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3 q 5 <br /> 6 7 $ <br /> t Z - <br /> ,���� � - � <br /> � �� <br /> LEGAL NOTE <br /> -- <br /> THIS DRAWING IS CONFIDENTIAL AND PROPRIEfARY , <br /> 2'-O"MAX. , I INFORMATION OF THE ENTITY INDENTIFIED HEREON AND/OR HNI <br /> � - -- - --"" -� ; TECHNOLOGIES,INC. IT iS SUBMITTED SUBIKT TO RETURN UPON <br /> -- ----- ------ -- -- ! � <br /> A , (E)GYP.BD. + ' .-� " #10 SMS 7RACK A` REQUEST AND UPON THE EXPRESS CONDITION THAT THE <br /> TQ TRAGK,TYP WFORMATION CONTAINED HEREIN WILL BE HELD IN CONFIDENCE <br /> i (21 SIMPSON 5DS25134 PER (E}FLOORlROOF i � � �, _ SEE SK-2,SIM. <br /> AND WILL BE USED SOLELY FOR THE BENEFIT OF THE OWNERS. BY <br /> SHEETHING COMPANY'S WRITTEN APPROVAL OF THIS DRAWING,COMPANY <br /> TRACK,PER END(8 TOTAL} ��"� � (2}362T150-54 '; EXPRESSLY ACCEPTS THESE TERMS AND CONDITIONS IN ADDITION <br /> ��, Fti. � TRACK TO SI�AN � TO THE TERMS AND CONDITIONS OF SALE ATTACHED TO THE <br /> �'� 8 (E)FLOQR �f�� A n,��` A TO(E).1CJISTS ; QUOTE FOR THIS PRODUCT,INCLUDING,BUT NOT LIMITED TO,THE <br /> /�_ ___ - � JOIST,TYP. ' �__-1_. /� ----_� , <br /> �� 7YP. � � <br /> _ i � (2}#10 SMS Q � <br /> — --- — <br /> I BRACE PER S-3 EAGH EAGH END, � <br /> (E)GYP.BD. ,�\�`-{..• � FLANGE OFFSET EACH TRACK. <br /> , 1 oR SHEATHING t � ��' � + ; �2}s�nn�soN DRAWING APPROVAL <br /> DISTANCE MAY BE (�}JOIST A$OVE SDS25134 @ THE PRODUCTS WILL BE MANUFACTURERED TO THESE HOLD TO <br /> � "'��' ( _ WCREASED TO 1 314" EACH END,TYP. D�MENSIONS,AND COMPANY EXPRESSLY DISCLAIMS ANY AND ALL <br /> _ . �; - . MA?C. IF BRACE � <br /> 7 � °a� ,f` ' #10 SMS TRACK SECTIflN UPSIZEp TQ — �-}. }. — \ <br /> �rP{ A �"� / ---- R Td TRACK TYP. 362S125-43 "'-"" "�``W"` LI�IL P ROVED ND FOR ANY COSTS OR DELAYS CAUSED BY . <br /> FLANGE OFFSET - %f, J {� �-� (2}3fi�T15Q-54 �_ . - NOTCH FLANGE <br /> , 3t4" TRACK TO SPAN : 354T150-54 CENTERED - '� ? AND BENd WEB. APPROVED AS NOTED <br /> , DISTANCE MAY BE 3J4" MIN. �c+> g � <br /> INCREASED TO 1 3/4" Mp}(. 70(E}JOISTS BELOW(E)JOISTS � .,k_ <br /> MAX. IF BRACE + �-a{ � � <br /> SECTION UPSIZED TO BRACE NOTCH FLANGfS AT FOLD. i (' � <br /> PER S-3 NOTCH FL.ANGES AT FOLQ. � � j � REVISE AND RESUBMIT <br /> 362S125-43 DO NOT OVERCUT. i <br /> I <br /> DC}NOT QVERCUT. cQ ; APPROVED BY: <br /> - z , � � <br /> AITERNATE . � i �__ � 3"TYP. N � <br /> ' BRACE - - -- 3l4.' <br /> ' ORIENTATION �' '� 1 ! (2)#10 SMS,SRACE TO �� �^T�jP_ COMPANY: <br /> ' EA.TRACK(4 TOTAL). M�� <br /> �-,,. .$. _ ✓/'.! <br /> DATE: <br /> �7F -� I — +� �� _— � . <br /> -- f EQ _ �__EQ �, <br /> (2)#10 SMS,BRACE TO �'t 3!4" � 18 MIN. <br /> EA TRACK(4 TQTAL). MIN. � B <br /> B ' SEGTl4N A-A I SECTION A-A <br /> ' NOTES I ' <br /> 1. SEE S-1 FOR GEN�RAL NOTES. ' <br /> 2. THIS DETAII DEPIGTS A SPECIFIC BUILDING CONSTRUCTION TYPE.IT IS THE <br /> RESPONSIBILITY OF THE USER Td VERIFY THE ARPLICABIUTY AND SUtTA6lLITY � <br /> OF THE DETAIL FOR USE WITH THE USER'S SPECIFIC BUILDING.THE bETA1L i <br /> ASSUMES THAT THERE ARE NO APPLICABLE DEFECTS aR DEFICIENCIES WITH � <br /> ' THE BUILDING.THE USER tS FURTHER RESPQNSBLE T(7 CONSULT�NITH A <br /> ' QUALIFIED PROFESSfONA�tREGISTEREQ PR�FESSIONAL ENGINEERj TO ASSESS � <br /> THE IMPACT OF PARTITIQN ANCHORAGE TO THE BUILDING STRUCTURE AND TO ; <br /> ESTABLISH COMPUANCE WITH 7HE APPLICABLE CURRENT BUILDING CC�DE ' <br /> I <br /> __ �F.,�,r . __ ._�--__ <br /> /,Degenkolb F�'-5'EFLBEy�N�FRA E� ASS'�'JG I ALtS7EEL8EVn��FRAMEJriASSANC <br /> 5� Ii��ANEI P k'=T ?�:� � ���gen���b ... � Si�LIDPANFIPART�TrpryS <br /> i� �. ' T�F OF 5�cr.t,E C:�1taIJC�. I��?N T_.J`�.�IST3 �� i TOP OF 3RACE G4NNEGTIOfV TO{E)CEiL�N�_ . <br /> . �:RaCNJ J_AR T EfRp.CE�:I IR`;U:a�V S �� � .. � � Jf?IST5 PARA��LEL 7Q BRAG� . <br /> S'1F If7fl;; � � � ���� ; � 7 <br /> _..._ . -- - � � l <br /> � ,� . �' :�Zi)?2Dii ..__ _..-�— --_ ..._. : . =�,au• I �� = CliU?^Jl-T - . <br /> :'_.:_. . . 535?'90100 � <br /> � <br /> � <br /> � <br /> � � O . <br /> � � <br /> .� � � <br /> � � <br /> V� `� = <br /> � <br /> � � <br /> � � � <br /> � o <br /> •— Q m <br /> � � <br /> V �' <br /> � <br /> � <br /> � <br /> . . <br /> D <br /> D <br /> • • <br /> E <br /> � E , <br /> DIMENSION NOTE <br /> ALL VERTICAL AND HORIZONTAL PLANES ALLSTEEL IS ATTACHING <br /> TO SHOULD BE AS PLUMB AND TRUE AS POSSIBLE.ALLSTEEL <br /> ARCHITECTURAL PRODUCT HEIGHT ADJUSTMENTS INCLUDE: <br /> +/-3/4"FOR BEYOND FRAMELESS,FRAMED,SOLID <br /> +/-1/4"FOR BEYOND FRAMELESS LOW PROFILE <br /> +/-1/4"FOR ASPECT <br /> DIMENSION NOTE <br /> DIMENSIONS ARE TO CENTERLINE OF BEYOND WALL AND TO FACE <br /> NO REVIAON DESCRIPTION DATE <br /> . — . <br /> 1 SHOP DRAWINGS 10/19/2018 <br /> PROJECT NO AP091318E <br /> F DATE 10/18/2018 <br /> F <br /> DRAWN BY LP/BF <br /> SCALE As Indicated <br /> . . <br /> SEISMIC DETAILS <br /> W306 <br /> 6 � $ <br /> 1 Z <br /> 3 4 5 <br />