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5°��°W°°° S��M PARTITION LEGEND
<br /> META«oRNERaEAo ,,� unispace
<br /> � ie ca Mn. stuos Mae. is��� WALL TAG LEGEND STUD SRE CMU SIZE
<br /> 6-00 DFGONnLBrtACNGrODE�CKaeOVE ` �� p�DE@EaMEo�ESNDo' �. 6-00 � oiaGONn�BRnCiNGTooECKABOVE soo Sm � � ��A��NALBRACINGTODECKABOVE / (BLANK = NON-RATED) p= p8 6-5518' �015mAve.. Swte6130
<br /> � l2" 8-7518'
<br /> 8 Sim ♦ � � EXISTWGSTRUCTUREABOVE � � 2�v2^ X2-vZX3ie"ST� 6 S�im � EXi5nNG5rRUGiUREnBOVE � EXISTWGSTRUCTUREABOVE FIRERATING 1 _ 15�8„ 4-3518' SeenIeWA981o4USA
<br /> � \ Fu.isHeocei�wc �eve�. -_ � WA�� `?� NUMBEROFBOAR�S 6- 6^5I8' 1�-95I8 '1zosz�a �000
<br /> , � � DIAGONAL BRACWG TO DECK ABOVE j — l 4 4 w,�w.unispace.mm
<br /> . � . . -.- . � 2�117X318'STEELPLATE = 12- 1151
<br /> � OC. MAXWEL�T02ll2' %
<br /> Fir�iSHEDCEiuNG�EVE�. � FINISHEDCEILINGLEVEL FiNiSHEOCewNc '� �. HEno HEAo FINISHEDCEILINGLEVEL, TYPE �°` (BLANK-NOBOARD) 8 co�:�na��:.
<br /> HEAD HEAO SECURE TO SLAB WITH
<br /> - SEERCPFORCEiuNGTVPEaHEIGHT SEERCPFORCEILINGTYPEBHEIGHT �EVEL �i SEERCPFORCEIUNGTVPEBMEGHT SEERCPFORCEILINGTYPE & HEIGHT
<br /> - 6 - SEERCPFOR 318m%11I2EMBEDMENT ��. COMMENT STU�ICMUSIZE 8-8
<br /> 6-00 CEILINGTVPE9 I ANCHORS. . . 35I8MIN. MTLSTO�FRAMING. REFERTO o PROVIDERECESSEDALUMINUM
<br /> - HEIGHT NON-STRUCTUPAL STEEL LIMITS CHART FOR .
<br /> - - - sizE. cnucE nNo sanN o � i GLAZMG U-CHANNEL TO RECEIVE EXAMPLE�. X= SOUND ATTENUATION BATTS. AS
<br /> 6 FUTURE 1/4" GL4SS
<br /> - _ - � m � � SCHEDULED
<br /> - _ 3�98' MIN. MTL STUO FRHMING, REFER - _ � 3S/8" MIN. MTL STUD FRAMING, REFER --WALL PER SCHEDULE _ - 1 LAVER OF 5/0' GWB, BOTH w � z '
<br /> - roNON�srRucruRn�sree�uMirs - TONON-STRUCTURALSTEELLIMITS 5ioE5TOGewNc w o � 3-98" MIN. MTLSTUDFRAMING.
<br /> vtqN - - cnnar Foa SrzE GnuGE. nND SanN P�+N . CHART FOR SIZE, GAUGE, AND SPAN PLAN P�N � WALL TYPES
<br /> o REFER TO NON-STRUCTURAL STEEL
<br /> - - ` souNoiNsuvrioesnrrnsscne�u�eo P�N LIMITSCHARTFORSIZE, GAUGE.
<br /> - - i uvEa oF Sie'cwa Toa A STUDS�. EXTEND FULL HEIGHT TO DECK
<br /> - 1LAYEROF518" GWB. seevnRTirrourvae �ecENosnNo AN� SPAN
<br /> - - i uvea oF sa�Gwa. eoTH � �AP pqarinoN aaN GWB� EXTEND FULL HEIGHT TO �ECK
<br /> - SIDESTOCEIUNG ONESIDETOCEILING 20GASILLSTIFFENER. Fl1LL
<br /> - / �eNGTH oF wnu � 1 LAVER OF 516' GWB. g STUDS EXTEND FULL HEIGHT TO DECK
<br /> - � � 3/B"CLEARTEMPEREDG�n551N y BOTHSIDESWCEILING GWB�. EXTEND6" ABOVECEILING
<br /> - - 1XCONT. PLATEFULLWIDTH N RECESSEDALUMINUMGLPZINGLL C STUOS'. EXTEN� TOUN�ERSIDEOF
<br /> OF WALL CNANNEL'.0.EAR SILICONE AT - _ CEILING '
<br /> - SOON� INSULATIONBATTAS SOUNDINSULATIONBATTAS - VERTICALJOINTSANDEN�S SOUNDINSULATIONBATTAS
<br /> scHeou�eo. seePnRnnourrae - � wnuaeascneou�e p N _ GWB�. EXTENDTOUNDERSIDEOFCEILMG
<br /> - SCHEDULED, SEE PARTITION a ,� _ SCHEDULED, SEE PARTITION TYPE E STUDS. EXTEND FULL HEIGHT TO DECK
<br /> �ecer�osnNoaaannoNaum - TYpELEGENDSANDPARTITION o � 3 2�vz`xzvrxsre�sr�Tuee � LEGENDSANDPARTITIONPLAN
<br /> - @ anRnnoN eNosallo � GWB�. SI�E t EXTEND 6" ABOVE CEILING,
<br /> RECESSED ALUMINUM CHANNEL
<br /> sTee�sruo RunNeR To rnnTCH - � STEEL STUD RUNNER TO Ma7CH ? � iNTEameoinres. s�-o�o.e. > ense ense � STEEL S7UD RUNNER TO MATCH SIDE 2 EXTEND TO DECK
<br /> BASE GAUCaEOFSTU�, BASE - w p MAX. WELDt0242"%2�t12"% w ? F FURRING
<br /> SeCuaeD To Sue GAUGE OF STUD, w o w o GAUGE OF STUD, GWB�. 6" ABOVE CEILMG, EXTEND FULL
<br /> 3I0' STEEL PIATE. SECURE TO
<br /> - SECUREDTOSL4B j SuewiTHve�exi-vr o FiwsHF�ooRiNc.seeFiNisH _ SECUREDTOSL4B
<br /> 6 o I p�qN HEIGHT TO DECK FOR OPEN CEILWG.
<br /> Sirr EMBEDMENTANCMORS. BASE, SEE FlNISH
<br /> 1 BASE SEE FINiSH SCHEDULE _ BASE, SEE FINISH BASE SEE FiNiSH SCHEDULE � G GU+SS PARTITION
<br /> s�oo _ � S�m SCHEDULE .�i I�i� sacrceRaoonNocnu�K � � sim _ SCHEDULE H PARTIALHEIGHT, SEEELEVATIONS
<br /> _ roa oF sue soo �. - � TOP OF SLAB � - � Toa oF s�ae / Toa oF sue 5-0e . _. � / TOP OF SLAB S SHAFT WALL
<br /> /
<br /> CH CHASE WALL .
<br /> � - ' . _ - . . � .. � M MASONRY UNIT
<br /> METAL STUD INTERIOR PARTITION METAL STUD INTERIOR PARTITION PARTIAL HEIGHT INTERIOR PARTITION RELITE & METAL STUD FRAMELESS CLERESTORY & METAL STUD
<br /> INTERIOR PARTITION INTERIOR PARTITION PARTITION TYPE DIAGRAM
<br /> STC 6G
<br /> Po�IvorvRatetl STCfiO ForNon-Ra�etl ForNon-Ratetl PorNon-Raletl STC60 PorNon�Ratetl STC60
<br /> C58 Gypsum Wall 6oartl BotM1 Sltles � SIB'Gypsum Wall Boartl One Sitle � 6IB Gypsum Wall Board BON Sldes � 510' Gypsum Wall BoaN BON SIUes � 5/B Gypsum Wall BoaN Bolh Sltles
<br /> For 1 Mour-Ratetl I IlL-425 For 1 Hour-Ratetl I IlL-425 For 1 HourRa�etl I UL-a25 PARTITION TYPES
<br /> 518' Type X Gypsum Well Boara Bolh Slaes SIB'Type X Gypsum Wall BoaN Bo�M1 Sides 5/9'Type %Gypsum Wall Boartl BotM1 Sltles STRUC.
<br /> PorlHour-RatM �UL4]d STC60 For2Hour-RaletlIUL�4�a STC60 For2HourvRate4�UL�a)a 5T�fi0 �
<br /> 2 Layers 618'Typa X Gypsum Well Boerd Bolh Sitles 2layus 510' Type X Gypsum Well BoeN BotM1 Slaes 2 Layers 5/B"Type %Gypsum Wail Boere BON Sltles
<br /> � I � CEILING
<br /> For 3 HouH2aletl I UL-a15 For 3 Hour-Feletl I UL-425 For 3 Hour-Rete�I UL-G25
<br /> . . .. . __ _. ._ . _. _._
<br /> 3_eyers 5'8' Trye X Gyosum Wall Boartl BotM1 Sides 3leyers 510'Type X Gypeum Well BoaN Bo�M1 Sitles 3 Layers fi/8"Type X Gy06um Well Boere Both Sldas
<br /> I
<br /> PARTITION TYPES � :
<br /> rilll
<br /> S�,�E , - ,_0 4 � �; �
<br /> C F �H J L FLOOR
<br /> PARTITION NOTES
<br /> 1. ALL GYPSUM BOARD IS 5/8" TYPE 'X' THICK U.O.N.
<br /> 2. ALL METAL S7UDS ARE i6" O.C. UDN.
<br /> � - - - �r - �� � —� - - 3. ALLMETALSTl1DSARE20GAU.0.N.
<br /> �� � � � �� � � �� � 4. ALLFIRERATEDPARTITIONSMUSTCONFORMTOMINIMUM .
<br /> . RE�UIREMENTS OF THE LISTED TESTED ASSEMBLY UNLESS MORE s�amp _ . . .. .
<br /> � � 1 � STRINGENT REQUIREMENTS ARE �ESIGNATED BY DETAIL -
<br /> � . 5. ALLACOUSTICALSTCRATEDPARTITIONCONSTRUCTIONE%TENDING
<br /> - SUSPENDED CEIUNG TO THE BOTTOM OF STRUCTURE SHALL HAVE A�L PENETRATIONS AND ' ' - �
<br /> —f� � � INTERSECTIONS SEALED AIR TIGHT WITH ACOUSTICAL SEALANL i �
<br /> EXISTINGGWBCBLING TILESYSTEM v p � �
<br /> 6. FIRE RATED SEALANT SHALL BE USED AT FIRE RATED PARTITIONS. ALL �• .,„+ i
<br /> � •� OFYq
<br /> RECESSED BOXES SHALL BE SEALED AND RUNNERS SHALL BE SET IN 2 ' �
<br /> GAULK TRANSITION - SEE PARTITION BEADS OF SEALANT. �� �����
<br /> ExPAN510NJ01NTST0 BETWEENEXISTINGGWB � TYPESPOR
<br /> mnrcHeui�oiNcsrnNor�ao cewNcnNONewcwe � 7. ALLROOMSWI7HPLUMBINGFIXTURESSHALLBECONSTRUCTEDWITH ���-`--�� �
<br /> aprtnnoN AODmotunL WqTER RESISTANT GYPSUM BOARD U.ON. .
<br /> PARTiTion� g COORDINATE PARTITION CONSTRUCTION WITH FlNISH PLANS.
<br /> STRUCT L METALTRIMATTOP - NFORMATION .
<br /> aia cn sauv coMaRessioN OF anaTiTioN cwe - 9. PROVIDE 16 GA. METAL REWFORCING PLATES FOR ALL WALL MOUNTED
<br /> BRACED WIRES . �\ STRUT _ CONSTRUCTION.
<br /> � � � . aia cn saur 10. PROVIDE tl2" CEMENT BOARD AT ALL LOCATIONS 70 RECENE TILE
<br /> ' BRACED WIRES FINISH.
<br /> • � 11. EXTEND GYPSUM BOARD CONSTRUCTION TO BOTTOM OF STRUCTURE
<br /> � IN ALL ROOM WITHOUT FINISH SUSPENDED CEILING FINISH GYP. BD.
<br /> '� PARTITION EXPANSION JOINT 8 PARTITION HEAD AT CEILING TYPE TRANSITION 3 eocewirn � eenonNosen�nNr.
<br /> ' ' SCALE�. 3'= r-o' SCn�E. 3' = r�o" 12. ALLGVPSUMBOARDPARTITIONSSUPPORTINGWALLHUNGCABINETS,
<br /> / � SHELVING. OVERHEADBWSANDFURNITURESHALLHAVE20GAUGE
<br /> l � STUDS SPACED AT i6" O.C. WITH FLAT GAUGE BLOCKING.
<br /> / � • aCousnC 13. BRACE ALL METAL STU� PARTITIONS AT ALL LOCK SIDES OF DOORS.
<br /> � X _ cEiuruc caio WHERE DUCTS INTERFERE WITH METAL STUDS GOING TO UNDERSIDE
<br /> � ' OF SLAB ABOVE AND WHERE CALLED FOR ON DR4WINGS.
<br /> 14. PROVIDE CONTROL JOIMS IN GYPSUM PANEL RUNS EXCEEDING 30' OR
<br /> � �y� � \ I � AcousriCCEiuNGGRiDCUP MOREFORWALLSANDCEILINGWITHOUTPERIME7ERRELIEF, �50' WITH
<br /> � PERIMETER RELIEF) AND AT ALL INTERSECTIONS WITH BUILDING CORE.
<br /> \v� � /� EXTERIORWALLS COLUMNSANDWHERERECOMMENDEOBY z issueoFoeveaMir =.s�o�n� imH cc
<br /> � MANUFACTURERS' WRITTEN INSTRUCTIONS. COOR�INATE LOCATIONS � Paicwcssr x�ss,�e iMH cc
<br /> � ,��� II II , WITH DESIGNER M FIELD. rea� � oEscai6non oN*e er cnrc
<br /> I ,. ��. JIA . . � KeYPbn
<br /> %.
<br /> � /� �' � ° ° B T 15- TAPEANDSPAGKLEALLJOWTSINDRYWALL, INCLUDINGJOINTSABOVE
<br /> � , � � � THEGHLING. ��
<br /> i6. PROVIDEWOODBLOCKINGORSTEELSTRAPPINGATALLPARTITIONS µ^'�
<br /> �� �� � SUPPORTINGWALLHUNGCABINETS, SHELVING. OVERHEADBINSAND �°� �"� �'�=
<br /> MAINRUNNER - --- ---- CRO55-TEE (REFERTO � -__ �___ -__. IIII� � �� � � � � ' �� p � �� '
<br /> saeaFicnnoNs� - . 1 FURNITURE AS PER THE ARCHITECTURAL WOODWORK INSTITUTE �� a.� .��
<br /> ��� INSTALLATION STANDARDS SECTION 1700. REFER TO CONSTRUCTION �'� -
<br /> � AWMINUMU-CHANNEL �
<br /> PLANS. � e�'b�___���
<br /> r oveasrze RiNc. s�eeve oa 17. PROVIDE DOUBLE STUDS AT BOTH JAMBS AN� HEADER OF ALL DOOR — l � �e
<br /> 8 MAX 8 b'��.% ADAPTORTHROUGHTHECEILING FRAMES. .
<br /> �—� N12 GA HANGER W1RE �—� TILE TOALLOW FOR FREE � ��g� �
<br /> KIREIBAFFLE '��' ' I^�
<br /> TVP. ATPERIMETER - ---- MOVEMENTOPATLEASTI" INALL �
<br /> WALLS HORIZONTALDIRECTIONS r��� �_ a��?� ,�
<br /> M^�NR�NNER °F�R°SS-rEE NON-STRUCTURAL PARTITION LIMITS � - `' _
<br /> � Guem i woie=�Hame i noere:: ,
<br /> � �� � KIREI FELT PANEL TO ACT GRID 7 fIRE SPRINKLER HEAD 2 NON-STRUCTURAL STEEL PARTITIONS - LIMITS W
<br /> =- ncousnca�n�e . _ � �- scn�e. s�� =vo�� sca�e i vr=r�o�
<br /> �Y- - - — - �� 3oM���ssr�os �sPSF �zS�, � 33M��ssT�os�sPSF ,zo�, FLUKE 2G
<br /> REFERTOREFLECTEOCEILING �� I � _ B g ^ A ANGLETOBRACEWITH �4N0 � I ESR306dP) M�MUMHEGH�20�� STUDSRE SPACING �IMI��NG�WALL I STUDSIZE SPAdNGNALIMIHEIGHfALL EVERETTWA98203 �
<br /> PLANFORDESIGNATIONOF e . - -3'X3' N3'ANGLE o 105CREW5 °
<br /> OTHER E�GE �ETAILS � �20 GAGE MINIMUM�. � � � 1625125 12' 9'�11' 1625125 12' 10'-0'
<br /> FASTENEDTO a a — RNISHMATEftIALSVARY�MA%IMUM ��.r�e,� � (�-5�8•� m
<br /> TRACK � . ATDOUBLEBRACE �FASTEN z � � I T WEIGHTEOUALT02LAVERSGYPSUM i6" 9'�2' 1fi' 9'�8" oravnngnue Y
<br /> o � DOIIBLEBRACETOBOTH oao BOAR� EACHSIDEPLUSAPPLIED �-�--�—----�-
<br /> AN�BRACE�PER F a r o � � 24' 8'-3' 2G' 8'�9"
<br /> oErA��A,R���r W AN��ESW�TH �e,�o ,o - o - F�N�5�E5, PARTITION TYPES �
<br /> SCREWSTNROUGHBRACE Q p m o � �
<br /> 20GAGEMINIMl1M n .. Q 2505125 12' 13'-2' 1b051ffi 1P' 13'-11' 1 '
<br /> � �� �g '- a� I I FnsreNeas�. �2�arz°1 lavz°I
<br /> DEEG LEG TRACK 4 a z o z w
<br /> �PREss�aNP��STR�s�E oRs�oTTEo � , o � < Nm A.P��WoaoF�ooR,M�N�M�M3,a ,e ,Z-,� _ ,6� ,z-,a TYPICAL WALL AND
<br /> scHEou�E(ansEooNvrz>zoo� Foawnusro�o��o•- T��K a � � I I
<br /> BMCE WITH 352S13I33 � a b'1 � � ���' 24" 10'-e' 2G' 1P ]"
<br /> ATB.oMAX�M�Mo � ANOA, META� ST�os a _ awa � � PRo��oE�z,Noex , w000 - - CEILINGDETAILS �
<br /> p Q V � ¢ N
<br /> S� MAX. HEIGHT EACH WALL EN�. ALTERNATE � � � Q ? F y � SCREWS AT2a'MAXIMUM 0 C
<br /> 3625125 12" P'-1' 3505125 iT P'-10" e
<br /> CUT � � ATSMGLEBRACE-FASTEN � ojQ � � � STAGGEREDFORILAYERGYPSUM (�-5I8") � (198") �
<br /> V2" H 22 G/�. 3' 0" �IRECTION OF BRACES 3/4"F,HORi FOR � � ANGI F TO TRACK WITH(P) NO � ¢ O � z � � BOAftO EACH 510E,16" MA%IMIIM 18' 15$ 1B� 1B�-E" F,
<br /> � ALONG LENGTH OF WALL 3I4"DERECTION a ¢ 105CREWS o z Q LL o OL. STAGGERE�FOR 2 LAVERS ' � � � - siaws
<br /> 3/4" x 22 GA 4'-0" WHERE POSSIBLE. / o o - u � - � I Z4 �4"� 2a �a-9 �
<br /> N Q z o p Q GYPSUM BOARD EACH SIpE — �
<br /> 1"x20GA 6'-0" FORWALLST015'-0'- - - FINISHMATERIALS ; ry ATDOUBLEBRACE� FASTEN � r � i '� I I ATCIPCONCRETEANDPOST- 60051P5 1T 19'-0' a005145 12' 19'-11" PERMIT SET q
<br /> BRACE WITH DOUBLED VARY - o (27 ANGLES TO TRACK WITH �ej a z � ¢ a . . . . �
<br /> 1 tlb" x 20 GA ]'-0" i o � o � o a TENSIONED CONCRETE FLOOR �y� � (d��
<br /> 362513]33ATB'-0" MA%IMOM (MAXIMUMWEIGMT N0105CREW5ATEAGH a � � � < I I PROVIDEHILTIX-00.15T�IAMETER 16" 1]'�6' 18' 18'A" g
<br /> 1112 x20GA� � B'$" OCANDATEACHWALLEN� EOUALT02lAYERS I I POWDER�ACTUATEDFASTENERS. pq^ �5'-�' 1<' 16'�5" ora.ney�IMH CnecxeeeyPM "�
<br /> GYPSU1d BOARp EACH '
<br /> 2" x20GA 11'$" ALTERNATEDIRECTIONOF EMBE�3/4" PERES&2289. 24' scaie AsinJiceletl oere -
<br /> SIDEPWSAPPLIEC � I
<br /> BRACESALONG LENGTH OF MA%IMUM O.C. $TAGGERE�FOR 1 60�5125 17 25'�6' fi00S125 12' 2fi'-9" projec Humber o(� U
<br /> 2112"x18GA 14'b" WALL. FASTENDOUBLED FINISHES) � � � LAVERGYPSUMBOARDEACHSI�E, SEA�OOOvJ
<br /> 3" x 18 GA iT3" STU05 TOGETHER WITH NO B � � z a I 16" MAXIMUM OL. STAGGERE� FOR (�� ifi' 23'-2' �8� 16' 24'�6"
<br /> 3 12" x i6 GA 23'-3" U SEaIaN ACRoss FaRililaN Y OB SEeiloN neR055 BRAONG T ry � p NOTES: I on.ana r�umeer ae.uion �
<br /> Y � � SIDE 2P 20. 3" i P4' 21• T�
<br /> � � - ASSUMED ALLOWABLE DEFLECTION = L/240 A6 0 01 O` �
<br /> COMPRESSION STRUT DETAIL � g TOP OF PARTITION WHERE BRACED TO STRUCTURE ABOVE 6 PARTITION TO FLOOR FOR SEISMIC ,� PRovioe sTuo aRiocwc ns ReawReo ev coveRwNc cooEs nN�
<br /> REGULATIONS
<br /> SGALE�. 3'=1'-0" SGALE 3"=1'-0" A8901 SGALE 3'= 1'-0" A6�001 a
<br />
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