CU
<br />0
<br />0
<br />m
<br />6d
<br />CV
<br />1
<br />1
<br />d
<br />Lo
<br />In
<br />c_
<br />ry
<br />a
<br />c
<br />.n
<br />v
<br />tU
<br />0
<br />E
<br />MOUE FOR 614Atl," DETAIL
<br />3z4• Pe►fl t9l GCK64A • K t
<br />PC,7! T►a2 ittrtrt rA1 feel?*! ps Rn►td"a,
<br />•,4• rA+47L MOCK00 • W 0,G
<br />crs ts4l FIRlr r4r fecve Of GElt.aw
<br />lots? fl" EA t44D rTtl!J
<br />4"Acac eY 42) w-d Too"ks
<br />T
<br />PPUESLE TOP PLIr1, MAla+a snlos�w•oatvlsc ;
<br />IHF'SON 61*4
<br />, JUSLE W $RAC DETAIL YVOOR FRAMING EA 51UD
<br />MWE
<br />wt4i 6rt go nA., I •eA" %A" Wti5a4T w• TO :0 -0 • �
<br />,1.4 140,41** • 34• oic
<br />1 t144A A34
<br />GYt•elll W&L 60AA6
<br />POJM_rt 10P Mr.ATI
<br />.SECTION
<br />3114 OLOCKa'10 • 4►• 1'kv t7LGOtN6. W
<br />• ArtxuTM ,a,ws,s
<br />:s rriwr •�� 0 �. 6RACINC REQUiREMENTS
<br />t>
<br />dab14 tY8�g9 . . `2! t►r
<br />s11►a �o
<br />(t) 2'rs4 o (2j Ya4 f
<br />SECTI SPAM 1' F=RAM 'V mA(e "L" BRACE 'L WACt '
<br />8 a , ib 10' - *' -s' e- - Ir - C-4' j it -o" IY-o' •• 1e'-o"
<br />24' o'-o - V_0 4'- - Y -o' 7'�0' - tD' -o' ifr -� -• !4' -0"
<br />SINou V BRAGN DETAIL
<br />NOTE.
<br />DOUBLL� "L" 8RAC4Nt3 DETAi4' f L" BRACE MUST EXTEND AT LLrA$r $07: OF :WEB LENGTH
<br />1
<br />6iMP60N 1410
<br />i
<br />W1 a • ed TO TRU66
<br />t TO 65AM
<br />2� X IU 02 3Yp
<br />i /2" �XAa
<br />�qG�6
<br />SIMraB;QN L8�'I� 21
<br />16 .1�o d. �•�d.
<br />14TEW P06T
<br />SEAM?
<br />X (a" 02 $Y P POST
<br />B'MAX .
<br />U voAl Ft'.3
<br />�...
<br />' t
<br />,i •
<br />VOTH Wit811Pa4'
<br />(ix"MAK 0.01ril'. '
<br />m•rI Iwo
<br />All (�4) SI ,S
<br />1
<br />FN37E14E&S '
<br />CAULX ALQxd !
<br />9AcX 3110E Of
<br />'
<br />I
<br />IrlNN4"sD �rtNt�ot+r �i�,�� I
<br />• - -..�.. _1111
<br />taoY�s
<br />1. We. #10 x I" P11. swt, #10 x I' 4(000 30118w$
<br />Olt 84 GAI.YA141.:SD NAIU3.
<br />2. A11'ACFI WINDOW DIRFC•fL,Y 'r0
<br />FI2/UIING UNDF.tt 5013 ^ >fOING .__w.-
<br />LOTA.109
<br />� ; l OR
<br />rs 1 r (�tiGVA .
<br />fIEAW
<br />0
<br />W-ACH FAKE
<br />4' 3 WS TYR
<br />SWOON ttlb3A r !
<br />HUt370AD82 AD2'8
<br />SEM
<br />r•• -P.T. T t'lD E 4'. PLA„
<br />'HEADER DETAIL
<br />LIPlr'T COWEIDI`0a AT LOAD 99ArtN9 WALT
<br />L
<br />INC. HEADER SCHEDULE
<br />OPEMNO
<br />HEADER
<br />UP 10
<br />6d C011i'nK A*" OR
<br />_e TO -4
<br />-. 2-- x8
<br />'r0: •
<br />2•° 'd x10
<br />T T0'j -z8
<br />2
<br />SdM Cfl k.E6 LAr4N t6EN TAW
<br />wag
<br />- 44• F'Ly %mcs co 1M' Ose
<br />1*x4• U*d • n• OG
<br />-6te" to • 4r or-
<br />eta ece1 ap« U*#4L
<br />At EA04 mw
<br />MO WALL t6#E "rt *cJ
<br />GIIRpiAF�IBRAM .
<br />4) SIMPWN W-6
<br />U)/I6 - 84 RA,
<br />2.2x4 OPP, Tot° I
<br />PLATE
<br />3.2x4 P.J. #2 $ .Y,P'.
<br />W /16d 19 12' OA. RA.
<br />SIMi'60m M.fit188
<br />110124 • 16d NAI
<br />P.T. 20 RAM
<br />5/8' 0IA. x 1" PLATE 1112 6.YIP,
<br />RXP, SOLT I I
<br />OR%L TO 1•11:611 -
<br />s�l+ca.
<br />FRAME Vt R DE R / 58AM BEARINCz
<br />N.T,s
<br />1111. .. n..,.'.. ........v. - .,n...... 1111 ,�...._...- ......:" ..... .. ...... 1111.. ., ...: 1 ... ,:...
<br />111.1 ......w♦.
<br />4d f-
<br />_ y.. n-,..__....-.+.._..- -•- ....ter..- .a- +.
<br />Rafter
<br />WOOD 6TR41t" PANEL J•�
<br />6d C011i'nK A*" OR
<br />Nut ! Washer
<br />13132 ", ►r3 ", 1n6"
<br />SPIRAL T1
<br />1 ( r 0
<br />► 6
<br />111600 8Tt`1(1CMAL FAN21- MwRkd
<br />8d CGf•":N OR 6d A1
<br />11 b
<br />19/31' • 31A"
<br />OR WAX T'>•17
<br />Double Top Plate \L Clip
<br />d...- 1111,.,
<br />41040 b 1RUCTI,M p*a MOMS _
<br />w......._........�«.,...._...- 1«,111..
<br />km CA•It'1i:Xd OR
<br />Coupler
<br />4 ;1.113"
<br />Sd 140" OR BPAAt.11 iU
<br />Sale Plat Cennecdon dole Wale
<br />for Lateral'tesitance
<br />W0 STRUCILOAi. PAT. FmF 4 WALL 6WATNNO
<br />1.05
<br />........- .- 11_11... - •_1111.. .
<br />11
<br />al•. ;i:ri •1 � - : , i 4 r i� • ♦ r,
<br />>; �'':,I1: • il .11. I a � �
<br />4 4 • s
<br />a � r
<br />W2' OR QeAU
<br />_p
<br />+
<br />6 4 ,� O
<br />@000 9rf�i MAl FAft R" t OLL "AM}
<br />.r • . o
<br />A L
<br />• a
<br />4 A A
<br />AND PARTICL5WAtd) 64anil iCs
<br />.
<br />1111 _ - _. ��....t, �.^'_..,.....:,.:.»...•.__
<br />B/16" -112"
<br />THIC1W66 CP PAt I
<br />�.r
<br />@OU4 ®T1�1Cft�?AL pAN�I RdOF 1 !WAIL 9FIEATWM
<br />r • r N1 r
<br />• r :♦ a r
<br />AND PAIar1C!~E00ARD %UT"
<br />CROW LEWItH OF i KUS
<br />2 a EONS A1Jq
<br />IT ;r z'r r ► 2 1 1 1, 4 CI A i r" ► 3 i • I ►
<br />.4; ., m-
<br />i
<br />i
<br />UPLI FT GONNECTIONS FOR
<br />` YP* {JIP f R�NiN
<br />y `I *' ' .Ill �6 M AX
<br />ENO JACK
<br />1 s 41
<br />r r
<br />ad
<br />at fr.
<br />, A
<br />z ?°
<br />CORNER G CK .
<br />r
<br />` WP ,
<br />K
<br />,v
<br />ylIii�� rrAT.11
<br />.. .. _
<br /><3LOCXJN3 •4' OC. iN ALL END JONTO MV WX $WGM0
<br />piR9T TUJp BPACE6 (113 OCCUR MR w1 i,,4N�
<br />GAeLe me ONLY FFtAMit�G h q �R ACR099 S1 Pf Gf2 _
<br />1
<br />T� � f
<br />4A0 END
<br />NiP END
<br />UOLB END
<br />CCt' "' ♦ 0" 0� ECGM 4 "LL •• bd RING 9NA X NAU r 4'04, a UOLE END 1171E GAOLS' 1RU96
<br />6d COMI(N I b" 04- SVA ANp 'Y OC. P15LD
<br />fZpU� fI!�'FII�M NA1t -CNG � n�
<br />N O L
<br />I
<br />DRP MXA At 1 cIi APPLY
<br />OYER UNOM.A1lr a tR�YMERTA 1r! -L9 AWRAk.14ATM4190
<br />FMt Caf,F 7 4 tO AW 0 216)'11°!111 (A
<br />0 4663'FYPMi I LAF'YE01' AW WTerrr0
<br />OUM 61411a d AL" !?ACE TO PEFf E#R 9 mow fNAtfi)CtIONS
<br />llNCi1 ATtt! Nt A1t7 tO EAC11
<br />67HIN al A P VON a A."ALT
<br />P' mTIC ACOR t _ VCP DECK
<br />A$f'NA1_T 9NiNfll.ES TO 14" SF.I•t-
<br />bfALM AV&$Nvt SIX" 010 M
<br />Niokooci- A cow-ow6% To 46m 0
<br />1 ?b OR D 34412 YA810-" w/ (A PA&T NERS
<br />F 1 R STRIP, ALL FA6tEtRS MUSt p,E
<br />t-G7v' $it BY 5HIf KIL5 GVEKAP
<br />FA61Ui'NE128, UDd GALVANUM%) FWaM KAI" at"tR
<br />0 GAUGE GOW; 9FtAF4G 0/ MK 110 PIA WAD, W
<br />9t.FFICW LE142TH 10 F'"TRATB T1111V44 ALL MR 4Pti8 At RAVgr APTLY
<br />IQC7bFiNG hA11 ARID A ilk" GP 314' WO OvEA 1 10EftA1r;ENT
<br />1 POO BNEA1HRd3 GR 1FIF20UGN THff 6t"THNX
<br />ea kGLH STAiit R =M6 1%M 00 1ASS 6 TO 1' F94M r-f O47 - a to" it7 MIA 9" 0vEF11 AP,
<br />PAOTE140 a 12.04 EXT" 114"
<br />OAP eM At EAvb APPI r SEl OJ &EAT 4M MO EXMO 2"
<br />l�tR LWt nAYt-EHT -- MN" SACK CWO R7oF
<br />APPLICATION (7 i ('HALf %Na
<br />QO I"4 MINR1l11911"tti FtE319TANCS frA "REAUIF;D
<br />fREP 12 F6C 6EC. ErOU
<br />B U0_, PLAT!, Eta NAIL__
<br />4d f-
<br />1 EAC13 Do
<br />WOOD 6TR41t" PANEL J•�
<br />6d C011i'nK A*" OR
<br />6" OC EDGE'8 Add
<br />13132 ", ►r3 ", 1n6"
<br />SPIRAL T1
<br />1 OC NTETd OlATl
<br />111600 8Tt`1(1CMAL FAN21- MwRkd
<br />8d CGf•":N OR 6d A1
<br />V 4C EDGE6 AND
<br />19/31' • 31A"
<br />OR WAX T'>•17
<br />12" OG NT DIATI
<br />d...- 1111,.,
<br />41040 b 1RUCTI,M p*a MOMS _
<br />w......._........�«.,...._...- 1«,111..
<br />km CA•It'1i:Xd OR
<br />,.
<br />6" 0c 50as AtJq
<br />4 ;1.113"
<br />Sd 140" OR BPAAt.11 iU
<br />6" OG
<br />%V.V a MI G IWOR. f'AfleI. 0AnQrw 0
<br />I614 UA -Y Wife OTAFLE9,
<br />4• a EVCsEB AND
<br />10/32 1/2 VI6"
<br />30 MR CAM 1.3A3" LUf•Ys
<br />1" OC NTVd1EDIATE
<br />1' :TC' 1 1 'c
<br />1 Cr c •�
<br />Ir
<br />1"', 30
<br />I
<br />•
<br />100017 ITREtCTt�tAl. PA T. R" t @ALL "AT14M
<br />25
<br />1.00
<br />ANp FART)C 130AF0 BWIANW3
<br />6d G4aA'!OM (WALU
<br />6" OC t c*0 AND
<br />r
<br />8d C C lmN (R00F)
<br />12" X Ntt"DiATE
<br />W0 STRUCILOAi. PAT. FmF 4 WALL 6WATNNO
<br />1.05
<br />_ I •1
<br />al•. ;i:ri •1 � - : , i 4 r i� • ♦ r,
<br />>; �'':,I1: • il .11. I a � �
<br />6" OC LEDGE$ AN0
<br />W2' OR QeAU
<br />_p
<br />12" OC NtVMIATE
<br />@000 9rf�i MAl FAft R" t OLL "AM}
<br />.r • . o
<br />•• r,:• • 3r
<br />AND PARTICL5WAtd) 64anil iCs
<br />MR UDrjTN CF I" PLUS
<br />4 11 OC ?COE9 AND
<br />B/16" -112"
<br />THIC1W66 CP PAt I
<br />�.r
<br />@OU4 ®T1�1Cft�?AL pAN�I RdOF 1 !WAIL 9FIEATWM
<br />r • r N1 r
<br />• r :♦ a r
<br />AND PAIar1C!~E00ARD %UT"
<br />CROW LEWItH OF i KUS
<br />2 a EONS A1Jq
<br />IT ;r z'r r ► 2 1 1 1, 4 CI A i r" ► 3 i • I ►
<br />.4; ., m-
<br />5 X NTEF�'E"TE
<br />1d
<br />i ga v. I
<br />b 0c m5A1V
<br />i/2 fvaL1LAR
<br />NAiL 1 -14' LO W/ 1r'!6" HE
<br />12" OC AT OTI'4ER BEARIN
<br />/•r;, ;.6 1`:i - .i4; r li i . _ ;n ' Y c
<br />:` Ji''.' i :- -• �� ' ; �
<br />-49.9
<br />we 117F CTURA4.
<br />• • r-r it '
<br />, ' • �r •. ► •
<br />-
<br />Y.
<br />3
<br />%V.V a MI G IWOR. f'AfleI. 0AnQrw 0
<br />I614 UA -Y Wife OTAFLE9,
<br />4• a EVCsEB AND
<br />10/32 1/2 VI6"
<br />30 MR CAM 1.3A3" LUf•Ys
<br />1" OC NTVd1EDIATE
<br />@040 BTRUCTAL PA 41. MROO"
<br />16V OALY 04 BTAPLEB,
<br />1.111' OC EDGEB AND
<br />1"', 30
<br />30 MN GRM 1 - 318" I."
<br />4" OC NlWEDIATE
<br />100017 ITREtCTt�tAl. PA T. R" t @ALL "AT14M
<br />25
<br />1.00
<br />ANp FART)C 130AF0 BWIANW3
<br />6d G4aA'!OM (WALU
<br />6" OC t c*0 AND
<br />4A" OR LIM
<br />8d C C lmN (R00F)
<br />12" X Ntt"DiATE
<br />W0 STRUCILOAi. PAT. FmF 4 WALL 6WATNNO
<br />1.05
<br />1.43
<br />40 PAKICLEWARD M0lltk3
<br />Sd CCi 0'!ON
<br />6" OC LEDGE$ AN0
<br />W2' OR QeAU
<br />_p
<br />12" OC NtVMIATE
<br />@000 9rf�i MAl FAft R" t OLL "AM}
<br />b WY U0 6W1: , 3 " t'it
<br />100
<br />AND PARTICL5WAtd) 64anil iCs
<br />MR UDrjTN CF I" PLUS
<br />4 11 OC ?COE9 AND
<br />B/16" -112"
<br />THIC1W66 CP PAt I
<br />6' iKTEWMATE
<br />@OU4 ®T1�1Cft�?AL pAN�I RdOF 1 !WAIL 9FIEATWM
<br />Ida Y UR ff 3/8" RN
<br />-25.9
<br />AND PAIar1C!~E00ARD %UT"
<br />CROW LEWItH OF i KUS
<br />2 a EONS A1Jq
<br />Moe • 314"
<br />14�04NM 0f PAgL
<br />5 X NTEF�'E"TE
<br />1d
<br />i ga v. I
<br />b 0c m5A1V
<br />i/2 fvaL1LAR
<br />NAiL 1 -14' LO W/ 1r'!6" HE
<br />12" OC AT OTI'4ER BEARIN
<br />-36,7
<br />-43.0
<br />-49.9
<br />we 117F CTURA4.
<br />NAt 1.14 14 VV 4
<br />6" OC AT ON" "A"
<br />-
<br />Y.
<br />3
<br />25137" 611 - Ift)AAL
<br />NAiL I -V4 LA m/ 4/lar
<br />At 15114 0 ANA10A
<br />2 -- 1/2 ANCHOR DOLTS
<br />i
<br />s
<br />J'
<br />• a
<br />AMA--- - °`-�- WOOD
<br />BE A M
<br />I 1 1
<br />I I I
<br />I
<br />0 I C0 ff11 !CD '
<br />N^
<br />1 I I h
<br />10'41145•
<br />L k 14
<br />_,`_4_
<br />Fat
<br />$I- I degree - 0,01745 rod.
<br />FIG= „IRE t60$.2(c)
<br />COMPONENT AND Ct•ADOINO LOADING DiAGRAMS
<br />oo ovr� c6f0>Hr~r(T.ANO cI.A1a3a D�slarl VIfI1Mly l'AESSUREB "_ _�.._
<br />FOR A SUiLO1NG WITH MEM HOOP HWHT Of 30 Ftol LOCATW IN
<br />E"OSUAm B ftnen
<br />mean
<br />Roof
<br />-. Height
<br />_ BESks Wind £tpeod v (trlpfl • 3 second gus t)
<br />ER'bcthre
<br />15
<br />1.00
<br />111
<br />11.41
<br />20
<br />-�
<br />1,29
<br />wind
<br />25
<br />1.00
<br />1.35
<br />1.61
<br />30
<br />1.00
<br />1.40
<br />1,66
<br />Area
<br />1.05
<br />1.43
<br />1.70
<br />40
<br />1.09
<br />1.49
<br />1.74
<br />Zone
<br />(ft
<br />90
<br />100
<br />110
<br />120
<br />130
<br />140
<br />180
<br />Roof A riqle _> 010
<br />.2
<br />5e2re#is
<br />.21.D
<br />-25.9
<br />- 31.4
<br />"37'.3
<br />-43.8
<br />� w
<br />•50.8
<br />•6$13
<br />1d
<br />2
<br />20
<br />-20.0
<br />•215
<br />•30.9
<br />-36,7
<br />-43.0
<br />-49.9
<br />-5),3
<br />2
<br />100
<br />•19.8
<br />24.4
<br />-29,5
<br />-35.1
<br />-412
<br />-47,8
<br />-54.9
<br />3
<br />10
<br />- 34.6
<br />-42.7
<br />•51.6
<br />-61.5
<br />•72.1
<br />•831
<br />•99.0
<br />3
<br />20
<br />•27.1
<br />.93.5
<br />-40.5
<br />•48.3
<br />-58.9
<br />-6511
<br />•75.4
<br />3,
<br />10
<br />- 10.0
<br />•122
<br />x,14.8
<br />- 17.5
<br />•20.6
<br />- 23.9
<br />47.4
<br />Roof 0 >1 .30 dee1
<br />T
<br />2r.a
<br />•33.6
<br />•40.0
<br />•48.3
<br />-59.7
<br />-43.1
<br />•75.5
<br />2 20
<br />-27.2
<br />'33.5
<br />•40.8
<br />48.3
<br />591
<br />65.7
<br />75.5
<br />2 100
<br />•21.2
<br />-33.5
<br />-40.6
<br />-48.3
<br />-50 7
<br />485.7
<br />76,5
<br />3 10
<br />-0.1
<br />-60.4
<br />-60.3
<br />-51.2
<br />•0.3
<br />•110.6
<br />•12 ®•9
<br />3 20
<br />-40.3
<br />-60.0
<br />-WA
<br />42.0
<br />-84.6
<br />•98.0
<br />•1121
<br />-.. ._. 00
<br />-214
<br />35.1
<br />4x
<br />"LQ�S
<br />-59.3
<br />.6
<br />8.9
<br />Roof a 3D • 46 da t - 9
<br />-
<br />-241
<br />-30.K
<br />39,9
<br />419
<br />51.3
<br />59.8
<br />49.6
<br />a 20
<br />-24.0
<br />-29.9
<br />35,9
<br />-42.0
<br />-0.0
<br />•58.0
<br />s9,b
<br />a 100
<br />-221
<br />41A
<br />•33,2
<br />- 39.5
<br />-45.4
<br />- 53.8
<br />-911
<br />3 10
<br />241
<br />- 30.5
<br />-38.51
<br />43.9
<br />61,A
<br />59,0
<br />68,0
<br />3 20
<br />24.0
<br />•29,9
<br />-33.8
<br />-42.6
<br />- 60.0
<br />59,Q
<br />60.9
<br />» 3 100
<br />•22,2
<br />-27,4
<br />-33.2
<br />•39.3
<br />-45.4
<br />•53.9
<br />01.1
<br />mean
<br />Roof
<br />-. Height
<br />Expat:ure
<br />15
<br />1.00
<br />111
<br />11.41
<br />20
<br />1.00
<br />1,29
<br />1,55
<br />25
<br />1.00
<br />1.35
<br />1.61
<br />30
<br />1.00
<br />1.40
<br />1,66
<br />35
<br />1.05
<br />1.43
<br />1.70
<br />40
<br />1.09
<br />1.49
<br />1.74
<br />45
<br />1.12
<br />1.53
<br />1,78
<br />50
<br />1.16
<br />1.55
<br />1181
<br />55
<br />1.14
<br />1159
<br />134
<br />60
<br />1.22
<br />1.62 1
<br />1187
<br />Note: All tabk valoea shall be adjusted for other exposotcs and beigbts by multiplying by the above coefHe`.ats.
<br />#5 VERT. iN CONC.
<br />FILED CELL D I RECTLY
<br />BELOW BEARiNG� .
<br />lumber.
<br />h
<br />TYPICAL' BEAM TO C.M.U.
<br />WALL CONNECTION
<br />(! 1Pt.Gpt+bT.GRAG! TOP Pull
<br />1 wm mot 4 1' OART
<br />�-
<br />�ll " 11 lr 112 i[f� 1 - 11� IT It
<br />n ->It 11 11' 111 - - N it ` I1 11 It
<br />II � it 11 I 4� a> IN • Il it Il�it
<br />LI 11 it t f}t ft t p 1
<br />1! 11 N I III Ill it Ii
<br />',It it. it I Ili iEl t) fl 1) II
<br />I I I Ili Il it Ii) {) U tl Il
<br />t~' =� fit I q 1111 N . It I q
<br />E4 N.t, ML rt ll rtl 1x1 M1. tS IS M .A4
<br />a f roRy Ott"
<br />1 14AIL AT BASE 3" O.G. /Sd COMM.
<br />U NAiL AT tOP PLATE 3' O C. tV/S Gt1HN,
<br />MA OPENING pi:RIHEtF 4 3" O ,C,WIM NAILS
<br />NAIL t4T. At tv" O,C.tOted NAILS
<br />6TA405ER ALL VERT, JOIN t NAiL. Q 4 .C. tl!!8d
<br />NO I'L'tll oo 6 1 -L1GE 0 HEADER -NA2: i'LYWOOP TO I
<br />HEAt0ER WPM 0 4' OiC.. ofl�_Rmdo o val V-0" tee
<br />61M1''11;018TA 30 wm - I 0 EA. WO OF 14EAt7ER
<br />to JACK I BTUD
<br />woo
<br />e
<br />h
<br />8 S40
<br />h
<br />- For 51: i pat ■ 47.85 N t At r 0029 tO, I mpb r 0.447 We.
<br />Nnte; For eRacttve area be those given above the load may be interpolated otherwise use the load
<br />may be interpolated, otbatwise use the load assaci-
<br />pled with the tower of eve area.
<br />.. ..._...... _ ....ti..r 1111. ,1111 .._ . » »y.......,.....,. r
<br />_-- -•-
<br />-- __
<br />HEIGHT AND E7(POSURE ADJ CO WICIENTS
<br />SEAL
<br />irr.IWa.raa
<br />Mf i�Y0iM11MMM' 1? �'S:SiItlM(kLIaF'Id'71MIIMWIMCY.
<br />AD
<br />A
<br />K' X• YYBIXPf ]ItlAlk'1�?CC�1M�Il".!9!.f ;°',^... ��
<br />
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