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<br /> S-3 TYP.
<br /> STRIICTURAL GENERAL NOTES FOR ALLSTEEL BEYOND FRAMED GLASS PANEL BRACING: � � EDGE OF SLAB ! -- S-5 S-6 S-7 5-15�16 S-17 � _. L AL N TE
<br /> � 5-14 AT OBSTRUCTION EG O
<br /> � " ` � ' , ' ' � �' � -" ' °I C NC S REW ANCHO THIS DRAWING IS CONFIDENTIAL AND PROPRIETARY '
<br /> � - - '- -�� � ' � ' ' f �` - DIAGONAL BRACE -- � ' INFORMATION OF THE ENTITY INDENTIFIED HEREON AND/OR HNI
<br /> I. GENERAL ; O C R
<br /> 1 DETERMINE EXISTING BUtLDING CQNDITIONS AND VERfFY THE APPUCABILITY ANQ DIAGONAL BRACE --- � - - ' I , � PER S-1
<br /> TECHNOIOGIES,INC. IT IS SUBMITTED SUBJECT TO RETURN UPON
<br /> PER 5-3.5EE N�TE 2 � DIAGONAL BRACE. - � ' ' ` � I
<br /> SUITABIUTY OF THE DETAILS CONTAINED HEREIN F�R USE IN THE PRQPOSED FOR SPAClNG � � ' �LANGE OFFSET SEE GONG ANCNQR i E1 CONC.SLAB A REQUEST AND UPON THE EXPRESS CONDITION THATTHE
<br /> A INSTALLATION. REQUIREMENTS � ' SSMA 3625125-33(Lmax=6'�") (E)GONG.SLA6, I I ICGESR FOR MIN.OfM �
<br /> ' TI F ' ' ' �? ' ; �R SSMA 3625162-33(Lmax= FILL ON Iv1ETAL DECK, DISTANCE MRY 8E OV ETAL DECK � pANY
<br /> ER M WFORMATION CONTAWED HEREIN WILL BE HELD W CONFIDENCE
<br /> , 2 RETAIN A QUALIFIED PROFESSI(7NAL�OR STRUCTURAL OBSERVA QN OR ; : S�E NDTE 2 I 10'-0" � BARE METAL DECK ' - ,
<br /> � --- -- -__ _. _ _ �- � ) i� INCREASED TO
<br /> ' CONFORMANCE OF MATERiALS AM1iD WORKMANSHIP WITH THESE DOCUMENTS ANd ' a,ND w1��BE uSED SO�E�Y FOR THE BENEFIr OF THE owNERs BY
<br /> � , _ _ ____� �, �__� � OR WdOD JOIST - - - t + + f � v � � SECTIt�NIUPSIZED �_� COMPANY'S WRITTEN APPROVAL OF THIS DRAWING COM
<br /> THE APPUCABLE CODE AS DEFlNEd BY THE LOCAL GOVERNkNG AUTHOR[TY. � , I , ION
<br /> F o, FLOaRlCEIUNG + + -; - ��� TO THE TL RMS AND CONDITIONS OF SALEOATDTACOHED O TDDIT
<br /> ' 3 DRAWINGS INDICATE GENERAL AND TYpICAL QETAILS�F CONSTRUCTION. 1tVHERE �, I I �� �` i � � -���� � - _ QUO7E FORrHIs PRO�uCT, Cw�iN , Ur NO7 uMITE�T , HE
<br /> _r _�__.._-�,____�.. _ -- TO 362S725-43 I
<br /> , CONDITIONS ARE NOT SPECIFICALLY INDIGATED BUT ARE OF SIMIIAR CHARACTER ; TOP TRACK i �` SUSPENDED CEILING � r • � , IN G B O T
<br /> TO DETAILS SHOWN, USE SIMIIAR QETAIIS OF CfJNSTRUGTtON, SUBJECT TO SPLICE ! � SRACE MAY BE LOCATED ' -�
<br /> _OR W09D JOIST CEILtNG CEiLING CHANNEL TRIM BRACE , i
<br /> ' 18"-24" ' ON EITHER SIDE 4F - � TO AVO1D ROOF ,����.,' t
<br /> REVIEW BY A QUALIFIED PROFESSIONAL. I ; PANEL. � S-4 S-8 S-11 S-1 (4)#10 SMS SCREWS PLAN q � CONFLICT,AS �•Q' � , � ; -"
<br /> � � �24"MAX.BETWEEN � � 3/4„
<br /> ; BRACE 8 END OF i � i REQ'D \
<br /> ' ! � FIANGE OFFSET DISTANCE MAY BE --- ,r r � DRAWING APPROVAL
<br /> Y PARTtT�OtV RUN , : ' "
<br /> 4 THE CONTRACTOR IS SOLELY H� 5 O ETIY�UF PER5QN5iAND ADJACEN PROP RT '' ' i � INCREASED TO 1 3/4"MAX_IF BRACE ---- ALTERNATE BRACE " �� ,% M� THE PRODUCTS wi��BE MANUFACTURERED TO THESE HOLD 70
<br /> WORK AND MEETING THE REQUIREMENTS OF AlL APPLICABLE JURISDICTIONS I �
<br /> EXECUTE WORK TO ENSl1RE T E i i
<br /> AGAINST DAMAGE BY FALLING DEBRIS AlVD OTHER HAZARQS IN CONNECTlON WI7H ! ; SECTION UPSIZED TO 362S125-43 � , ORlENTATI�N �rx� � �14 DIMENSIONS,AND COMPANY EXPRESSLY DISCLAIMS ANY AND ALL
<br /> � X ( -.{_
<br /> THIS WORK. I ; Q , / �.�r MIN. LIABILITY TO BEYOND FOR ANY COSTS OR DELAYS CAUSED BY
<br /> � �.P' ;'�,' � i ` / .
<br /> 5 DESIGN IS BASED ON A N�N-ESSENTIAL SYSTEM DEFlNED BY IBC 2015(1=1.0)AND i � I ALLSTEEL BEYONO + �
<br /> ' CBC 2016 Q=1.0). � Q ''� FRAMED GLASS PANEL. ; "���` '' O '� ; � � � APPROVED
<br /> 6 DESIGN IS BASED ON ap=1.0 and Rp=2.5 PER ASCE7-ia TABLE ti3 5-t � � � � (BEYOND SOLID PANEL SIM.) j 'f� � !
<br /> .- i DIAGONRL BRACE I 5EE CONC.ANGHOR
<br /> 7 DESIGN IS BASED ON Sds52.0. SEE DETAILS FOR BRACING CRITERtA BASED ON Sds_ ; ! � �� /� PER S-3 i i ICGESR FOR MIN. DIM ❑ APPROVED AS NOTED
<br /> 11. MECHANICAL ANCHORS � ; �I i ` �. �__�.____T_ i - BRACE PER S-3 , � REVISE AND RESUBMIT �
<br /> �
<br /> 1 UNLESS NOTED OTHERWISE RNCH�RS SHALL BE.1/4"DfAMETER HILTI KWIK � � ' �
<br /> HUS-EZ CONCRETE SCREW ANCHORS WITH EMBED AS NOTED INSTALLEO IN I I � i � E CONC SLAB, � �y APPROVED BY: •
<br /> % i i 12"M1N.FRON� I � � CEIUNG CHANNEL = oc � - DROPPED NOTES- ,
<br /> ACCORDANCE WITH ICC-ES REPORT ESR-3027 OR 1/4"DIAMETER SIMP50(�! ' EDGE OF SLAB ; FIL�ON NfETAL DECK, � � CEILING ', i 1_ DECK PARALLEL TO BRACE SIMILAR.
<br /> STRONG TIE TITEN HD SCREW ANCHORS WITH EMBED INSTALLED IN ! j i _„ ; ! ' ; i
<br /> ACCORDANCE WITH ICC-ES REPOR7 ESR-2713. SUBSTITUTIC)NS AF2E TO HAVE ' SA-G.,OR OMPANY.
<br /> , , , � WQOD J015T FLOdR , iS-9 S-1 S-1 �
<br /> � ( i � I
<br /> I i :. i � '�»������ '. _ I � .
<br /> CAPACITIES EQUAL TO OR EXCEEDING SPECIFEED PRODUCTS.AND MUST HAVE A � � ' � �---- - TRIM BRACE OR �
<br /> '� �-- .-�- --. I CEILING TO AVOID I ! NOTES:
<br /> CURRENT ICGESR THA7 IS APPROVED FOR i8C 2015 OR GBC 2016 AS � i - , • • � . , , ' � � ,
<br /> ' APPROPRIATE. , , ` � - ., i ' NOTES: SECTION A-A CONFLkCT,A5 REQ'P ; 1. SEE S-5 FOR INFORMATION NOT SHOWN I;
<br /> ,, j NOTES: . , .
<br /> 2 IF CONCRETE REINFORCEMENT IS ENCOUNTERED DURING INSTALLATION,SHIFT i _, ,____L__.�._:_1_...�_.:�.._.._�._�. ' ,
<br /> � 1. SEE S-1 FOR GENERAL NOTES. 2. SEE S-1 �OR GENERA�NOTES. i
<br /> THE LOCATION TO AVOID THE REINFORGEMENT. DO NQT CUT REINFORCEMENT. I 1. SEE S-1 FOR GENERAL NOTES. � NOTES'. �� ' 2. THIS DETAIL DEPICTS A SPECIFIC BUIIDING CONSTRUCTION TYPE ANO IT IS THE , 3. THIS DETAIL DEPICTS A SPECIFIC BUILDWG CONS7RUCTION TYPE AND IT IS THE
<br /> 2. FOR Sds<_1.0 ANU F �Q.48Wp BRAGE AT MAX.6'�"O.C.FOR 5ds 5 2.0 AND B
<br /> B PROVIDE A MINIMUM OF 1 INC
<br /> H OF SQUND CONCRE7E BETWEEN THE FASTENER �'- 1. SEE S-1 FOR GENERAL NOTES. � RESPONSIBILITY OF THE USER TO VERIFY THE APPLIGABILITY AND SUITABILlTY � RESPONSIBILITY OF THE USER TO VERIFY THE APPLICABILITY AND SUITABILlTY
<br /> I Fp s 0 9&Wp BRACE RT MAX.4'-0"O.C.MINIMUM 2 BRACE PER PAF2TITION RUN. Z. TN15 DETAII DEPICTS A SPEGIF€C BUf��tNG CONSTRUCTION TYPE AND IT lS THE
<br /> ANDONED HOLE. FILL THE ABANDONED HOLE WITH NON-SHF2INK OF T'HE D�TfiIL FdR USE WITH THE USER'S SPECI�IC BUILDING-THE DETAlL I flF THE DETAIL FOR USE 1MTH THE USER'S SPEGFIC BUILDING.THE DETAIL
<br /> AND THE AB I
<br /> 3. THIS DETAIL DEPICTS A SPEGIFIC BUILDING CONSTRUCTION TYPE AND IT!S THE RESPONSI@IIiTY OF THE USER TQ VERIFY THE APPLIGRBIUTY AND SUITABILITY
<br /> GROUT. i , ASSUMES THA7 7HERE ARE NO APPLiCABLE OEFECTS OR DEFICIENCIES WITH ASSUMES THAT 7HERE ARE NO APPLICABLE DEFECTS OR DEFICIENGES W�TH
<br /> , ; RESPONSIBILITY OF THE USER TO VERIFY THE APPLiCABIUTY AND SEJlTABILITY OF � OF THE bEYAIL F(7R USE WtTH THE USER'S S�ECIFIG BllILDING.7HE DETAIL TNE BU1LdING.THE USER fS FURTHER RESPC�NSIBLE TO CONSULT WITH A THE BUt�Q1NG.THE USER!S FURTHER RESPONSIBLE TQ CONSULT WITH A �
<br /> ' 3 CONTRACTOR IS TO VERIFY WITH LQCAL GdVERNING AUTHORITY ANY THE DETAIL FOR USE WITH THE USER'S SPECIFIC BUILDWG_7HE DETAIL ASSUMES ! (
<br /> ASSUfNE5 THAT THERE ARE Nb APPLICABLE bEFECTS OR DEFICIENCIES WITH QUAL1FfED PROFESSf�NAL(RE�lSTERED PROFESSIONAL ENGINEER}Tb ASSESS QUALIFIEQ PROFESSfONAL(REGISTERED PROFESSIONAL ENGINEER)T�ASSESS
<br /> ' REQUIREMENTS FOR ANCHDR TESTING IF REQUIRED,ANCHORS WILL BE THA7 THERE ARE NQ APPUCASLE DEFECTS QR DEFICIENGiES WITH THE BUIIDING. 7HE IMPACT OF PARTITI4N ANCHORAGE TO THE BUtLDING S7RUCTUf2E AND TO
<br /> TENSION-(PULL-)TESTED BY OWNER'S TESTING AND INSPECTION AGENCY,TO THE USER IS FUR7HER RESPON5i8LE TO CONSULT WITH A QUALIFiEO '
<br /> THE BUILDING.THE USER IS FURTHER RESPONSIBLE TO CONSULT W1TH A THE IMPACT OF PARTiTION ANCHflRAGE TO THE BUILDING STRUCTURE AND TO
<br /> ' LOADS EQUAL TO THE ICC-ES-PUBLfSHEQ TENSILE CAPACITIES • pF2C}FESSIONAL(R�GISTEf2E[3 PROF�SSIONAL�tVGINEEF2)TO ABS�SS THE fMPACT
<br /> ' t�UAtIFIED PROFESSIONAL(REGISTERED PRdFESSIONAL ENGiNEER)T�ASSESS ESTABLISH COMPLIANCE WiTH THE APPUCABLE CURRENT BUILDING CODE. ESTABUSH COMPLIANCE WITH THE APP�ICABLE CURRENT BUILdiNG CODE. ;
<br /> i
<br /> 4 EXISTING CONCRETE SHALL BE A MINIMUM�F 2500 PSI,UGHTWEIGHT CONCRETE I OF PARTITION ANCHORAGE T�THE BUILDING STRUGTURE AND TO ESTABLlSH � THE IMPACT OF PARTITION ANCHORAG�TO THE BUILDING STRUGTURE AN�TO ' �
<br /> IS PERMITTED. �OMPLIANCE 1,NITH THE APPI.lCABL�CURRENT BUiLDiNG CflDE. ESTABLISH COMPLIANCE WITH THE APPLICABLE CURRENT BUILDING CO�E. � '
<br /> �.F.F , �
<br /> � +h
<br /> � rAL�STEEL BEY4ND FRAPdE�G'IASS ANC � � �%il'�._S?EEL 6EYOND FRAMEO GLASS AN� �� �. . �� AL��_STEEL BEYt�ND FRAPdEU GLASS ANd D� QnkOI� . I A�`S7E�B�E P�nD PP�TDi�SS ANC . , De(��nkO11J - ` ALLSTEEL BEY�SND FRAPAED GlASS ANC
<br /> De enkolb ��7lIQ P4NEL PARTiTtONS �_9 � _- � SOIID PANE'L t'AF2TrTiONS
<br /> �Degenkolb SOLIO PANEL PART�TtrJNS �'�ege����b S�:)LI�PANEL P�2T�Tt4NS ��_g �� � TOP OF 6RRCE C6fvNECTiON TO CONCRETE
<br /> �� � f�. . � ���= � PARTITION SEC7iON . TOP TRACK TO BRACE CONNECTsON i� . FlLl QVER METAL pECK
<br /> -- rENERAL NOTES � . , ?ARTITION ELEUATION ._�o i . � . _ _ _ __. __ __ .
<br /> . � �"� . . .., � _._.._ V��, .. ' �. . � � . 7 �� -- ��-._----- ..__-- ----- ___-- _ _._..- _-.__'- - __ _ . - .- - �--- --.__ ____._ __.... �.
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<br /> - ALLSTEEI FRAMED
<br /> LIFTER RISER AND PANEL. ' ALLSTEEL FRAMED
<br /> ATTAGH TO FLOC7R LIFTER RIS�R AND PANEL
<br /> CHANNEL WITH#8 ATTACH TO FLOOR CHANNEL '_
<br /> SCREWS PER ALLSTEEL- i WI7H#8 SCREWS PER
<br /> ALLSTEEL FRAMED `J� ALLSTEEL. ''; ;
<br /> I �' � FLOOR CHANNEL � � �
<br /> (2)CONC.SCREW ANCHOR = U �: ALLSTEEL FRAMED
<br /> W!1 5/$" EMBED AT EACH - �` (E1 CONC. SLAB OR FLO�ft CNANNEL C
<br /> C FILL ON METAL bECK
<br /> LIFT POINT.SEE S-t �_� (2}1/4"0 LAG '
<br /> �.p 4.y= (LIGHT WEIGHT�R SCREW Tfl BLKG. ;�,O �OI . (�11�R f�)
<br /> ' °-----�-_� N�RMAL WEIGHT) AT EACH LIFT -�� PLYWO�D
<br /> ��_. �,_ POIN7 ��,i SHEATHING
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<br /> NOTES
<br /> NOTES. ` 1. U5E SIPJII�AR DETA�L FpR BASE TRACK PERPENDIGULAR Tp WOOD JQISTS
<br /> 1. SEE S-1 fOR GENERAL NOTES � 2 SEE S-1 FOR GENERAL NOTE5.
<br /> 2. THIS DETAkI DEPICTS A SPECIFIC 6UILDING COt�ISTRUCTlON TYPE ANQ iT�5 THE j 3. THIS DET'Ait DEPlCTS A 5PECIFfC �UILDING CONS7FtUC7lON TYPE ANC�IT IS THE
<br /> RESPONSIBIUTY OF TNE USER TO VERIFY TNE APPLICABILITY AND SUITABILITY RESPC�NS4BIUTY OF THE USER TO VERIFY THE APPLICABILITY AND SUITABILITY
<br /> OF THE DE7AIL FOR USE W[TH THE USER'S SP�CIFIG�UI�dING.TME DETAfL �i Of THE QETAiL FOR USE WITH THE USER'S SPEi:IFtC BUILDING.THE DETAIL p
<br /> ASSUMES THAT THE#2E ARE NO APPLICABLE DEFECTS OR DEFICIENCIES WITH ASSUMES THAT THERE ARE NO APPLIGABLE DEFECTS OR QEFICIENCIES WITN
<br /> D
<br /> THE BUiLDING THE USER IS FURTHER RESPdNSiBLE TO CONSULT WI7H A i THE BUlLQING.THE USER iS FURTHER RESPQNSIBLE Tp C�NSULT W1TH A
<br /> QUAUFIED PROFESSIONAL(REG�STERE�PROFESSIONAL ENGiNEER)T�ASSESS ; QUALIFIED PRO�ESSI�NAL(REGfSTERED PROFE5510NRL ENGWEER)TO ASSESS
<br /> THE INIPACT OF PARTITION RNCHORAGE TO THE BUlIDING STRUCTURE AND TO ' THE IMPACT OF PRRTITIflN ANGHQRAGE TO THE 6UtlPING STRUCTURE AN�TO ;
<br /> ' ESTABLISH COh9PL1ANCE WiTH THE APPLICABLE CURRENT BUILDWG CODE. � ES7ABLI5H C�MPLIANCE WITH THE APPLICABLE CURRENT BUILDING CC)DE-
<br /> ����enk0�b ��, �AL��S?EEL BEY7\It7 FRltP+�t ����SS-\hJG � � ���'-S?EEL BEYOND FRM c.�:' ASS 1NG -, .
<br /> SOLID P.4NEL PAk� t JhS � �Degenkolb SOLIp P.4NEL P k T'_' S ,
<br /> �� ��� i� � 6FS�i RACKl4NCHCRA�t T!�PL'f�AlDCC �•
<br /> 8A5�:RACK AtJCHORAGE TG GO:'J�KE-E `�� � SHFATH N I t-� 1 IST � �
<br /> . � � � I SLAB ��� . , , . ,. �W T ir(�)C�i � - -_. � , �
<br /> - -- -- - S 10
<br /> � .-.-,_�:. !' '-'= dl20.+201T �- -.._ _.__. . .„�.:�0.0. I ---- C7t717{77 � '
<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 ADIUSTMENTS 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 CENTERLWE OF BEYOND WALL AND TO FACE �
<br /> NO REVISION DESCRIPTION DATE
<br /> 1 SHOPDRAVJINGS 10/18/2018
<br /> PROJECT NO AP091318E
<br /> F DATE 10/18/2018
<br /> F
<br /> DRAWN BY LP/BF ,
<br /> SCALE As Indicated
<br /> SEISMIC DETAILS
<br /> W305
<br /> 6 � $
<br /> 3 4 5 -
<br /> 1
<br /> 2 _ _
<br />
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