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EXTERIOR W o��-W� �o a W� <br /> �3 i � i � FOOTINGS SH�eI..L EXTEND � MINIMUM OF I'-6" BELOW pDJAGENT EXTERIOR FINISHED 6RaDE. �'-a m��a�Z w W�N <br /> i i 1 1 <br /> w �WQ�o�w=�� <br /> �� � '�� i 1 1 �ti �r-���x�nQ� <br /> � �QUlJ2W (n O <br /> � . 3CC---�---�---�---�---�---�---�---�---���' ; �� � � � � G,45T—IN—PL�G� GONGR�T� �-Z���Q��� NZ <br /> � '�� s FG = 2 ��a���=o�o� <br /> � ' � �� � ' ,500 P51 � 28 D�4Y5. MININNM 5-I/2 Ss4GK5 OF GEMENT P�R GUBIG YARD OF GONGRETE AND � �W��o o z��Z z r <br /> � i ' � ' <br /> � D- � i M�4XIMUM OF 6-3/4 G�4LLON5 OF IN�TER PER �i4� 5�4C.K OF GEMENT. NO SPE G I A L I N S P E G T I O N R E Q U I R E D. w=V'w�o F a m o a� <br /> STHDI4RJ STHDI4RJ � � <br /> 1 � � MAJCINNM SIZE1� /�eG6RE6�+TE IS I-1/2 INGHES. MpJCI N N M 5 L U M P I S 4 INGHES. ALL PH�45E5 OF IMORK PERTP�INING Q o Q=��Q��o�� <br /> � azwF-3�>i.,_a�Qa <br /> , � j � � TO THE GONGRET� GONSTR,UGTION SHA�I..L GONFORM TO THE BUILDIN6 GODE REQUIREMENTS F O R R E I N F O R G E D <br /> 1 <br /> ,; � ; � �� _______ � GONGRETE. r4LL REINFORGING STEEL, DOY�LS, �NGHOR BOLTS, ,4ND OTHER INSERTS SH�4LL 8E SEGURED IN <br /> '� `; � � � ;; � <t POSITION PRIOR TO POURIN6 GONGRETE. �NGHOR BOLTS FOR PRESSURE TREP�TED SILL PL,4TE5 TO <br /> . �. . ..,.. .,... <br /> F�===�____________�. . -.r.>..,. . . .... �� ,.. � . . . ... .: G � � �----- ----- �� � IL BE s/8" D <br /> • � ----- ---- <br /> "� -- -- - -- � ' , � _.���'�'��- �.�=r-�.-,=_'- � �0 ,� 1 <br /> � FOUNIa,4TION W►4LL5 �'O IA�METER WITH 'T INGH MINIMUM EMBEDMENT INTO GONGRETE �4ND M/�XIMUM � � o v <br /> � : � � � � • ; . � i � ______ � � ��_2 � � � � � � � � °� SP�4GIN6 OF 2 FEE1' ON GENTER. MININNM 2 BOLTS PER 51LL PLI�TE PIEGE. ONE BOLT TO 8E PL�GED WITHIN � ," <br /> STHDI4RJ : .� <br /> . . . . � <br /> ' � �' � � � STHDI4RJ � � ----- � -----_ � � - � 6 INGHES OF E?�GH END OF THE SILL PL?�TE. DIPPED 6r4L.V,4NIZED GONNEGTORS SH�4LL GONFORM TO ASTM � � °� z <br /> . _ . � _', . <br /> a � � � � � � � � � STpND�RD 153 pND HOT DIPPED 6�L.VI�NIZED GONNEGTORS SH,4L.L. GONFORM TO ¢ � `n <br /> � ------ <br /> � �� � � �3 � � . � �j .: ; - -- � � � � � . • . . , � . . � 1 � ASTM A�653 GL?55 G-I85. W � � � <br /> ' �n� � � � . . �� • � . . . � � STAINLE55 STEEL P,45TENERS ?�ND GONNEGTORS SH�LL BE TYPE 304 OR 316. SIMPSON P1Z�ODUGT FINISHES � � " <br /> '�i • i . 1 1 ln� ' . . . v1 � <br /> i W <br /> O : � . �� � . . . . : . � . �. � .� � � � � • . . . . . , � � � GORRESPOND I NG TO THESE REQU I REMENTS �4RE ZM,hX (HOT D I PPED 6,4LVAN I ZED) �4ND SST 300 (ST,41 NLE55 � � H � <br /> : � � � � � <br /> �,.i � . �� . . . � .� � � . `e" � � ,�. .• . • . � � �. ��. . .. � � STEE1.). F,dSTNERS FOR PRESSURE TREpTED aND FIRE-RETI4RD/kNT TRE?�TED WOOD SHa1.1. BE ZM?�X HOT W > �v <br /> I ; .. I . ' . . . .. . . .; : 4 a' ' � . . .... . : . .. . 1 _ a....,... DIPPED 6ALV�4NIZED (6185), ST�INLE55 STEEL. Z N � <br /> ' ' � � � . � � . � � 1 �' � . . � � � � H � ¢ <br /> �3 �; �� � � . . . . . � : . . . . . , <br /> �,3 � . . <br /> �C=_—=-5—_�___—_—�" j .' . ' . � ' ! I • . ' . • . <br /> � � R�IN�ORGING ST��L <br /> , � . . . f � .• . .��� � � � � O X 3 <br /> �.��� 8 • � � . . � � �,,,: ; i � : . � �: � �� . �� . � � i �'J-1- REINFORGIN6 STEEL 5H,41..L BE PLA�GED IN GONFORM�NGE WITH THE BUILDING GODE REQUIREMENTS FOR �. � � � ' <br /> , � . . . . � � � ,. . � . .. . � . <br /> � � REINFORGED GONGR�TE AND THE M�NU�41. OF 5T�4N17ARD PRAGTIGE FOR REINFORGED GONGRETE � <br /> � � �3 � � � � � �� ' � L � � � � l•� .. i � � `i GONSTRUGTION BY GR51. DEFORMED REINFORGIN6 STEEL BA�RS SH14L.L GONPORM TO ?�STM ?�-615 FOR 6RA�DE � rn ° <br /> .' I� . � .��Y . � . � �� � � j .. �; � e � � � � � � <t j � � 40 FOR #5 AND SM,4LLER REINFORGEMENT /�ND GRr4DE 60 FOR #6 �4ND �4 � w � •o . <br /> L RGER. ,4L..L RE I NFORG I N6 B?�R E... � � <br /> STHDI4RJ t �.; .. 6 . •� .' ' 6 . . � 3� STHDI4RJ � � ' • �� � � . � . � � IL � 8END5 SH�4l..L BE M�DE GOLD WITH ?r MINIMUM R�.DIUS OF 6 B�R DIaMETERS (I'-"!" MINIMUM). GORNER 8�4R5 � � � � <br /> 1 <br /> + �--�---C—�;�.. .. .:....... :..;. .,.:..�. �� 5� � 52 � � . .I . .• . .�� � �:I 1 � � 2� �� � . <br /> __ __ . , . . , . � ( -O BEND) SH,4LL BE PR�OVIDED FOR �4LL HORIZONT?�L REINFORGENtENT. L�P ,4LL BaRS �4 MINIMUM OF 48 � <br /> _, -�_ <br /> : ,..r. ; ;.. ,.. ;.��� I � .•�. . . � . ..�. , t � . . � � i <br /> SIM '�r r a�. .[ .;I � ' - � � ���• � __ ; � i ; �� ' 1 � •�� � � . . . . � i� � � SIMP50N B,4R DI,�MET'ER5 UNLE55 NOTED OTHERWISE. UNLE55 NOTED OTHERWISE ON THE DRAWINGS, REINFORGING z �� <br /> �. 3 '��::�.. .. . � . �� � �� -- ---� . -- - � -- � . � . - ., � <t � .. .;.�.� � �i �.1 - � � � � � . .� � � M5T60 � STEEL SH�4LL H�VE THE FOLLOWIN6 MINUMUM G01/ER: Q' <br /> 2 �3 .. i.,. .. .. . ..� J L J � � .. . :.•�.� � � nv�vv� � � — � � V Q <br /> ; �3 : ... .. .:....:..� .: ::� � � � a, . . . � � � zH <br /> : � . . - - . . �t' '�t 'd- �1 GONGRETE GpST �G _ w � <br /> E ` ..... �,..: . ...... ... . . t , . : : .�..�p .::: p � Q. Q � �. . . � . . . � _ PER I NST E,4RTH -- - 3 I NGHES � <br /> ., ,:. ;.. : � � �� � � Q------------- Q Q � ' �' � > � <br /> .. <br /> ..� . �. �..... . _ <br /> � ., :�... ;. , -.; -� .:. ::..•:.: . .: tF t� �3 � t� �V -_ -- --- ,<': ��..- .:. .. .� . . � z 2 � � . -- GONGRETE EXPOSED TO ERRTH OR WEaTHER Q o <br /> - .. . :. .. :: .�� . . �.::. .. .. � � � ., � �. .,._,�_ <br /> F .�� � ' �� t� N t� t� P2-3 . � � . � i i I � I #6 THROU6H #18 B�4R5 ---- 2 INGHES � <br /> � ... ; � . :,. � 5 �.- 5 p� �.:���,�.::'..,�'�:...:..:����:�...�.�.:�.,`: t(1 c(1 t(1 I O � PI-2 � O � PI-2 #5 BaR ?�ND SMALl,.ER ---- I-I/2 INGHES � <br /> La ._.:.; :..':.;. ,,....:' :: . 52 SZ Q Q ' � 'P2-3 P2-3 i� � �!� I � <br /> (n (n ~ ~ L�J L�J S 1 IWG 1 VI`/�L S��L � <br /> STRUGTUR�4L STEEL SHp.L.L GONFORM TO aSTM P�36, f y=36000 P51. �4LL YVELD I NG SHALL BE 1 N '" <br /> �V�I��I"tT(O I�l (r l!"�L.�..,5 �F �J^'1���' `����, Ml'�I I�l �LOO� - J���� ���LS � ������� I I / GONFORM�4NGE WITH ?+STM AND ,4W5 ST�NDaRDS P�ND SH.4LL BE PERFORMED BY W,4B0 GERTIFIED WELDERS. <br /> I �� _ , ,� � �� _ �_ �� � U���� �LOO� - ����� ��t�,l�Cj �+ �"���D�' `�!"t�� STEEL TUBIN6 SH��LL. GONFORM TO ASTM �500, fy=50p00 P51. ,� <br /> SG�1.�: I/8 - I -O SGI�L�: I/8 - I O SGAL.E: I/8" = I'-O" s <br /> TtZUGTUR,4L TINtB�R <br /> J���� �' `�l'tL� SG��I�U�� 'AI I �- ��� ��-L- GONFORM TO WWP,4 6R,4DIN6 RULES FOR WESTERN LUM�R, L?�TEST EDITION. PROVIDE <br /> TYPIG�L MU]7-SIL.L: 5���� 1� `1�1.�� �O�S: GUT Ni�5HER5 UNDER I�LL NUTS �ND BOLTS BE�RIN6 ,46AINST YVOOD. ,41..L WOOD IN GONT�GT WITH GONGRETE <br /> P.T. 2x6 w/ 5/8" dla. x 10" ANGHOR NA�IL SP�GIN6 SH�1..L BE PRESSURE TRE,4TED. �4LL STRUGTURAL LUMBER SH�LL BE AS NOTED BELOW: <br /> BOLTS � 24" O.G. w/ 6�4LYP�NIZED I. PI- ��b �.P.A�. RA�T�D PLYWOOD OR ORIENTATED STRA�ND 80ARD (0.5.BJ ON ONE SIDE O� N4�LL. <br /> 3"x3"�sl'4" P1.�'1'E YV,45HER. SHEAR YV�1-1- NA I L TOP/BOTTOM HEM-F I R #2 ' <br /> WI�ERE JOIST P�RE HUNG �ROI�I NOTE: �LL SEGTIONS ?�RE DE516N�TION SIZE EDGES STUDS PL�TE BLOGKIN6 REQUIRED #/FT. P2- �6 �•�'.A. RATED PLYWOOD OR ORI�NTl�T�D STRAND BOARD (O.S.B.) ON E?�GH 51DE OF WALL. 2x FLOOR JOIST HEM-FIR #2-------------------Fb = 850 P51 <br /> MUD-SILL 1'.T. 3X RIPP�D TO TYPIG?�L � SHOULD BE USED 2. �OR PI-3, P2-3, PI-2 � P2-2 SHEi�R WALLS U5� 3x STUDS AT ADJOINING PANEL �DGES. N?�ILING 2x ROOF R�FT�RS �IEM-FIR #2-------------------Fb = 850 P51 <br /> ST�M-W,41..L WIDTH W/ GOUNTER-SUNK �T A�LL SIMIL�4R LOG�TIONS PI-6 8d 6" I�" 6" YES 210 SHaLL 8E ST?�GG�R�D. 4x BEAMS DOU6-FIR/L/�RGH #2----------Fb = 850 P51 <br /> �/8'° dta. X 10" ANGHOR BOLTS � 24" P�-�° Sd 4" 12" 4" YES 310 3. N�ILS �FfALL BE 8d GOMMON (0.131" DIANt�TE�. bx BE,4M5 DOUG-FIR/L?�RGH #�----------Fb = 850 P51 <br /> O.G. YV/ G�41..1(, 3"X3"X1'.�" PLATE TYPIG�L HOLDOWN U.N.O. PI-3 8d 3" 12" 3" YES 400 4. WHERE PLYWOOD IS INST�L.LED ON BOTH 51D�S OP WALL, PLYWOOD JOINTS SF+A�1.L �ALL ON LUMBER NOT NOTED HEM-FIR #2-------------------Fb = 850 P51 � <br /> ���• STHDI4RJ w/ (38) Ibd SINKERS P2-3 Sd 3" 12" 3" YES 800 SEPRR�TE 5TUD5, EA�GH 51DE. <br /> PI-2 8d 2" 12" 2" Y�S 525 5. ALL P�hIEL �DGES BAGIG�D WITH 2-INGH NOMIPI�L �RAMING �OR PI-b � PI-4 SH�AR WALLS. A�l..L MISGELL�NEOUS H?�NGERS TO BE PR0I�IDED BY 51MP�'.�ON GOMP�4NY. �LL HrhN6ER5 SHALL SE FaSTENED TO � <br /> � GRID "�": P.T. 3X6 OR 3X RIPPED P2-2 8d 2" 12" 3° YES 1050 PAN�L �DGES BAGIC�D WITH 3x �RAMING AT PI-3, PI-2, P2-2 fi�ND P2-3 SH�AR W,4LL5. INSTALL � `. <br /> WOOD WITH PROPER N}�ILS. ,4J..L HOLES SHaLL BE NP�ILED. MaGHINE BOLTS TO BE ,4-30'1. RNGHOR SOLTS � <br /> TO 5'T�M-WALL WIDTH W/ g/8" dla X 10" PA�NELS �ITHER HORIZONTALLY OR V�RTIG,41.LY. SPAG� NAILS � 10 INGHES ON GENTER � INTO GONGRETE SHALL BE �/8" DI?�METER WITH "I INGHES OF EMBEDMENT INTO GONGRETE UNLE55 NOTED <br /> A�tGFfOR SOLT � 12" O,G. INTERM�DI,4TE SUPPORTS. OTHERWISE ON THE PL�NS, �4LLL N�ILS SH�LL B� GOMMON WIRE NaILS. NaILIN6 SH�41.1. BE IN ?�GGORD�,NGE � <br /> 6. A�1.L �KGHOR BOLTS SHALL BE INSTALL�D WITH HOT DIPPED GP�I.YANIZED PLA�TE WASH�RS. YVITH IB.G. SGHEDULEe � <br /> � GRIDS '°G'°e ?�NGHOR BOLTS 12" O.G. 7. RE��R TO FOUNDA�TION PLAN POR ANGHOR BOLT 51ZE, SP�GING P�ND MUDSILL/RIM GONNEGTIONS. <br /> #---1 � . <br /> STRUGTUt�L L,4MIN,4T�D LUM�ER (GR�tD� 2 O� � <br /> .. .: ,. , - . <br /> Fb=2600 P51 <br /> � Fv 285 P500 P51 <br /> ; . _. � <br /> I ' 22 ' - <br /> i I ,43 ' ' � I � <br /> T 23 s�"��`�������"�`a;��, #_�._� <br /> � � GLU-LA�MI1�t�T�D TIM�Ei�• <br /> , � s2 ' � <br /> j I j � ' ; a�r��,�F��'�i�=' /�; �����A (� <br /> , <br /> , � <br /> L�MIN�4TED TIMBER SH.4LL BE DOUGL.45-FIR/L�RGH KILT�I �RYED. STRE55 G�E`GONi�IN�4TIO�l�,QF��24F-V4 . ��� ,� <br /> - - -- - I � j ' � � � FOR SIMPLE SP�NS ,4ND 24F-YS FOR GA�NTILEVER �4ND GONTINUOUS BE?�MS,?',�;,`�'`'� d'3 �PRODUCT!Oiv"'�� :� <br /> ; ' ' •�`�.o a" OF Ti�iESE FLANS 8Y °� � � <br /> s�� � ANY�A�ANS IS?Rfl+tniT[D � � <br /> i I I 1 � � ;"*� ��; 9 FIY F=D��GWL U1'hJ.VIU ',-'ONS � �: <br /> , � � � , <br /> �LOOR SHE�TH)HG �' � �iE PU�J(SfU�f3LE S'/rl(vES UP e� ,� � � <br /> I � � 21 � aJ m �t] rn�inri� � <br /> � II � 12 � �3 � � D�4THIN6 SHaLL BE /4 INGH TONGUE � 6R40YE, �.P.P�. R�TED SHE�THIN6.�,SP�N R�i'fIN6„'�/Zg WI,TH�LONG � � <br /> S2 i 52 ; , IMEN510N PERPENDIGUL,4R TO SUPPORTS. UNLE55 NOTED OTHERWISE Npi,�L WI�H°8d-.GOMh%(ON NPiIL5,�,4�''tib � , <br /> -�,s. T..� <br /> - - -- � : ; <br /> I NGHES ON GENTER �T SUPPORTED PANEL ED6E5 � I O I NGHES ON GENTER-,4T�I NTERNiED I�TE SIJPPORTS.� THE <br /> _ __ FLOOR SHEP�THIN6 SHALL BE 6LUED TO THE .lOIST AND THE TON6UE �4ND rGR0�01/E ;JOINTS�l,^Ilt'�I �N�'A�J p���p VED � <br /> - - . : . , . -- - -- --� /�DHESIVE. � '�a �_t... ,as �P��;r_ _ <br /> , - - -- -- - <br /> ����i � <br /> � <br /> � � ,..d�.,��'>- �C ,,, <br /> + � cJ� � t�?�a..' 1' � . �� c`�'� ���� � <br /> , ; fiZ00� SH�,4THING _� : �,�,-� <br /> � <br /> ' `.�,�, r�r:+,��,.�' <br /> ' -------- SHEaTHING SH�41.L BE 3/8" r4.P.�. R�TED SHEaTHIN6. SPI�N R?�TIN6 g?i(t,, IN5Ta1.LED WITH LONG DIMENSION (� Q ,: <br /> ��� � � I6 ° � , AGR455 SUPPORT. PANEL END .lOINTS 5H,4LL OGGUR AT SUPPORTS. NA�IL P,4NEL EDGES WITH 8d N,41L5 �T 4 �-�-� Z � <br /> F., - ; <br /> ' ' � INGHES ON GENTER �4ND 10 INGHES ON GENTER �4T INTERMEDI�hTE SUPPORTS. � <br /> - - t - - -- -- - - t - - -- �� -- -- �� 52 � <br /> � <br /> YV�LL SH��THING � <br /> io � � <br /> 52 �RIN6 TO�BEP�b'� ED6E5 INIDTH Bd�Nr41L5 �T 6 INGHES O GENTER ND 10 NI HES ON GENTER A,T T n � <br /> i '-- � -- �- -� ( � <br /> i i� __ 'r �' INTERMEDI�4TE SUPPORTS UNLE55 NOTED OTHERWISE, ON THE DR►4WIN65. v � 0 • <br /> _ � � � <br /> - _ ... .. _.. _.. . . .. . _. .. .. : . <br /> �' �LOOR �RA�MINC�: <br /> - - - - - PROVIDE FULL DEPTH BLOGKIN6 FOR JOIST ,4T TH� SUPPORTS. FLUSH BE,4M5 AN17 HE�DERS NOT G,4LLED DESIGNED BY: DATE: <br /> OUT ON THE PL,4N5 SHaL.L BE 4x10 DF#2 UNLE55 NOTED OTHERWISE. ?�1.1. 1/ERTIGal..LY 1.�4MIN,4TED GOLUMNS TROY 2012 <br /> --- Iq �41`lD HE,4DER5 SHALL BE SPIKED T06ETHER WITH Ibd N�41L5 SPaGED ,4T 6 INGHES ON GENTER. DRAWN BYe DATE: <br /> ,l 52 , �`3 JRAd �f12/13 <br /> � � BE,4RING W,4LL �R,4MING: <br /> I, / ! I PROJECT MANAGER: <br /> , �} �_; � f4LL DOOR �4ND WINDOW HE�DERS NOT G�4L1.ED OUT ON THE PL�4N5 SH,ALL BE 4x10 DF#2 WITH ONE GRIPPI.� t,q�,�GS JENKINS <br /> 10 � �4ND ONE STUD /�T E?�GH END FOR OPENIN65 4 FEET WIDE OR LE55. /�LL GOLUMhlS NOT Gr�LL.ED OUT ON THE <br /> PL,4NT5 SH,4LL. BE (2) STUDS SPIKED T06ETHER WITH 12d N/�ILS p.T 12 INGHES ON GENTER. PROVIDE 2 REVISED BY: DATE: <br /> 52 �O ✓/2"1/I6 <br /> ' L�YERS OF BUILDIN6 PAPER BETY�EN lNOOD f4NT� GONGRETE. W�41.L5 SHr41..L HP�VE � SINcSLE BOTTOM PLA�TE <br /> _ _ _ _ _ _ _ _ _ __ 14 ,4ND DOUBLE TOP PL�TE. END N?�IL TOP PL�TES �ND BOTTOM PL.r4TE5 TO EAGH STUD YVITH 2-Ibd N�ILSe <br /> s2 �a FAGE hIP�IL DOUBLE rOP PLaTE WIrH Ibd NaILs �r lo INGHES oN GENTER. L.�P �ND ��+cE l�l►41L PL,4TE5 WITH <br /> i �`3 =_ ___ __= 2-Ibd NaILS ?rT E,4GH SPLIGE, GORNER INTERSEGTION. ST�4GGER SPLIGES ,4 MINIMUM OF 48 INGHES, <br /> �� � <br /> ��� ;;; = -s = <br /> _ �n iii �ii -- - _ ____ �I�G-M,4NU��GTURED ROOF TRU55�5 LATERAL BY: �ATE: <br /> : -- - <br /> --��� � �'� '�� ; TRU�SES SH�4LL. BE PLr�NT FA�BRIG�TED OF DOU6LA5-FIR/LaRGH OR HEM-FIR. TRU55 MANUFAGTURER SH?�LL MEI 07/12/16 <br /> ' =- = ___ _ <br /> , ' __��� �� � � �� , -__ - <br /> SUBMIT SHOP DR,4WING5 AND G�L.GUI.I�TIONS STr4MPED, 516NED ANV D�TED BY 1� Wp,SHINGTON ST?�TE LATERAL JOB NUMBER: <br /> ' � - _ � LIGENSED STRUGTURP�L EN6INEER. SUBMIT TRU55 SHOP DR�lNIN65 TO MITGHELL ENGINEERIN6 POR REYIEW OI6-484 <br /> __ _ __ _ ' , �4ND /�PPR01/aL PRIOR TO FABRIG�4TION OF THE TRUSSES. <br /> : ; ; � <br /> ; <br /> ; .. 5 <br /> :. . - -' �fitG�I T�GTUfi��� I7�Tr�c l�S Ol�l S���T �� , <br /> , <br /> . . � , <br /> . . :.. ... . . <br /> , � - -- -- - -----�- <br /> . ; <br /> .. ; <br /> -.. .:. . . , � �� --- ---- � �3 L�4T�fi��L I7�T�IL.S 01� S���T S2 <br /> . �._; .... , . ..... .., <br /> - ----------- ------ <br /> S2 - -- -- -- -- -- -- � <br /> s2 ia � <br /> �3 52 � <br /> 2 1 '�I 1 � �LOO� � �) I��� / 1�LJ�..S �• 1"����/ 1��� U���� �i.�OO� � ���M I�� � D�T�I LS �OO� ����I 1 `�G `f' ��T�I i.�S ANW WOODINVILLE OFFICE � •. <br /> r'J�it�..�: IIB�� = I�-O�� � �'J'�i�..�: I�B�� - I�_O° � JOB NUMBER: �_' <br /> ��..�: v8�� = ��-o�� 160186 <br /> , .1 <br />