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NOT£S: � 7YPICAL CEILlNG GRID HANGEft W(RES 48" 48"
<br /> iiANGER WIRE . INSTALLA3i4N SHAI.L CONFORM TO THE REQUIREME
<br /> ASTM E584 FOR !AY-IN CEI�.ING SY5TEMS AS A N PROVIDE 12 GA. SUPPLEMEM'AI� HANGER �� i o 4 � �� �L GENERAL N4TES
<br /> COMPRESSiON STftUT PER LAT�RAL BRACING SHALL BE SPAGED 6 MIN. FRO� WIRES TO CE[LiNG GRiD MAfN BEAl� AT CRO5S
<br /> TABLE AT TNIS SH��'t --�__;__�.�`.�� UNRESTRAINED PIPlNG QR Dl1CTWORK. TEES WHEN LOAD CARRYING CAPACITY �F 3. PROVIDE �HFAVY DUTY" CEf�ING �USPE�lS(ON SYSTEM �OR SE4SMIC
<br /> THE CR4SS TEES SUPPORT(NG A LlGHT DESlGN CATEGORY nD" PER 46C 'STRt1eTURAL DESlGIV FOR £ARTHQUAKE
<br /> .. _� ; PERPENDICULAft R1GID 45' BRACING, FIXTURE IS LESS 7HAN 16 LBS. N � � O LOAaS' R�QUIREMENT5. CEiLfNG SUPPORT SYSTEM, REIATED FIXTURE
<br /> PROVIDE STRUCTURAL CALCUTATfONS C0�4PRESSION S7RUT MAXIMUM LENG�H
<br /> L NG G ID MANUfi;4CTURE'S MECNANICAL. OR ELECTRICAL FIXTURE SlJPPORT. ATTACHMENT AND SEISMIC BRACING SNA�L BE PER THE.lA�EST EDETlON
<br /> ._._..----- FOR THE LOCAL JURISDiCI'lON flF. THE ISC, ASCE 7-10, ASTM C754
<br /> OR CEI t R 1/2"� E�ST_ CONDUiT 5'-10" LIGNT FIXTUR� ATi'ACHt�ENT: —� r FOR TH� LOCAL JURISQICTIQN AND MEEf CISCA GUlQEI.INES .
<br /> � SPECIFICATiONS AND CALCUTATlONS 1} FIXTURE WEIGHT: < .101.65, �
<br /> '�y,r 3/4"� �MT CONDUIT 7'-8" PQSITNELY ATTACH TO CEILING SYSTEM 12"x12" SCORED PAI�lEL STANDARD PANEL 2. ELECTRiCAL AND MECHANICAL SYSTEMS SHOWN ARE FOft REFERENCE
<br /> (4) i2 GA. SPIAY WlRES FROM STRUCTURE ' PROViD� 1 SEACK SAFEfY WIRE
<br /> ONLY. REFER TO EtEGTRICAL AND MECHANICAL DRAWING5 OR FACI'UAL
<br /> •- ATTACHED TO GRiD WITH 3 FULL TURNS 9"� EMT GONDUET 9'-9" 2) FiXTURE WEfGHT: >�0 LBS, < 56 LBS UNLESS OTHERW{SE NOTED LOCATE_CEELENG ACCESSORIES AND PENETRATION5 12» QR QUANTITY AND I.QCATIONS.
<br /> �;,,;::-�'" � WITt-i!N 3". LOCAT� MAX. 2" FR0�1 CROSS POSITNELY ATTACH TO CEILiNG SYSTEM 24" FROM ADJACENT EXP4SED CElLING SUSPENSiON TEES.
<br /> - TEE INTERSECTION: SPLAY WIR�S (1} 162S125-33 METAL STUD 12'-0" � PROVIDE (2) 12 GA. SIACK SAF�T( WlRES 3. SUPPORT ALL CABL.E TRAYS AND CONDUlT INDEPENOEI�lTLY OF CEILING.
<br /> 90 DEGREES FROM EACH OTHER AND 3 FIXTURE W£IGHT: >56 LBS,
<br /> MAXIMUM 45 DEGREES �ROM CElLING SACK-TO-BACK 162S125--33 1�'-p" � CENT�R SMALL PENETRATIQNS WITHIN THE CEILING GRiD AND EVENLY S�ACE MULTiPLE 4. CHANGES iN ELEVATiON, NOT�D ON CEI�ING PLAN, SHALI. BE PRQV10E0
<br /> PLANE. PROVIDE DIRECT SUPPORT T4 STRUCTURE PENEfRATI0�1S WfThiEh! A GRip MODULE. PROVlDE 2-iNCN SPRWKLER HFAD
<br /> CEILING GRID MAIN SEAM — ME1�AL STUDS AIR TERMINAL A`fCACHME�T: WITH PQSITIVE BRAClNG.
<br /> ESCUTCHEON 4R FIEXIBLE HEAD DESIGNED �0 A[.�.OW 1" NfOVEMENT !N ALl.
<br /> 3} WEIGHT: < 24 LBS, HORlZONTAL DIRECTIONS EXCEPT WH�R� RiGID BRACES ARE USED TQ L.IMI� IATERAL
<br /> 1� 250S125--33 M�TAL STUD 13'-6" POSIi'NELY ATTACHM�NY TO CEILlNG _SYS�EM 5. D4 NOl" D{RECTLY ATTACH CEIL,ING BRACE OR HANGER WIRE TO BOTTOM
<br /> �-- CEILING GRID CROSS BEA�,� � DEF�ECTIQNS.
<br /> SPLAY WIRE SRACED OPTION RIGID SRACED OPT10N 2} WEiGHT: >20 LBS, < 56 LBS OF ROOF DECK. METAL S�UDS, MiSCELlANEOUS STEEL,. UNISTRUT OR
<br /> BACK--TO-SACK 2505125-33 15'-0" POSITNELY AiTACH�lENT TO CEILING SYSTEM OTHER SUB FRAMING Sl-fALL BE US�D FOR ATTAC}�MSENT POINTS, AND
<br /> GEILING GRID COMPRESSION STRUT t��A� s�uos LIGHT FIXTURE AND T�RM{NAL p�ov�aE (2) �2 G�. S4ACK WIRES �A FIXTURE PENETRATION ARRAI�GEMEN� ATfACHED ONLY TO EXISTING STEEL BEAMS.
<br /> AND LATERAL BRACING , n SIJPPORT 3} wE�c�T: >56 E.BS> STANDARDS
<br /> MEMBER CA�CULATED �OR ��� _p PROVIDE DIRECT SUPPORT �'0 STRUeTUftE 6. VER(FY DIMENSIONS AND CONDITI4NS WITH MECNANICAI, �LEC7RICAL AND
<br /> DETAIL �I 180 POl3NDS AXIAL LOA� DETAIL 2 DETAIL 3 PLUMSING DRAWINGS PRIOR TO FABRlCATION OF MATERIA�S.
<br /> SGALE: 1°=1'-0" __ SCALE: 3/8"=1'-0" -- SGA�.E: 1/2"=1'-0" -- 7. N071FY ENGINEER OF COiVDITIONS THAT R�STRiCT INSTALLATIO�! 0�'
<br /> SEISMIC 8RAC{�G PRIOR TO C(�MMENCI�IG CONSTRUGTION.
<br /> � ►OCATE C0�,4PRESSION AND
<br /> LATERAL BRACING 6'-0° MAX. CEIl.ING WIRE ANCHORED
<br /> EACN WAY FftOM WALLS AND P�t4VEDE NANGAR WiR�s QN MAEN BEAMS � . : • . TO LOWER FLUT�S ONLY. .
<br /> �„ � �yA• ' .V. ' .
<br /> CElIING DlSCONTINUiTIES AND GROSS TEE5 AT 8" MAXIMUM FROM 3/4" � • ,,:. . : � .: ,� .. '• . ..' ?.� , .." �. } : �d., ..�� : .s
<br /> 12'-On o.c. wa��s A�o c�����c o�scoNT�Nu,T��s --- . : .-:,�.���.� ��� °�� .�= ��.. .�a : a . �� �' � ...:d-...� ; . : KEYED NOTES
<br /> PROVlDE COMPRESSlON .�-�- , �e' •- .. . • • . � 1•� . . �
<br /> STRU7S AND LATERAL MAX. £.W. ACOUSTICA� C�ILING PANEI. . �. ;� � ; � � ' -
<br /> BRAClNG V'1HERE CEILING PROVIDE 12 GA. VER�3CAL HANGER WIRES `��f1 . � ., i � mI A
<br /> J• '• 3 Y �
<br /> A . : � � � �aT us�a.
<br /> AREA IS GREATER THAPd TO CEILlNG GR(D MAIN BEAMS A`C 4'-0" O.0 � � o '
<br /> 1000 SF SE� � � w___�_m______ PROVIDE COUNTERSl.OPiNG WERE OR � �, � M�A_ FLOOR DECK
<br /> � 7 � HORIZONTAL BRACE IF SUSP�NSION WIRE
<br /> IS GREATER TNEN 1 IN 6 OUT OF P�.UMB. SNOT IN ANGHOR � 12 GA. HANGER WIRE
<br /> AT �'� -- AT � � SEE � � � "HILTf" DN27PC �� WRAPED AROtJND ITSELF
<br /> CEILIPaG STRUCTURE OR EQUAL A MiN#MUM 0�
<br /> � AT __ w_ �T 2" � � 3 FULL TlJRNS
<br /> C�ILEiV STRUC�URE 12 GA. HANGER WiftE \ WITHtN A 3" L�NG�rH
<br /> Pr20VID� ONc ATTACHED � � �� � PROV{D� ESCUTCHEON NJRAPED AROUND I�tSELF 2"WiDE x 2"LONG
<br /> GRID EDGE EACH WA'f � � `�. ..� A MINIMUM Or x 12 GAUGE STRA�'
<br /> AT EAGN AREA 0� CElLING ' �```--- Ut�lAT�ACHED EDGES �F' rEI�.ING GftiD. FROViD� �� ATTACHED TO I�'EM 3 FJLL TtJRNS
<br /> OPPOSITE AITACHED �DGES. MAlN�'AiN 3/4" C�.EARANCE _`"�-- ITEM FENEfRATi�iG C�ILING, WETFIiN A 3" LENGTN ANCHORS SHAL� �E 3/8" D1A��iE�ER NiLTI K8-TZ, SUBSTITUTIONS AR� �l07
<br /> � BEf�NEEN MAIPd RUNNE#� AND CRO�S RUNNERS Ai'!D SUPPOi�TED AND SEISDrtICAL�.Y r��RMITI'ED. URlL�. HaLE TQ XXX DEPTN, 04 NOT ORILL pEEPER. FUl..I.Y
<br /> TYf'lCAf DciA!L AT � TIERUI�NER END5 T4 PREVENT SP�2E'ADlNGWITH BRACED ENDEPENDENT OF CEILING 1NSERT ANCHOr� TO B01TOPh (3� HOLE P�IOR TO TORQUEING ANCNO� TO 40
<br /> SMALL CElLING 5 MfANUFACTUF�ER �F'PRUVED SYSTE�v1. SE� �1'-LBS. C4NTlNUOUS SPECiAL fNSP£CTI�N 15 R�QUIREQ DURI�IG DftiLLING A�l�i
<br /> PENETRATION -- � I � INSFAl.LAI'ION.
<br /> TY�ICAL A7� UNB�ZACED SMAI L C�ILING
<br /> FZ
<br /> , " � � _� �� PE�ETftATIUi�� HANGF� WIRE ANCH�f�AG� SP��'�' WIRE ANCHORAG�'
<br /> P�NEiRAT10�1 3 � a � � ``--�— ���c�ar�ic�� �r�� ���A1L 5 ���'A,1L � ��T���. 7
<br /> a��,arlcEr�Et�r s�� I
<br /> �_ � � � � ,� E�.ECTRICAL rIxTUR�S 5EE ^z _ » �_ � �, > >, ., , ,� __
<br /> � �` � 3� SCA�E: S'=1 -0 �CALE: 3 =1 -0 --�-- SCA��: 3 =1 -0
<br /> � � ��� � �
<br /> `-,. ��
<br /> ����"'"�-- �R�Vl�F SEiSPAIC SEF'AE�,TIO�i JO(NTS '�JNERE �t�t�UI�ED �ROV10�0 12 GA. �iAi�lGER WIRE
<br /> � / TO C�iLING GR1D �1Al�d BEA�� A7
<br /> � r r TQ LiMIT CEIL{NG AREAS TO 2�OtJ S� � �ACH CORf�l�r2 0� 71-ic� FlXTURE, �.
<br /> T`{PICAI CElLING SU.�W��lSlON �Y�TE��S � Roo� I��U!.�T�ora
<br /> F0� SEISMIC CATEG�RI�S D, � & F � np. a�, w►�r� �Ac� ��i�� � ._w_._�
<br /> MAX(�du�r4 3" FRUM rIXTUR�
<br /> D ETAI�. 4 , �� � _,�� _ _..� �,.�-..-- � x-�� s��F ra����c
<br /> n � � �n . � � , 1\�� . ^ � ��/ �,�� �JC!\C.Y1J. UL IY�� . - .
<br /> SCALE: 1/8 =1 -0 -- � `� /� /� ,� /� PENE�RATE INSULAT(ON
<br /> C�p CEII,ING PAf�11EL NOT , o `'•,, ".
<br /> �
<br /> j� MOVEMENT SNOWN FOFi CIARITl' i � X" WIDE x X" I.ONG
<br /> ��.� `�� x �2 GAU6E STRAP
<br /> 3/8" PAlN � -� ��~1`, � �` � METAL ROOF DECK
<br /> / a `�.� � , � �i`(PICAL CEEL.iNG GRIU � '`-.�---_---.---- �
<br /> •� � HANGER WIRES / � � SPLAY NIRE
<br /> �i
<br /> i �� �� � ��� :;� i���,,�'s � \`- PROJECTOR MOUNT NANGAR � ,� �
<br /> � WIRES EACH CORNER.(NSTALI. �5�4 12 GA: HANGER 4"�IRE
<br /> \ PER MANt3FACTURER'S �NRAPED A�OUND ITSELF
<br /> � `--- PROFRIETARY ACM7 WALL RECOMMEND�a WSTALLATION A MINIMUM OF
<br /> f 7%8" AT1'ACNMENI' CL(P INSTR�JCTfON5.
<br /> 3 FULL TURNS
<br /> �-� �-- ACM7 PERIMEfER AiVGLE WITHIN A 3" L��iGTH.
<br /> IN AC4USTlC SEAtANT 1 IN 6 MAX OUT 0� PLUMB.
<br /> " 5Y5TEM TO ALLOW MOVEMENT AND PREVENT SPREADiNG
<br /> UNAI7ACH�D GRID EDGE PR�JECT�R SUPP4RT HANGER & SPLAY WIRE ANCH�RAGE
<br /> DETAIL 8 DETAIL 9 DETAiL 7
<br /> SCALE: 3„=1'-fl" � -- SCAL�: 3/8"=1'-a" - SCALE: 3"=1'-0� __
<br /> _ „UPPER" END PIATE
<br /> o .� .
<br /> o ---.. 12 GA. HANG�R WIr�E WRAPED
<br /> o ° AROUND ITSELF A MINlMUM
<br /> a O� o
<br /> a o OF 3 �ULL TURNS W1TI11N A
<br /> 4 3° LENGTH AT FA CORNER
<br /> �, TO STRllC�'URE ABOVE.
<br /> ° ���---- I�OUNT{NG STRAPS
<br /> 0
<br /> ° SCREE�! CASE END CAPS
<br /> 0
<br /> 0 0 `�.____- �,LOWER" .
<br /> � � �ND PLATE
<br /> � �
<br /> � � � � � F � � i� i4 � It � { � � � � � � �
<br /> ��
<br /> sus���o�a c�i�.�r�c
<br /> TRlM CHANNEL
<br /> � PROJECTOR �SCREEN SUPPORT
<br /> DETAIL 8
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<br /> o REFER�NCE DRAWINGS REVlSI4NS tz�v�siot�s SCa,��: AS NOTED ARCHITECTURA�
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<br /> } pRqy�/��G�p 717LE REV DATE BY DESCRIP710N REV DATE BY DESCRIPTION R�� pRqWN; R,p�NLp,C
<br /> m �c � TYPICAL CEI��NG DETAI�S
<br /> � ' �NG�NEE�t: R.GNIGLIANO.
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