|
� cEN�Raai.r�or�s
<br /> 2X8 PT I,EDGEI�AT WALL WITH 1I2 X 4" 2K4 RP,F fER UPPER FL�OR WALL r��t4: t lrtt�-�o�s ,, !
<br /> AI.G CONSTRUCTIQN SHALL CaMPLY WITH 7HE 2012 STAGGEREp IAG BOLTS AT 18"'OC lNTQ RIM �'��ss�s r������w�TH HOLDO WN SCHEDULE ` �
<br /> INTERNATI4NAL R�SIL7ENTIAL CC7DE,20121NTERNATIC?NAL STl�ME��Pl.US S INCHES MATCH pATIQ ROO�HEIGI-!T _�a» �ri��t`��.�
<br /> JOIST.LAG BOLI'S SHALL BE 2"FROM 70P QR !ob#: os6G
<br /> BOT1'�M AND 2 TO 5 FR�M ENL�S QF LEDGER / SHEARWA�.L&HOLDOWN NOTE3(U.N.O.) : IIULI7�JWN f FASTENERS TO FOUNDAT[Q?vT .�,�
<br /> BUiLE31NG C(�DE,AND 7HE 20'f2{Nl"ERN�1T14NAL ENERGY � ^ FR.QOR SHEATHING h��ux �a:�t�ti:V'rs
<br /> 4X$I-IEADER ABC)VE /� (1) Simpson or equai. Lacate at end of shearwall u.n.o. Install STRAI"�1 (2)-STUt)S�IIN U:i�f.C7. rI�;CHUK*(1)(4)
<br /> CONSEI�VATIQN CODE�F 7HE BTATE C?F WASNINGTON. � �
<br /> 120"CEILING HT per manufacturer recommendatio�s fot founda#ion minimum end �
<br /> HEAQER AT RIM JOIST � � � �
<br /> SIDING , � distance and embedment,deepen Eoundetion as required. T'-� �TH�14r 14RJ (38}I(34)-I6d NIA
<br /> R-40$,2 (WAC 51-51 j UNDERFLOQR VENTILAT!{?N R�QU�RE51 SQ 11 7/�BEAM PER PLAN 2X4 CEILItVG WITH JOISl'HANGERS �
<br /> FT OF NET FREE CF20SS VENTILATION FOR EACH 30Q SQ FT G1F � � AT EACN J018T (2) Construct cripple wall same as shearwa(I{SN7)above,and '
<br /> � METAI.FLASHINC= JO�S1' \ � gable-end sarne as shearwail(5W)belaw. � a
<br /> UNQER�LOUR AREA GOVEREQ. �s� (3) Requires 3x ar(2)2x foundatian sil!plate � V �
<br /> 120"ABOVE SC16FL.t?C)R 120"A$OVE SUBFLOOR (4) Threaded rod and coupler as required. RS (/� �
<br /> R-4Q8.4 11NDERF�€}OR ACGESS:MINIMUM 18"X 24""CLEAFZ � � �� T (5) Common naiis,UNo:sd=0.13t x2/3",1od=0.148"x3^, ��
<br /> f�Cr'G'��'��'�-{�tl{JCi��L�Qf����N 1G"X 24"�H�Q�Ca'M��T���. 12d=0.148"x3'/a"� 16d=[}.162"x3'la",16d si�ke�=0.348"x3'/a". "7-�, � �
<br /> DOlJBL� TRANSOM WINDOW �� DOUBLE TRANSOM WINDOW �
<br /> 3�-317.1 WC3aD FLOQR Jd�ST GLOSER 7HRN 18"AIdQ W�OD 2X6 PLATE 2X6 p�,�'� (6) Instai€H1's on ail trussesfeafters,A35's at 24"o!c on gables& � � "'r+�
<br /> GlRDERS GL.aSERTHAN 12"FROM THE EXPf?SE[}�R�UND MUST " rimjoist{or solid piky)ta top plaie(si1l plate at tdn)u.n.o.;When L„ � �
<br /> BE PRESSURE TREATED. MST�2$CiF2(2}HTf4 �`�. � specified spacing is less than 24"o/c,insfaii A35's at roof solid ��
<br /> 3 1/$X 12 D£30R MEADER �' - bIk'ing ta SW top pla#e,and install H'[or H2.5 an alI � � �
<br /> AT 7WQ LOCATI�NS TO 96 ABOVE Sl1BFLf7�F2 1� 96"ABQVE SUBFLt70R trusses/rafters. �.TP4,lTP5 or 1.S50 can be substituted for A35. �
<br /> R-8f}6.2 ATTIC VENTILAT1Qh!REQUIf2�S NET FREE CROSS CONNECT FL:�C��i � Conn.per Simpsan Strang-7ie ar equa�. (�
<br /> V�N71LATtQN 1J150 OF ATTiC AFi�4.UR 1/30Q IF 40-50 PERCEPlT IS f31APHRAGM TO D�CK JQISTS 8'-1 �/2"R6£4VE SLAB FLQOR � �\ � �
<br /> (7) Minirnum 3x or dbI-2x stud lam'd wi(2)-16d @ 6"o/e at � A
<br /> UPFER VEPlTElAT1C3N. �� �.OWER WINI70W OR�OOR '� LQWER WINDOW QR DOOR � �
<br /> abutting panel edges.
<br /> (8) Anchor boits shall be embedded al least 7"irato concrete; .�,�
<br /> R-807 t\,Tl'IC ACGESS REQIJIRES 22"X 30"M1N CI,EAR QPENING IN � ther�shali be a minimum of two bolts per piece with one 6olt � �
<br /> A READILY ACCESSlBL.E AF{EA.34"MIN HEAF)R+�OM, INSULA7E ,// located not more than 12"or less[han seuen bait diameters from
<br /> �tpw�,rH��ts�tfP zacsr��t, [��, GARAGE DUQR WALLS [�� �INING RM W1NC}QW HEADER �1 FAMlLY RM WINQC)W HEADER �a�n��aorcnQp����. �Xm,nP,-,u.n:�. �
<br /> 9 All sheathin must be Stru tural!sheathin U.N.C�.
<br /> IR 310 EGRESS�PENIMGS SHALL HAVE A SkLL HEiGHT C)F NOT SEE LEDGEI� 2k2 WOOD "cv
<br /> MORE THAN 44"RBqUE THE FLC30R WIT'H A MIN OF 5.7 St�iJAR� DETAll.S PIGI(ETS AT 5"O� � , SHEAR��'ALL S�'HED ULE o�ce: ���t�:zots
<br /> FEET,A Mi�WIDTH O�'2�"AND A MIN NEIGNT OF 24". ABOVE ROOFWG MATERIAL TQ BE ��b#: os�� �
<br /> MID R�OF"UNQER SHCNGLE"V�NTING TO 7/16"(�SB RC7QF COMPQSITION OVER 3QL6 FELT sxr:<��r}ior;c,-t��r�r.:v�r� sfi�n�rriiNc r�cr.�;,��Ls�{s� �.c7c�r-�ro�c�e f�cn�[�=,
<br /> i41ARK B 15F;YLA1°E SILL PL aT�.�TCHt7RS wl .
<br /> R-314.3 INT�RCQNNEGT��SMOKE ALA�FtMS SMA�L BE iNSTALL�D 5/4X4 WOOD DECKING WlTH P�2C}VIC?E L.QW�R ATTIC V�NTILATION. SHEATHING.8D AT 6" � *, �:���[�s�ru�����iU���r� �z��;�>c=�s��.oc�xru � r=�.��c��x�ro�ro���.�.�r�; , „
<br /> � ��� i�}.E���S.��� ���C 3'R 1�� ��.�1tik-�.L��S����
<br /> {N EACH S�EEPING RO�M,iN THE 1MMEDIA7E VICINITY OUTSIDE (2}8D AT EAGH JOlST , A� '� t��AT EDGES RND ��� �� u.r;.v.��zotv*(y) (ao z,��s p�«w,r�G���5�n�,si�� �stt.t,rt�tl�t�t.*(�7 � �
<br /> �AGH SLEEPIN�AF�EA AND QN EACH STORY. �/ 12"OC AT FIELa ``� = s�v-t ��ri���os� �a r�,���or�.E�z��o��f��ct� i�a�� iz � o�� H1 � z� ^o1c s�s�����.�o^Ag�s a; bo��a��
<br /> 2X8 PT JUCST 2X BLKS '�� �., �/ `�`'� �/ or A35 @ 24"o/a
<br /> R315.1 CARBON MONUXlDE AL.ARMS SHALL BE iNSTALLEp � i'/'`F�,,.�-'`� R(?Q�TO Tt�P PLATE �r-�'���
<br /> ` i S`1'-? 7!(5"()4E3*(.71 Bd fa 3"o!c(1� ,-a/c field) IGcI{�z: �"c�ic :\3i�rt; 2� "o/c >i8"{)�;[0"t1B s(iz; =18 "'v/c
<br /> Ol1TSIDE EACH SLEEPfNG AREA!N TF1E IMM�DIA7E VIGIMTI't�F � ' J CQNNECTiON PER �� /� ` I ��
<br /> � 2����� � � , '�'U'W�J��"���U�..� ��� �1� ( ��j 8il(ct -1"cs,c tiiae Gred
<br /> �'��BE�}F2,C3��V1S. S�Y-3 7f 1 f,`�pSB Bot}t Sides*t`7) _�' Ifrd(u; =1""aic A35 fii, l2 "«tc �!Y°Ux10'�;1[3 s r�i; I2 ,�olc
<br /> 5!4 X 4 DIAtaUNAL - 2'MAX � � /� 1 '. , � `J (t�"�t�t��l�) - �
<br />� BRACE FRONt b����s,��,�sr� �.�rzd
<br /> R-308.4 SAF�TI'GV�ZING►S REQUIRED AT ENCL�SUR�S FCJR �� - res�,v ��tai�oss��tn s,a�,*(�a ,,, �' s�r n�Tatt��
<br /> BEAM T'O WA�L / � � � 1:. o��[ie1�i)
<br /> �'UBS AND BHOWEF2S AND WHEN P�ACED WITHIN 24`"ARC OF �.� 4X10 P�"B�AM WITFi �'�� �: �� \ � '
<br /> EITHER UERI'1CAL�DGE QF D�UR AND GLAZING IS LESS TNAN
<br /> U
<br /> 60'"ABOVE FLO�R, 514X4 CL.EA7S 12"MA}C GANTI�EVER � `t- INSULAT6biV BAFFl.E W1TH 1"
<br /> �ACH SIDE ����P���S 1/EI�ITED 2X � j � ���AIR SPACE TO EXTEND
<br /> SOLID TIGHT F(Ti'ING SLOGKING TO 12"VERTIGALLY A84VE
<br /> M-15Q3 RANG�HQQD SHALL DIS�HARGE TO THE OUTDQORS / � �
<br /> THRQl1GH A SING�.�WALL DUCT THE DUCT SERV1iVG THE HOOQ / BL4CKING(NO V�NTS) �{�p,Q�R � INSULATIQN
<br /> SHALL HP�VE A 8MC10TH lNTER[QR SUR�ACE,SMALL BE AIR TIGHI' 4K4 PT POST / ���1� PER PLAN �' 2X6 WALL � '
<br /> 6X6 FOf�PQST � \ #�
<br /> AND SHALL BE EQUIPPED WITH A E3ACKDRAFI`I?AMP�R. Ct?NGRETE SHEATHING � ����G J
<br /> OVEFt14 FT �� NOTE:GABLE E�#QS TFiAT ARE LllREGT1.Y UP AGAE�1Sl' „ �
<br /> FO�TING 12 pE��W AT 16 �C
<br /> R319.1 BUII..D{NGS SHALL HAVE APPROVED ADDRESS NUMBEF2S. BELOW GRADE 5 Ff S�TBACK SHALL HAVE Nt?GABLE VENTS. ... .,. -,-•, ,_.. .,._.. „
<br /> SCHEDULE � 1 ��� E LL
<br /> MIN SIZE 4(P!WiTH 9l2 fhl STROKE AND Ct7NT'RASTING ; � ,� �a
<br /> BACKGROUNDANI�VISISLE�RUMSTREET. TYPICAL ROQF TO WALL 3�"������������}�� ` �
<br /> RtJOF C.�VERHANG INTRUDFNG INTt� ; ��, �,:� ��� �,�,�„�„ �}. .�,t, ,��,.� ; W
<br /> ��si�N c�rr�Ria 8 X 1 a TYPI�AL DE�K SECTI{�N '�� 5 FT PRC7PEFF��TY' Ll�tE SETBACK C1 AND HEADER SECTItJI� ' �- ''"'�' `�"-` "°' � `'"`'' �_,�` �`�' � �
<br /> ; �EKV4LES:`raxi?i'SY8.CC3f�/I � �
<br /> L_....._._....._.,.___.___...,..._._..__._.�...__..__._.._.._....._._.._.._,._....,..._.._..._._._...�: �
<br /> W
<br /> FLOOR LIVE�.�AD 4Q-FLOOR DEAD LOAE] 10 Geueral Structural 111otes- Unless Nated Other4vise
<br /> ROOF LIVE LOAD 25-ROOF DEAD L.OAD 15 TI-IE GREATEST RISER H�IGNT WI7MIN ANY
<br /> SD NAtLS AT 6"QC PERIMEI"ER NAILING TC?SQLIQ
<br /> V+IIND SPEED 85-S�ISMIC CAT. i� FLIGHT QF STAIRS SHALL NOT EICCEEQ THE NAiII�VG'tO LEDGER PARA�LEL OR BLOCK�NG.SPA�ING c,��re��.[. A[�L c<��vs rxuc'rtc�n�sx���c;c���ox�i'ra z�����T����aTio�,�L�t�t�Dnc�,co����Hc),2otz�otTtc>r�,aR
<br /> SMALLEST BY MORE THAN 3�/8" P�RP�NR1CtJL4R oTxr.R�ovE�rrrr�G cr���,r�s rc�r�atx�n sY LocAL��;fzts�icrla�;.
<br /> L70U�l.E JQIS7 Al`EACH ST(�AP PEF� PER PERIMETEft BASEPWTE NAILiNG
<br /> TIGHT F4T SO�.I� RQ�F�RAMING PI.AN WITH EQUfiL NUMB�Ft O� NAI�.ING OF Fl.00R PER SW SCHEDULE vFs�ch i,o 1ns s��E�rGIN��xi;�c,FncxF�r Fox�Fsrchr�.c�,ans.
<br /> I+AIN HEAQ CLEARAh10E B�OCKING NAILS TC}WALL FRAM{NG AN�Jf)iSTS. C}IAPHRAGM ,
<br /> MANDRAtL 3438" � TQ BE 6'-8" � ___. _.__._ _ _ �!vsr�c�t�ia�vs �rc�sP[:c�L ra�sr�:cr[orrs���z�:�zrQui�U. �oT�rY auu.v�VG�LP.�aTm�NT roR i�vsecc rior�s�za.�uiru:n
<br /> 1f2 ANGHOR B(?LTS AT � ABOVE STAIR NQSE �, -�-w � -- - t70 NOT NAIL iNl'Q�NE}GRAW.
<br /> " #4 VERTICAL AT 4& OC. �� „ B�LocA�,Juxlsn[c�lorr.
<br /> 72"OC WiTH 7"I�11N INTO � STAIR 7READ t; 3l4 FLOQR
<br /> EXT�ND 14' INTO STEM �j�� BAS�PLATE NAtLtNG FL4UR TQ 70P PLYWOOR
<br /> �"(�(��(�1J��(..2�(�(,`�'$ a PER R-311.5.3 � FOUtiDATIONS EXITND FOOTfFvTC;`t'O UNI?iS`IURI3ED SO[L OF 206Q PSF E�EARJNG CAPACITY. E�O'["LCJ�vt OF E:CTEKtOR
<br /> WALL AND 3' INTO // � F'ER SW SCF1EDEil.E � ��4"FLQflR pi..A,TE C(�NNECTlCJN FQQTING 5I[ALL T�is l'-G"bf]NY�4Ll;vi BF,LOW OL7TSIDE F[NISF�F,D GRADF,.
<br /> MIN PER SIL.L PLATE FOOTING WiTH f \ `'--_� \
<br /> WITH A MAX'I2"AND STANC}ARI�HOQK. �X$F21S�R � y F{..UOI�.ICikSTS Y �,,f PLY'Vt/0OD RER SW SCFIEUULE � � COi�iPACTkU FILL SIIf)ULU C'{)NSIST()E�PREDO�tINATL'LY t4'ELL-GRAUGD,CRAIv`ULAR SUlL,PREE Ci[�GRGA�+IC
<br /> �4fl��3.�°�����hCH `'� iX�.,.��l��f�,`QL���, $/�$�F��1Y� h9r1TERIAL�iyia l?E13Ft1S. FI[,L SI30laLU f3G PLACED ti�!1WA,Y1�IUi41 8"LOrJSE LIFTS AI��D COMF'AC"I'EU'CO A h2lNIt�1U��I OF��
<br /> 2X12 S�'RIPIGERS(3) �_ SHEARWAI.I.PER � RAFTER OI�TRUSS WITH `� `
<br /> ���.�A'�N���Q�3� \ M��.'F�4�I�f�'� .5�f'1���I�E �I�i�L�NG � � ����������� ��.(�Q��Q�+�T � ��(��?����ac`j' � P�RCEN'C OF TE1E ivfAkli44ll�t[?CNSYCY�'C OI'TIMUM MOISTUKE CQNTfiN"F DE�CERM1TdG�D�E3Y AS�TM D-1557 TE.S'P
<br /> ��� (2}16D T��ACH STUD PEE2 SW f'ER PLAN PER PLAN r��cEBu�S.
<br /> 3X3X 1/4"MIN. � CONNECTION
<br /> SCHEDU�E
<br /> FL40R TO STAIF2S co�vcx�Tr�; t�� 2>0���sl�t��Iniu�T;-vz s��cxs vr cE�iL�v�e r�R cuslc�Y���or coNclu:rL nril����t�:���tjtvi ot�6.0
<br /> MfN RUN 10" RIM JpIST
<br /> M�����,T�/4° FLQOR JOIST \ PERIMETE�t NAI�S tiE1LI,C)NS UF WATF k I'F R 941 F�Sf\C:K OC�C GMENT. A�1AXC14TL�141 SLUMP IS�". SECrREC}AT[pN OF i�iATC:RIALS Tf7 BI^
<br /> 1(2"G�IVB UNDER STAIRS PER SW SCH�DU�E FLfl�R T'O TOP ., L�WER WALL TOP PxEVFr�TE�.
<br /> � UNBALANCED WALL FRAMihlG fJR PCATE CC7NNEGTION RIN!JQ�ST PLATE OR MUDSILL
<br /> -I I I-I , �A�:f��IL�.M�S'� � KE1NFqRCIi1'G STEEL ,�5 BARS ANI?LARGER SlfALL BE GRAUE 6Q DEFURIviED Sr1ItS,t�Nll?i3 AND#4 BARS SffALL BE
<br /> _ 2X pRAFT STOP BLt�CKING SEE DETAIL 62 FQR STRAP BEAM QR Ml1DSI�,L P��SUV SCHEDULE
<br /> � � �-��� : t�OT EXCEED 4 F"f' � } c�a�v�ao,i��ccc�l��.��vcc�vrrli�s�rn�s a-�ts. �a��sPtrcE:s 3z�t�R nTnMcrrR�. �v��r�H.t��v[a�:F�Bxtc sxaLi:
<br /> B�TWEEN STUDS Gp�NEGTION:IF APPLIC�IBLE P����� C(7NFORM TO ASTM A-18�AND SHALL BE 6X6-1V 1.4 X 1�'1.4. LAP ONE FULL(vIESH AT SPLICES.
<br /> I I I-I I I-I A��MUs7���r
<br /> �_� � � ��� .` B�GR�AT�R 2X4 STIF�ENER TYPIGA,� PARA,LLEL tJF� TYPICAL CA�IT(LEVER ri�ls�x�xa�si�tic sx�L��c�:L�l-rxE�a�.Lt��v1�c;��{r�i�iuyi s'rtuvt�AKr�s: �
<br /> � I II-II I-I - `�' ��At�4�D�G TY���'A� SE�O�D rsear�rsah�raYos-�s�ax_av�ckE�men�: €�r-��r�z �
<br /> I I I I=I I I � � ��-�p� TYP[CAL STAIR SECTION �'�RPEI�I�ICU�AR �QWER �2 V1/ITH SHEAR TRANSFER F�C}�7R J01ST SECTiON so�sTsts�runsc�x�: �krt�rsT�f�
<br /> - - � � v
<br /> g4 �� ROOF T(J WAL� CON�IECTION �� ULULc.:���rt�r�v�c����s�cL�� �aF-va�zar-vsAz�c�rv•riL�vE�s�
<br /> I I I-I I I-I ' �TE�,�,��TO
<br /> �I I I I I-I I I ' •. , HAVE MIN 1#k�AT 2r TI;vtBE(t SHALL E3E KfLN DKIED. �iItADE5 Sf{ALL CONFt3RIvt TO"tiVWPA CrRAI)Ih'Cr RULES FOR WES'I'ER?d LC�1I�Ett",
<br /> � I I I-I I I I s / TOP AND B(�TTOM LATFST GDE"C((3N. RQOF'['RUSSFS SHALC,BE IaES1GNED IN ACCORDANCE W(TH T[-iG�'.P.L ANU THt;IBC ALL
<br /> � I I I I-1 I I ; so�i�oR i-�o�s-r ��2��,vvc�oR�a�.�s a�r 7z�� �:o����������,:�����z��,��.�z���.y.z,
<br /> � - 3!4"SUBFL��R NAILED WITH$Q AT 6`" �� 1f2"ANCHQR BOLTS AT 72"QG ����3��'��,.����. �w�'��D��,;4!
<br /> ��,j,! - - BLC�CKING P�R PLAN WITH 7 MII�INTO STEM WALL. „ BASEPLATE NAILWG 'I/���ANCHOR BOLTS A7 72�C}C ROOF DIAPHIZa.f:�I INSGALL NfII31MLP:��i t!2"CDX Pi,�"�xTOOU(3?!16)4R 7Jt6"OSB S[IF;ATHF[vG. NAIL 1LI�SUFPQEtTGD � i^ i e, � -
<br /> �� I I I I I I-I �. OC AT EpGES AND 12"'�C AT FIELD WITH 7 MIN IN'f4�TEM WAl.�.. PER S HEDU�E I � O STEM�dV . , Trl,�o�a�vi�JG HAS BEEN REVIE NED FOR
<br /> � I-I I I-I I I ' ., ` 2 BO�TS MIN P�fZ SILL PIATE �� �tV SC W TN 7'MIN IPlT ALI. F,EJGES ANL�T30CiNDARtES W1TN Kd AT 6"O.C,AND IN"CERIOR SU['P�RTS w[TH 8d AT 12"(�.C.;BLC3CKINCi N(7T R�"QUlREI). ;�'�UCTURA!REQUlREPAFNTS UNLY PER
<br /> 4 GONCRE7E SI.AS 2 BOLTS Mit�PER SI�.L PLA'f� #4 VERTlCAL AT
<br /> WI'CH A MAX 12"ANk�M1N 3.5" 2 BOC.TS MIN PER SILL PLATE TFiE A i`��;Ct-iEJ RcLFti i-,�tT DOCU�1cNTS.
<br /> � I I I-I I I-I� I I a FLQQf�,JQ�ST' W1TH A MAX 12°������.rJ" �°�('..�{��j[} W-� � n �p n FLQOR DIAFIiRAC:�[ INSTt�LL h'tIP�Lb1Uh1 2it`3?"T'�'cG ST`l}IZD-i-TLOOR(�4u�)SfIEATHING. GLUE AND Nt1IL ALI. f �c>,
<br /> FROM EACH END.WASHER TO FLC?QR 7Q TQP I N R MAX 2 A M1N 3.5
<br /> '� I-I I I-I I I I I - ���!������� � P�fi p'�� PROM EACH�NE�.WASNER TO SUPI?4R`CED�DGES A\D E30UNI�AIitES WITH lOd r�T b"O.C.;ANI�IN7ERtf1K SUPPQRTS��'fT}I IOd AT�2"�.C.>f3LUCKINE; � o• ..r �
<br /> .
<br /> B�3X3X 1/4"MIN. #4 VEFiTICAL AT 48" 14"1NTC7 S1'EM PLATE GUhJNEGTIc�N FROM�ACH E�ID.WASFiER TO Q��`���_P)�`�C.n ���� �t 3t3 (�
<br /> � � � �_� � �_): . � ��� I �- � C►C.EXTENp 14° ��3�3X 1/4 MiN' WALL AhJ[}3'IN7C7 PER SUV SCHEDUL� BE 3X3X V4"MIN. Nor R�t�UtRsp. 4 . tl �� .' ` ,f- ,
<br /> B E A M P E R P I A N 5 I 4 X 4 C L F.A T S E A C H S I D E F O U T I N G W I T H � �`��'���"!� �'' r ���'�
<br /> �1ISCELL�VECIUS TFfI;C(?N"LILACTUR SFIALL VCRFFS`�Ii�tENSiONS tL'4D CONUITIONS AT JOf3 Sl"1'E: THE CONTRr'�C"COK
<br /> I=I I I=I I I � I I-I I I Ii�TO STEM WALL UPS'CATE ENGINEERING �,
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