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� _ __ ___�.� _..._�.______--�-r <br /> T__ � <br /> � __ _ _ _.�.-_ ______.___�m _____._.�.��_�_._ <br /> �B�RE�I��TI �� � � S�E�� Af� I�ISPE�TI�� �, TEST�� � a� � �T�U �T�JF�A� �8�E�1/A�14�1 S��ED�J�E ����� ������� NAi��� ������� �� ���� �� ��� �A� ����. � <br /> - �� E� � � � �.�� � <br /> ____ . ___.__ _ _ - WA�� TYPE LEVFL PLATE SlZ� STUD SEZE AND SPACENG � <br /> & AND I�f. fNCNE(�} c� <br /> .� AT f�VFC�. INFORMA710N ��SPECTIO� ITE�IS �C��TI��Q�S PERIdDIC TESTI�� �O�1�MENT� �X7ERIOR C�NNECTit�N FASTENI�G � <br /> ' FEET{�QOT} INT, lNTERIOR GROU�ID-MAIN 2 X 6 2X6 C� 16"O:G. 1. JOIST TO 5lLL OR GIRDER �3} 0.131" X 2.5" T�E�IAILS ' c�s� <br /> " INCFi {IIVCHES} SC}IL & FC}UNDATIONS {IB� 1704.7} MAIN-UPPER 2 X 6 2X6 C� 16"O.C. 2. BRiDGING TO JOIST (3} 0,131" X 2,5" TOENAI�S �'A. END 4-A <br /> ;� P{}U�(D{S), NUMBER JST. JOIST UPPER-ROOF 2 X 6 2X� Q 16"Q.C, �� °, <br /> JT. JO1N1� SITE PREPARATION, EXCAVATION & GRADlNG X GEOTECH 3. 1X6 OR LESS SUBF�R. TO JST. {2) 0.131 X 2,5� FACE NA(L � <br /> �4ua�.�s} �. w���� 1�,�►� �xs su����. �a �s�r. ��} o.��� x z.� �ac� �v��� : �; <br /> f €'E R K KIPS(1Q�0) S U B S U ft F A C� D F 2 A I N A�E G E 0 3 E C H INTERIaR GROUND-MAIN 2 X 4 2X 4 t� 12�O.C, 5. 2" S�lBF€��t�R TE7 JST.fGIftDER (2) 0,148; X 3.25J' BLIND & �kCE NAII. � � � . <br /> � FI�.I� PIACEMENT & COMPACTION � � GEOTECN MA€� UPPER 2 X 4 2X4 � 16 D.C. 6. SOLE P�ATE TO �1ST. Oft BL�tG. {1) 0,148 X 3,25 AT 12 d.C. TYP. FACE NAII, � � � � <br /> ,�.B. ANGNOR BOLT UPPER-Rt7�F 2 X 4 2X4 C� 96 4.G �� ,� „ „ }3 „ <br /> �BV. AI30VE LAT. �ATERAL F1FLD VERIFICATlf�N OF BEARING CAPACI7Y `� GE(}TECH <br /> AT BRACED WALL PANEL (2� 0.148 X 3.25 AT 12 O.C. F�ACE NAI� � 'n � <br /> ADD. ADDITIONAI. �-B. Pfl�ND�S� 7. TOP P�.ATE TQ STUD (2} 0.148" X 3.25" Q.C. END NAIL <br /> PARTY 8. 51'UD TO SOLE P�Al'c 4 0.131" X 2.�" TOENAfL �`� � <br /> a��. ao��c��� �...�. �ac e��.��s} c�au�o-�aE� z x � �a. �r��� zx� � �s"a.c. ��cN w��� ( a � <br /> CONCRETE �ONSTRUC`I�4N IBC 1704.$ I�C TABLE 1704.4 {D�L WAI.L} MAIN-UPPER 2 X 4 EA. WA�L 2X4 C� 16"Q.C. EA�N WALL {Qf�1 (2} �.]48" X 3.25" C}.C. END NAIL � o <br /> ALU�i. ALUMINUM LG. LONG{ETUDINA�} � � , � . , <br /> Al.T. ALTERNATE E�GTN, LENGTN RcfNFORCEF�ENT � 11PPER-ROOF 2 X 4 EA. WALE. 2X4 C�? 16"�.C. EACN WAL� 9. D�UB�E S(�U�S {2) 0.148" X 3.25" t1T 92" �.C. FACE NACL. r� ;°; � <br /> �PPRX. APPROXEMATE(LY) LGMF LIGHT �AUGE METAL FRA�I�� 10.DOUBLE TOP PLATES {1) 0.148" X 3,25,, AT 12" Q.C� TYP. FACE NAIL �.- � �? <br /> ARCN. ARCHITECT(URAL) ��-H �.ON� �EG HQRIZC}NTA� _ ; DOUBLE TOP P�AT� �AP SPLICE (20} 4.148" X 3.25" FACE NAILS <br /> � � cfl <br /> � ASSY ASSE�v1B�Y LLV LONG LcG VERTICAL BEARING WA�L NOTES 11,JOISTf RAFTER BLK�. TU P�.ATE (3} 0.148 X 3.25" TdENAi�S � �; � <br /> � 1. SEE SHEARWAL� SCNEDU�E SFfEET S1.2 FOft WA�� SNEATNING, ADDITIONAL P�ATE AND STUD <br /> B. B�JTT�M C�SN �ONG S!�TTED HOL�(S) � 12.RIM JOIST TO TOP PLATE {1} 0.148 X 3,25" AT 12" O.C. TOENt11L •- `' <br /> RE.4l11REMENTS BL4CKING A�ID PLATE NAILING. SEE 06100 "ROt1GN FRA��11N�' STRUCTlJRAI NOTES 93�TQP PL.ATE LAP INTERSECTI4NS {2} fl,148 X 3,25 FACE NAlL � -� <br /> ; €3E�. BELOW LT. WT, LIG!-ET WEIG�I1' f ' " _, `�' � <br /> BEN Bt�UN�ARY EDGE NAI�ING �-.W. LIGHT WEIGHT ANCNQR BOLTS & HOLDOWi�iS � SI�EET 51.0 FOR SPECIES AND GR�1�E OF WALL PLATES AND STUDS. P�EASE vOTE TNAT SOME 94.DOUB�E 2X JOlST/HEADER 1 �.148" }( 3.25" AT 12" FACE NAIL EA. EDGE � `� ,�-. <br /> � F3.F. BRACED FRAME SHEARWA�I TYPES REQUIRE A DOUBLE ftIM JOIST FOR THE PLATE NAILING. � � �' • <br /> �LDG. BUILD3NG MAS. MASC?NRY EM�EDDED ITEMS � 15.CElLING J(71STS TO PLATE {3} 0.131" X 2.5" TOFNAfL � �``� <br /> �LK. 8�.�}CK MASN. �ASONRY PREPARATION OF T�ST SPECIM�NS 2. S�CURE SIL.L PLATES TQ CONCRETE NlITH 5 f 8" DIA. ANCHOR BpLTS N11TH 7" EMBEd, AT 48" ON CENTER 1�.CQNTINUOUS HEADER TO STUD �4} 0.131" X 2.5" Tt�Ei�RIt�S � Q a ' <br /> �L�CG. S�.00KING MAT. MAT�RIA� TYPICA� U�I�ESS NOTED 07N�RWISE. REFER TO SHEARWA�� A�lD NOLDOWN SCNEDULE FOR ADDI1�€Q�AL 17.CE�G. JST. lAP AT F'ARTITIONS (3} �.14�" X 3.25" FACE NAI� � � � <br /> BI._W. BE�OW MAX. MAXIMUM CONCftE7E PLACEMENT ANCHOR BO�.T REQUiREMENTS. WHERE PRESERVATIVE TREATED WOQD IS USED, �EFER TO TNAT SECTION 18.GLG. JST. TO PARALLEL RAFTER {3) 0.148" X 3.25" FACE NAI�. �`' � 4� � <br /> BM. BEAM M.B. t�ACNINE BOLT FOR CORROSION PROTECTIOiV REQUkREMENTS FaR CONN�.CTQRS. 19.RAFTER Tfl PLATE {3) 0.131° X 2.5" TO��lAIL r � � � � <br /> BMU �RICK MA50NftY �JNIT MBM �NETAL BUfLDING MANkJFACTURER 2Q.lX BRACE TO EA. STUQ & PLATE (2} Q.131" X 2.5" FAGE �AI� �- c� cfl <br /> BN B�UNDARY NAfLING MECN. MECHANICAL 3. S�E DETAE�. 5fS9.0 FOR TOP PLATE SPLICE. PROVIDE ADDIi1�NA� CONNECTQRS AT SHEARWA�LS AS 21.1X8 OR �ESS SNTG, TO EA. SRG, (2} 0.131" X 2.5" FACE NAEL � c� � � <br /> E3NDRY. BOUNDARY M.E.J. MASONRY �XPANSION JOINT STEEI� CONSTRUCTI�� {IBC 170�.3} 1BC TABLE 17t}4.3 l�DICATED ON THE PLANS. 22.NrIDER THAN 1X8 SHTG. 3�0 BRG. {3} Q131" X 2.5" FACE NAEL <br /> B.C?. BC�TTOM OF MEZZ. M�ZZA€�INE x � � <br /> B.O�E. B4TTOM flF EXCAVATION MFR. MANUFACTURER 23.8�11�T-UP C9RNEt� STUDS (2} 0.1��" X 325" AT 12" O.C. FACE NAIt ` $x�, " �'� �� ����`�� , <br /> _ 4. SEE DETAIL 5f51.1 F(�R NQTCNlNG Aj�D B�OCKING LlMITS. 24.BUI�T-UF' GEftDERS AND BEAMS (1) 0.148" X 3,25" AT 12" EA. EDGE STAGG�RE� � �` �-- `4 t��' ` ' � <br /> � B.O.F. BOTTOM OF FUOTING MIN. MINIMUM WE�DIN� (IBC 17 04.3,1 & A W S D 1.1} �lQTE 4. '�'�# �� ; r � �4 t���'Y� _���� <br /> E3ROG. BRIDGE ING M l S C. M I S C E I.I�A N E O U S 5. SEE DETAIL. 6 S1.1 F�r� �UNDLED STl1D5 AND SQUASN BLOCKS. ,��� '' `�._.� � �� {�`f� <br /> �<,�. �,��� �.�,�� <br /> � STAIR RND RAI(�IN� f $� � t ���,� � ��� . <br /> � BRG. BEA�ING MT�. META� � �;� �`�s ��,� � <br /> BTM. B�TTOM � ) X <br /> � �. y� ,� <br /> RE�NFO€2ClNG STEE� AN1S D1.4 N(7TE 6 <br /> � BTWN, BETWEEN N�L.B. NON-�OA�J BEARIP�G - � �E��� IVG ����� � I ��V ���� E11�1�� � � �A�TE� I ��� �LiNELl���C �'k. w��`��. . ;..:,.��� �::..`....��`.��: �,< � <br /> � ��I �_�� <br /> t C CA�IBER N0. NUM��R E�498EDDED PLATE � <br /> N.S. NEAR SIDE ------ _. _.._ ____ <br /> _�. _ _ � _�.� ____- _�. __-__._ <br /> CAME�. C;A��iB�R�EO} `� <br /> CANT. CAN7ILEVER�ED} N.T.S. NOT TO SCALE <br /> � <br /> ' . S �'I� � <br /> CF CUBIC FOQT N,W.C.EVQRM/�L V'VEEGHT Ct�NCRETc ANCH�R{NG SYSTEI�S � > <br /> Nt}. OF Bl7N��ED STUDS �,~'�'�� � <br /> C,I.P. CAST IN PLACE ADNESIV� ANCHOftS � PER MFR. �lQLE DEA.�2/5d PER PLA€� ,.� ^� ����a ' <br /> C.J. CONSTRCJ�TION JOINT Q.C. 0�1 C�NT�R SINGL.E STUD <br /> �L CEN�ER LlNE O.D. QUTSIDE �}IAMETER # MECHANfCAL ANCNQRS `� PER MFR. � d H�1LE E�GE <br /> (2) 0.162" DIA. X 3 1 f2" AT 12" O.C. � � ;' . �, ,��� <br /> � DISi�ANC�>5 j8" i I� <br /> O.F. OUTSIDE FAGE � HOL� EDG� TYPIGAL � �.- <br /> C�G. CFI�ING F'04'dDER ACiUATED FASTENERS }( PER MFR. � NOTCN „ �, � � <br /> � CLR. CLEAR O.H. OPPOSITE HAl�[� � DEPTM<1/4d �'`� DISTANCE>5/8 £ ����� �1 <br /> OPNG. OPENING � ?�,��' � <br /> CQL. COLU�4N � SI�EGLE STUD <br /> CONC. CONCRET� OP#�. oPPO�IT� WOOD CONSTRUCTI0�1 (IBC 17(74.6 & 1707.3} ,�' � � ' � <br /> C� INTERIOR � , � ��,� �� <br /> CON�1. CONNECTION OR�1T. ORIENTATE{ION} _ c� QNLY <br /> GONST. CQ�ISTRUGTIQN OS�3 f�RIENT�D STRA�ID BOARD SILL PLAT� ANCNOR BOLTS X � 2X JOlSTS F'ER P�AN �.___ <br /> CONT. C�NTINUOS �.W.�, C7�Eh� WE� JQIST FLOOR AND �DGE DIAPNRAGM Nt11�ING '�- -S��D � � <br /> � CTSK. COUNT�R�INK � � F{�LE DIA.<2 f 5�f � �__ _- - . <br /> PAR. PARALLEL � iS8 SNEAR PANELS X � P�ATE DOUB�E S7UD � � � . <br /> CTR. CENTER(ED} E-� ~�.. �- c� <br /> CY �UBIC YARD P f G PRECAST SHEAi2 WA�L NAILIi�G '� d � a� <br /> PEN PANEL EDGE NAIL �"�"'�`----------_ ` '� ``� � � <br /> d PENNY(�lACLS) PERP. PERr�ENDI�ULAR DC�AG STftIJT _ _ X _ � ca � r-- , <br /> PL.. PLATE: HQLDOWNS _ }{ � 2X SQtJASN BLOCK <br /> D3 [?ROPPED BEA�1 PE� P�OPERTY LINE � NAIL 'Nf {2} 0,162" D(A, X ! � � <br /> �BA DEFOR�fED BAR AIVCHORS � <br /> t�BL, DOU81�� P�N Pi�AN � 3 1 f 2" t� 8" Q,C. STAGGERED � � <br /> DCW QEMAND CRITI�A�. WELD PL.�fBG. P�UMBING � STRUCTI�RAL QBSERVATION (IBC 170�} <br /> PLYV�I�. PLYGVO£}�} �, <br /> DEPT, DEF'ARTP,�ENT CONCRETE CONSTRUCTION NOT REQU[r�ED <br /> DE7, DETA#€� PSF Pt�UNDS PER SQUARE FOQT a <br /> DF �70UG��,S FER PSI POt1NDS PcR SQ�JARE INCH WOOD CONSTRUCTION N01� REQUIR�D __ WALL PER B�AR1�iG � ;� - <br /> DIA. D�AMETER �'•�• PR�SERVATIVE TREAT�D <br /> DIAG. DEAGONAL P1� POST TE�3SIflN{EDj I�SPECTl01� S�HEDULE NQTES: SCA�E: NONE J4 1'-� r �dALL �CHEDULE z <br /> ' SCA�E: 3 '> _ '� � o <br /> �--� <br /> DIAPH. DIAPNRAGM , „ ��-1`� ' ���L1 �IJT����L� CIC�� ��1l���� ���� I � �_��� TY��If�� ���.11.�C\1�� �� L?����EL1 ����� � � : <br /> DIM. DIM�NSIC7N QTY. QUANTfTY 1. lTEMS MARKE� WITH AND 'X SHALL BE INSPE�TED IN ACCORDA�lCE W(TH {BC 17fl0 �Y A CERTI�IED SPEC}AL INSPE�TOR FRQM AN AGENCY APPRQVED BY TNE � ? � <br /> DI�. �C}WN JURlSaICTION. _ _ _ _� � __ _ _ __�_ � <br /> D.O. DITTO(REP�AT) �AD. EikDiUS 2. SPEGlAL, INSPECTI{l� SNR�L NOT BE REQUIRED Ft�R WQRit IN A�i APPRflVED FABR[GA�OR'S PR�MI��S PER fBC 1704.2,5.2. VERiFY APPRC�VAL WITH JlJRISDICTfQN � � <br /> DP. D�EP PRIt�R TO FABRIGATION. � � � <br /> D.S. DRAG STRUT RE: REF`ERENCE F-- � <br /> REF. REFERENCE 3. CONI1NU{}U5 SPECIAL INSPECT30N REQUIRES TNE #NSPECTOR SNA�� BE ONS�TE AT A[�L TlMES THAT WORK �EQUlRING SPECIA�. INSPECTIC�N iS PERF4RMED. PERIODIC <br /> D�lG. DRAWENG�S} SPECIA� INSPECTfC}N SNA�L ALLOW INSPECTIQN AT THE #NT�RVALS NECESSARY TC} CONFORM T�IAT WORK REQUERING SP�CIAL [NSPEC�FIQN IS IN COMPLEA�lCE WITH � � <br /> �WL. DCIWEL(S) REIN�. REINFORCEMENT�ING} THE REQ�JIREMENTS. � <br /> REQ, ftEQIJIRED 4. ALL V`,�LDS SN�LI �E VIStIAL�Y fNSPECTED. <br /> R.F. RIGID FRAME � � � <br /> {E} EX15TI�IG 5. PERIODIC SPcCIA� INSPECTIONS NR�C. BE ALLQWED FOft SHOP WELDlNG OF ASTM A706 REINFORCEMENT ND. 5 {�R SMALLER USED F{�R EMBEDDED 11'EMS, PROVIDED cr �. <br /> ft.0. ROUGN {}PENING w <br /> EA. EACH TNAT. TNE MATERIALS AND THE QUALiFICATIONS OF WELDING PROCEDURE5 AND '�lELDERS ARE V�RIFIED PRIOR T(} TNE START 0� 1NORK, THAT PERIODIC a. <br /> E.E. EACH END R.S. FQl1GH SAWN INSPECTIONS ARE MADE OF WORK IN PROGRESS, AND THAI� A V#SI�RI. fNSP�C�ION �F Ak.� W�LDS IS N1ADE PRIOR TO 5�-{EPMENT OF SHQP WELD�D ITEMS. � . <br /> � <br /> E.F, EACFI FACE 6. TNE SP�CiAL II�SPECTOR SNALL PROVIDE THE BUILDING OFF1ClAL, OWNER, ARCNITFCT, ENGINEER QF RECOR[}, AND C{7NTftACTOR WI��4 COPIES QF ALL REPORTS AND ' <br /> SCN. SCHEDIJ�.E ° � � � <br /> E.J, EX('ANSI0�1 Jt}Ii�T 5CL STRUGTURAL �O?v�PQSITE WOC}D TEST RESULTS {IBC 1704.24) 3 X NOLE DIA. �SIN. 3 X NOLE DIA. �1EN. 3 X HOLE OIA. �rtlN. �� <br /> E�, ��.�v��r�a� sc���. sc��a��� _ <br /> EL�V. E�EVATOft <br /> EMBD. EMBED(MCNT 3 � <br /> SNT. SHEET .� � <br /> � SIM. SIMILAR � <br /> EN EDGE NAIt� S.J. SNRI�JKAGE CONTRO� JOINT _ \. � <br /> �NG. ENGIN�ER SK'�1. SKEW{ED) i � � � C� C� C� � � �} -a � <br /> EQPT. EQU PMENT S.O.G. SI AB ON GRAD� � '� � <br /> EW. EACN WAY <br /> SPC. SPAC�(S} (iNG} � � � <br /> EXP. EXPANSION SPEC. SPFCIFlCP,�14N(S) � <br /> EXST. EX1S71NG 5Q. SQUAR� `� RIM JOIST HEAD-OUT F(}R � <br /> ci�' P�.UMBING, MECH., � <br /> EXT. �XTERIOR STD. STANDARD � �_ �� �TC. 1 1/2`" DIA. MAX. � <br /> STGR, STAGG�R �- �'1 <br /> FA�. F�ASRIGATlON STIFF. STIFFENEF�{S} � � _ _ �_ ._ _ � d j3 1�AK. Nt7�.E SIZE TNIS ZONE �� � . <br /> F� ��.us� ���� sr�R. s����u�(s) <br /> FDN. FOUNDATIaN ST�� STEEL � ( � . <br /> � F.F. FINISN F�OOR S7Rl1C. STRlJCT�JRAL j o � � ( 2x10 � y,�` <br /> �i�v. �a�visM(�o� s r�ucT. s��uc�ru��� � � i � <br /> � <br /> FI.G. F�ANGE SkJSP. SU�PENDED(TION) � <br /> Ft_R. F�C}Oft SYM�4. �Y�IMETRICAL <br /> � � � 1�210 NAI��Eft (� � ' <br /> FfV FI�[_I� �FACE) NAIL <br /> F,O. FINISNED OPFN€NG T. TOP � EA. END � <br /> F,O.C. FACE (�F CONCRETE T.&B. TOr AND �OTTOM I I 3�4„ = 1,_0" �j <br /> �r�c��. ����o�a�� ► I � � � <br /> F.�.�1. FAC� OF MAS4�IRY , �` <br /> F�.C?.S. FACE OF STl1D T,&G. T�NGUE AND GROOVE I I -�J210 HANGER ! ��� ����� ������j ���I�� �J <br /> F.4.W. FACE OF WALL TNK. THICK{NESS) ' <br /> THRD. THRGADED - --_ _A - - --�_ _ _ ____ _ ____.._ _ _ _ _ ! ---2xlQ JOIST PER PLAN _ __ __ _- -- __�_-- _- - � <br /> F#�M. FRAh,�E�I�lG} . <br /> F.S. FAR SIDE TN TOE NAIL � � �16" O.C, U.N.O. PER <br /> FEET FOOT 1�.�.5. TOP QF SHEATNING�S�AB) PLAN� �� C� <br /> FT. � � � � <br /> FRTW FkRE RETARDANT TREATED W04D T.O.W. TC7P OF WALL , z , <br /> FTG. FOOTING TRANSV. �RANSVER�E � � I � 2x10 t <br /> T.O.S 1�OP C}F S �EL �-. . ,'� <br /> GA. �AUGE TYP. TY�iCA�. � I I <br /> GALV. GAl_VANIZF{D) I 1 -4 1 -4 I � FOR JOIST SPANS UP TO � , <br /> GB. GRAD� BEAM �1.N.0. 11NLE�S NOTED OTHERWISE � , ,> � <br /> GL8 G�.E�� LAMINA��ED B�AM �1S UNDERSID� � 11 -0 , A SlhlGLE JOiST <br /> GRD, GRADE V. VERTICAL i i �1AY BE HEAD QFF TO � � <br /> GWB GYPSUP� �IA��BOARD AOJACENT SING�E JOIST� � <br /> GYP. GY�CRETE VERT. VERTI�AL I I � � � <br /> VIF VERI�Y IN FIE�D , <br /> H. Ft(�ftIZE7NTA� � � � FOR J01ST SPANS E ""�y b.I� . <br /> ND F�OI.pOWN W. WIDE�WIDTH) � BETWEEN 11' 0„ ANd � �+ <br /> N.D.G. HC7T DIPPEQ GRLVANIZED Wj WfTN � � 16 0 ADD ADDITIONAL � � .�; <br /> NDft. HEADER W/0 WITHOUi � 2xi0 J015T ADJACENT TO t � � � <br /> Mc�. �A�Ge� wo. wo�� ! I I M��o c�€��r. � <br /> NORZ. HOREZO�}TAL W.N.S. WELDED NEAD�:D STIJOS I �,�,-�',. <br /> NORI�. FfO�I�ONTAI. W.('. WaRK POINT ( I € � � „ <br /> H� �-��a��� w.s, w����a s�rua , ¢ � � � ►�o�: �ats�r ���o -ou� � � . <br /> H.S,B. HIGH STRENGTFI B�LT WT. V�JEI��fT a � � � 15 FOR �JN UNIFORMLY � � <br /> HT. �3EIGHT W.W.F. WELDED WIRE FABRlG � L�AUED Ft�C}flR JO(STS � , <br /> � � _ ._.�. � _--_ -- - �- - �-' ONLY -� � � <br /> I,D. INSfDE DIAMETEft X-STG EXTRA STRQNG � �� _ _._ � __ -. _.. .� _ � �� � �I� <br /> I.E. INV�RT Et�EVATlC}N XX-STC DQUB�E EXTRA STROl�G � I I � 1 4 _ <br /> � €,F. INSEDE FAC� � _ _ _ '• ( <br /> YD YARD � � <br /> PLAN - �IOIST �IEAa-OlJ7 � . <br /> Y SCA�E: 3��-" - 1'_0" � <br /> i <br /> ��� 1 � J�IS� NEAD-Q�l DETAI�.� � ��� f ' <br /> - - _ _��__�___ � <br />