEL SUPPORT @ LANDT~IC LA~1DT~1GS K I CHUB ~ STA I R CSQ~ ~ REF (1 2 3 4 & 5iA700) STAIR @ S ~ , ~QO, CNANNEL SLAB EDGE @ LANDTNGS REF t2 & 3iA700, & 1iA701) lr4 FILL PLATES rs _ I (1-C8x 18.75 x 8 11 A992 9-0 \ 9-p 1-C12xz0.?xl-8 n, I N w v ~ - N :8173-3 5A4 ~ ~ T, ll. CONCRETE Q I~ > co ~ ~ ~ ~ I r ~ TYP 3 SIDES ~ ~ 1 Sp ~•c~l w ~'ie 9~F s I @ ~ ~Y'y_ cu 1 1`Q/ ~ ~ m I - ~ '`f3 L4x4x~16xO 6 ~ ~ r - 13~ I SA3 ~ ~ m W 1 16 O.H @ Z~ GA , 1-5A8 INSIDE EACH STINGER (7 REO' D) ~ ~ (FS ONLY) \ ~ ~ 3r ~ ~ 1 4 GOL s. ~ ~ ~ ~ (E9- 3~ x61 WEDGE ANCHOR) 61gh6 p9 ~ ~ r,. 9 4 13r ~ ~ 16 1B w 1 t ~ H W 4 + f ~ IN OSL 6 l 13r 1 I t 16 1'~ 3 17 1 SA m C1 0. T LAGERS ~ f HDLD 4-51~ .T~O - -i ~ EL: 8169-0 VERIFY L3X3XIr Xp-~ T, D. CONCRETE X X ~ X 9 4 Wit-~I6O.H@13r4GR 11 ~ (SUB-ASSEMBLIES) INSIDE EACH STINGER 7 [r 6 7 TREADS @ 11 = 6-5 ~ C RAMS @ SKI CHUB (STAIR C~ 7-1 VERIFY REF t1,P,3,4 & 5iA704) Q~ t~- ~x4~q WEDGE ANCHOR) , t~- ~ x41r WEDGE ANCHOR) Q Q 4-43ri6 ~ 17~ TREADS @-STAIR SA1 12 1 1 1Z 11r4 5TD PIPE f 15~g 0 . D ) 1 B 75 ~1 1 a~ ~ ~ (3- WAGNER BRACKETS #1701-2) (3- 3~gx3 HANGER BOLTS) ~ (3- ~r16 x 13~ LEAD SHIELD ) ~ l~ ~ l6 1 13r 11 lg _ 3 7 6 r4 ,0 ~ 1 Y Y .x x - 4!~ ~~A !N i tSUB-ASSEMBLY) (SUB-ASSEMBLIES) 1B lu 5TD PIPE 4 7l ~ (16~g O.D) ~ 9 17~ (4= WAGNER BRACKETS #1701-2) 1B m (4- 3x3 HANGER BOLTSI ~ (4- 7r x13 LEAD SHIELD) 16 i i d. 1S-1~r 16 a 1~ t s ~ ~ ,p ~ L p 4. (5UB-ASSEMBLY) lZ llr4 STD PIPE 71 ~ (15~ 0 . D ) ~ 9 y (6- WAGNER BRACKETS #1701-2) Sa _ 3 S T CLUB (STAIR C RAII~S @ K r (6 ~$x3 HANGER BOLTS) (6- 7r x13 LEAD SHIELD) 16 ~A & 1~A741) REF (2 & 3 700, ,p _ I, 1 p DECK EEDCER ANGLE @ ~ANDTN - 1 I~ 9Q ~ 615rt 6 ~ 8 5 1G 1' ~ 12 . - L3X~X QX~O d I-0 9 SPACES @ ~-0 = 18-0 o Ri llr4 5TD PIPE p9 (15~g O.D) 3~ ~ 615x16 u. 12 (4- WAGNER BRACKETS #1741-2) C4- 3~gx3 HANGER BOLTS) (4- 7r x13 LEAD SHIELD) 16 'i9 1 (GO- 1 x4li4 WEDGE ANCHOR) ~ (O~1To) STAIR @ SKT COB (STAIR CSO1) C SL1H-ASSEMBl~Y REF (1, 2, 3, 4 & 5~A700) STRINGERS- C 1 x20. ? SHOP NOTE, H HOLD 3-8 0. T. 0 GUARDiGRRBRAIL N S-2 ~ M1 m f ~ l~ POSTS- 114 X-STRONG PIPE SYSTEM CNTR'S ON m N, S STRINGER ONLY 11~ 15 4 -113 15~g HORIZONTALS- lli4..STD PIPE " 2 (6 REO'DI i2-55i1s 13i ~-g5 X - ` l6 95~ 2`91116 ~`43~16 3-416 13y6 era 5-75116 ~6 C0 ~ (@ F'. 5-107j16 (@ FS GRABRAILI M1~ ~ CD i N co n ca ~ n~ ~ t~ ~ - - ca ,~~.~v ~ U7 h h\, ~ ~ ~ ib M1 11/~ 11~ ~ M1 't ~ ~ ~ ~ ~ I ~ M1 O m~' w ! n 1 LfI I m ~ ELF 81$7-4 ~ ~ ~ T, 0, CONCRETE .N a~ oa ~ 1 l~ T.Q. STEEL FILL PLATE ~ m ~ (NS & FS STRINGERSI LG~X~GX~~XO-4 C 2 2 ~ 2 (2 REQ'DI EL: 6159-0 L0, CONCRETE S1 I-95~16 1_g3,6 1`9516 EL. $16$-13~ ~r T.O. STEEL -C12x20.1x5-4I A99R 5-4 i (1 C3x6x3-2 0 P~i6 (3 REO'DI SHOP NOTE: Gl1RRDRRIL ~ - l~ POSTS 1 X-STRONG PIPE CNTR D ON 4 Ir c~~X~o,~ HORIZONTALS- 1 STD PIPE 4 W H iD rn STRINGERS- GlcxC0.7 SHOP NOTE: NOD ~-8 O. T. O G(J~RD/GRABRAIL u 4 - 1 SYSTEM CNTR'D ON FILL PLATE m POSTS l~ X-STRONG PIPE 3 4 1~ N,S STRINGER ONLY EL: $165-0 1/ HORIZONTALS- 1 STD PIPE 4 T, D, CONCRET g-6 ~4 EL; $164-1 13i _ >I _ ~ 4_0 13~ T,O, STEEL 36 ~$4 2$4 l6 5-43 r. K- $ ~ SPRCES 1-0 En (`~P 9J NS ap ~ ~ 9 ~9l 5 iq ti ` (~F I J ~ ~ 1`~ ~ ~ r~ ~~'9 '~-S5~ ~ t 1. i (1P REG'DI ~ti~ ~ ~ ~ ~ ~ ~ m m ~ r~ ~ \ ~ u~ I ~ ~ to i rf ) j ~ ~ \ $ c° s~ FILL PLATE QdJ ~u'i ti`s (NS & FS STRINGERS) ~ ~ ti ~ _ EL. $1$7-4 " T, O. CONCRETE ~ SD3 ~ ~ ~ SB3 3 (INSIDE ERCH STRINGERI EL: $1$6 11 ~ ~ _ _ q~~ N (FS ONLY) T, 0, STEEL _ _ _ SD4 c, , IL I IL (3 REO'DI ~ (P REO D) ~ ti gr`° CNTR ON POSTS c ~ C3x6x3-2 r*- ~ 1 h16W #iQ9 ~ ~ ~ g 9S 7i ~ (3 REO D) ~ 16 PC C1PXP0,7 ~ c BK CUT I1,~ {N5 ~ FS STRINGERS) ~ Msw ~~oa _ ~ s 9 @ 12 /,~f EL. $1$5-0 'r6 T, 0, CONCRETE ~s SD5 d- ~ . ~ a- EL: $164-1~ ~ T.O. STEEL S~ 1~'~,~, ~ FS fs FILL PLATES sr,~ 1~`G (NS & F5 STRINGERSI F,ps L. ~ - - 7 516 P SPRCES @ 2 0- 4-0 9 hfi ~ X16 - 9~ _ _ COPE 5 Pig 2 36 3 TREADS @ 11 - P 9 1-5~g NS & F5 STRINGERSI g-7~ ONE STAIR SB3 nR"N ANDY LETSCH sir NO. 708 NO. G SB 06 -B 5 23 May 2007 14:32:55 ~ M1 m i 12-5~~1G 1311 4'1'16 4-l~fg 4"116 13h6 5 Q,~a~ co r r r r' r' r ~ SB 1 r f' iNS ONLYI rr~ ~ ~ f4 REO'Dl rr' ~ CNTR dN P05TS ,~a,2~~~~1,1 r,,'' ~ ~ ~~~p~ A ,~~\!16 /~,r 1 ~ a' r l l ~ FIL PLATE (CO~JT~) STAIR @ SKI CHUB (STAIR CSOI~ M1 m a,~,`~~aR~~~1 r' (NS FS STRINGERS) REF t1 2 3 5i ) ~ 4 & A700 lS, 0.'i'` ~p~~ r r f / 3 is ~ ~R , EL; 8165 0 coPE FaR 11• ,.COPE FaR 1~iq X-STRONG PIPE ~,r' SOg ~ T.O. CONCRETE 1~ ~ rr ~ *r EL. 8164-7~ 1P-S~i6 fr' ~ T.O. STEEL r ~ s f 13/ _ ~ `-r 1 4 116 4-116 4°116 1316 m i ~'r 1 ~ 11~ S ~ ~QZ~ q c~ r r r r r s r' r XX r' iNS ONLY) r r' i4 REQ'D) NTR ON PO5T5 r/ m 11~~ r' r' a,2 AZ~1 ~ r ~ , ~ ~ QQ ~ 1116 r' 11'2 r' ~LQ r r r f r' i ~ i ~r ~ ' FIL PLATE 3 n ,cola X41 rr ENS ~ FS STRINGERS) .~~.q1 ,r ~ t 1~ ~ L. ARIES ~ , r SDg T.O. CONCRETE r j ~ EL: VARIES 11 ~ rr ~ r T.O, STEEL r 1 1 i f ~ m ro ~ ♦ r r ~ 1t~ r s ~ ~ rr ~ ~ ~ ~1I~ r r c; 1 ~ r1 r ~ 4 q r Ss r r ~ ~ r ~ ~ ~ r ~ ~ ~ ~ r + r i rr . ~ SD11 r " 1 (--1 r` s ~ r j, r ~ 4 ~a r ~ i 71,E FILL PLATE ~r ~ (NS F5 STRINGERS) 11~ rr /J t- ~ o L y ( L3X3X►i4X0-3 1~ I6 4 ' ~ ~ ~ INSIDE EAC T ~ r, + R~16 H 5 INGER r f ~ COPE ~ n, ~ ~ '~Q cn i 1 ~~6 i ,t~ rp~~ S~QP 1VUTE~ uG 1b~ ~R~`; ~ ~ ~5 GURRDiGRABRRIL e4~ I 3~ e,~~ SYSTEM CNTR' ti ~ DON m ~ ~ F,S STRINGER ONLY M SD? ~ STRINGERS C1'x20.? _ s HOLD 3-8 0. T.0 _ POSTS- l X STRONG PIPE ~ 4 f ~ HORIZONTALS- li STD PIPE I 4 a 1 EL; VARIES T,D, CONCRETE EL: VARIES FILL PLATE T.O. STEEL iNS&F55 1~ TRINGERS) ~ 13 TREADS @ 11 = 11-11 Silils 12-511 16 L__SAFEbuilt Colorado HYDER CONSTRUCT ION, INC "8N ANDY LETSCH SHEET NO. JOB NO. CHKO SC 06-55 GLIB (STAIR CS02 ) R @ SKI STAI ~CONTo 1314 1 4 & 5~A700) 11 1~ REF E1, 2, 3, 0 h ~ m ~ I 12 I ~ ~ 1 HOP NO E; 12-5114 S T c~ TOP RAID GUAROiGRABRAIL 13~ S MCNT'DON ia, 4-13~ 4 1 ~4 4 1 ~ls is SY TE R is is C12x20.7 12-11~~ (@ NS GRADRAIL) H - 1~ - POSTS 1 X STRONG P 4 1 HORIZONTALS- 1 i STD 4 f L_ SB1 t L.. w (NS ONLY ) w ~ 14 REQ'D) ~ 3-115~g- ~ ~ ~ ~ ~ ~ (18 REQ'D) CNTR ON POSTS O O t0 N ~ ~ u ~ CQ f` 1f7 FTLL PLATE ~ 7- ~ x3 5T11D iL ___________----___-----_____----_---_----_____I ~ ~ EL. 8187-4 I ~ I in ~ in T.O. CONCRETE i ~ i ~ I 1 I EL. 8186-I1~ FILL PLATE T, O. STEEL t~ ~ m o ~,~o r,~ ~~g 2-i2 2 pis 2-tz 2 COPE COPE I 5 = - 35/ 3 iFS 6 SPACES @ 2-0 12 0 is (ST(JD SPRCINGI 1 i 3x3xli x12-05 3 3 L 4 ~ (ANGLE LENGTH) tl-C12x20.7x12-65~g) A992 12-65,~ A 15- 5 S~ 11 ` 13116 3-10 ~ 310 3-10 3-10 13ii6 ~ , , ~ ~ ~ 4 u, , ti A A o ~ w w O ~ m ~ ~ ~ p ~ ~r U7 ~ ~ ~ ~ ~ ~ l i ~ . U7 d. I' ELc 8157'0 _ T ~ 0. CONCRETE A w - - cow co~ w w DZ VERIFY VERIFY r 11116 l l l~ls m 12 m ~ 12 ~ 1 1 1 THE @ STAIRS SB3 SB4 SC1 & SC2 AILS 1314 11116 ~ ~ o m ~ 12 ro m ~ 12 o~ m~ I ~ 15ft 6 1316 _ 111 1 2 is 4-111 1s 4-11114 4 1113!16 ~ 16 4 ,x 4x .x ~~x (CI IA-AhCp-MRI Y) II ! I 1 1 f~ I .1.10.1\ l UIVU I f\Utl 1 JLUiv J lIY\ 1 (SUB-ASSEMBLY) (SUB-ASSEMBLY) (SUB-ASSEMBLY) (SUB-ASSEMBLIES) f.