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coNcaETE EouiPMENT Pno
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STRIICTIIRAL FLOOR SLAB
ON GRA�E OR METAL �ECK
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�SEE TABLES)
�
BON�ING AGENT �2 '
PLAN NOTES'.
1. SEESPECIFICATIONSSECTION150I1,210548,220548,230548,OR260548FOR�EFINITIONOF
SEISMIC HAZAR� LEVEL FOR EACH FLOOR OF THE BUIL�ING.
2. PROVI�EeON�INGAGENTT0100%OFTHECONTACTAREAeETWEENTHECONCRETECUReAN�
STRUCTURAL FLOOR. BON�ING AGENT SHALL BE SBR LATEX AS MANUFACTURE� BY THE EUCLI�
CHEMICAL COMPANY OR EQUAL. PREPARE SURFACES, MIX, APPLY BON�ING COAT AN� CURE PER
MANIIFACTIIRER'S WRITTEN WSTALLATION WSTRIICTI0N5.
3. CURBWI�THTOBEAMINIMUMOFB"LARGERTHANS12EOFE�UIPMENT�a"MINIMUMEACHSI�E
OF EQIIIPMENT TO E�GE OF PA�) WRH EQIIIPMENT ANCHORS A MINIMIIM OF 6" FROM E�GE OF
Pno.vERiFVEocEoisrnNCEREouiREmENrsFORncrun�nNcnoRSFRom mnNUFncruR�s
WRITTEN LITERATURE.
4. PROVI�E3-0i2"HEIGHTOFCURBUNLESSIN�ICATE�OTHERWISEONTHE�RAWINGS.
SEISMICHAZAR�LEVELC ��1�1
AREA �FTz) REWFORCING MAX. LOA� �LBJ
lIPT040 6X6WPBXW29 g,000
tl3ALONG PERIMETER
41T0100 q3@iP'O.GEW. 16,000
q3ALONG PERIMETER
101 TO 200 qd � 12" O,C.EW. 26,000
p4ALON0 PERIMETER
zm ro aoo p^ ���" o,c.e.w. so,000
p4ALON0 PERIMETER
SEISMIC HAZAR� LEVEL B i L'�
AREA �FTz) REINFORCING MAX. LOA� �LB.)
p3 Q 12" O.GEW.
UPT040 q3ALONGPERIMETER 8,000
41i0100 p3Q1Y'O,GEW. 16,000
q3ALON0 PERIMETER
101i0200 pd���'�O,GEW. 26,000
p4ALON0 PERIMETER
201 TO 400 pd ���'� O.GEW. 60,000
d4ALONG PERIMETER
SEISMICHAZAR�LEVELA �:�1�'I
AREA�FTJ RHNFORCING MAX.LOA��LBJ
lIPT040 p3@12"O.GEW. 8,000
k3ALONG PERIMETER
41 TO 100 p4 @ 12" O.GEW. 16,000
pdALONG PERIMETER
imroxoo ps�miz��o.c.e.w. zs,000
k6ALONG PERIMEiER
201 TO 400 p5 @ 12" O.GEW. 60,000
k6ALONG PERIMETER
NOTE�. O.C.EW. = ON CEMER EACH WAY
..��.,,EQUIPMENT PAD DETAIL
�--' NO SCALE
2.:
-2qd CONTINUOUS WITH 90 �EGREE BEN� AT CORNERS.
-SEALANT CONTINUOUS. APPLV TO
3i4"CHAMFERE�GES � SAMESI�EASCURBE�PERIMETER.
CONCRETECURB � pQ
� � ! �
1'TVPICAL o / E�
�� BONDINGAGENT;1��
6iRUCiURALFL00R6LAB � ��
PLAN NOTES'.
1. PROVI�EBON�INGAGENTT0100Wo0FTHECONTACTAREABETWEENTHECONCRETECURBAN�
STRUCTURAL FLOOR. BON�ING AGENT SHALL BE SBR LATEX AS MANUFACTURE� BY THE EUCLI�
CHEMICALCOMPANYORE�UAL. PREPARESURFACES,MIX,APPLVBON�INGCOATAN�CUREPER
MANIIFACTIIRER'S WRRTEN WSTALLATION WSTRIICTI0N5.
2 CURBWI�THTOBEAMINIMUMOF2"LARGERTHANSIZEOFEpUIPMENT(1"MINIMUMEACHSI�E
OF EQUIPMENT TO E�GE OF CURB�. PROVI�E A 4" WI�TH MINIMUM UNLESS IN�ICATE�
OTHERWISE ON THE �RAWINGS RNISH CURB SAME AS FLOOR RNISH.
RELEA$EDFORCONSTR�CTION eoorHeewiseoNrHeoenwiNcs.
Su6jec��ocompliancewithallregula�ions JRB DETAIL
04 S�a�e antl Local Codes
City of Carmel
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ISGREATERTHANMA%IMUMLENGTHPERTABLES -
W SEISMIC RESTRAINT MANUAL. p o� `
.. III II ' I � � e
LONGITII�INALCABLEBRACE � o� J
r.mm.�auv�a:�mr.w:r.�ama:�
WASHER TO COVER WELD -'"���
BEAM ATTACHMENT
1iA"�dIN.
iar.v
3LE BRAGNG. SEE �ETAILS
SEISMIC RESTRAINT MANUAL.
NOTES'.
1. SEESEISMICRESTRAINTMANUALFORVERTICALHANGERS,DIAGONALBRACES,BOLT
SIZES, CONNECTION TO SUPPORTING STRUCTURE, AN� SPACING OF BRACES.
,,�S...TYPICAL LONGITUDINAL BRACING FOR PIPES AND CONDUIT
�-- � NO SCALE
CONNECTION TO SUPPORTING
STRIICTIIRAL MEMBER
EXPANSION ANCHORS SHOWN
HEREFOREXAMPLE
A�� VERTICAL HANGER FROM
scneou�e wneN ��c� is
GREATER THAN MAXIMUM
LENGTH PER TA8LE5 IN
SEISMIC RESTRAINT MANUAL.
TRANSVERSEBRACE '
1 MIN
PPdAX
1
PiPe nnNcea aoo cuP
CONNECTION TVPE ATHRU D
c� �
noo PiPe s�eeve rnnr nns nN
INSIDE DIAMETER iid"±LARGER
rnnN oursmE owMrER oF ao�r
PIPE HANGER
NOTES
1. SEESEISMICRESTRAINTMANUALFORVERTICALHANGERS,�IAGONALBRACES,BOLT
SIZES, CONNECTION TO SUPPORTING STRUCTURE, AN� SPACING OF BRACES.
2. CA8LE8RACINGISALSOACCEPTABLEINACCOR�ANCEWITHTHESEISMICRESTRAINT
MANUAL.
4�...TYPICAL TRANSVERSE BRACING FOR PIPES AND CONDUIT
NO SCALE
PROVI�E TRANSVERSE
BRACEATLAST
VERTICAL SUPPORT
11
L
T
"TA" CAN BE USE� AS-
LONGITU�INALBRACEFORRUN B -
AN� TB'AS LONGITU�INAL BRACE '
FOR RUN "A" WHEN'D" IS �2a FOR
aiaes nNo wa�� Foa oucrs
Tn
� o
T T T TB
0
�SPACING FOR
LONGITUDINAL BRACES
MAXIMUM SPACING FOR
TRANSVERSE BRACES TVPICAL
I"T".IN�ICATESTRANSVERSEBRACING�iSOLI�BRACEORPOPPOSINGCABLES.
"L".IN�ICATES LONGITU�INAL BRACING � 1 SOLI� BRACE OR 2 OPPOSING CABLES.
NOTES
SEE THE SEISMIC RESTRAINT MANUAL FOR WSTRUCTIONS
FOR BRACING INDIVIDUALLVSUPPORTED PIPE.
, ��.,,TYPICAL LOCATIONS OF BRACING
_ Nos�A�E
R0� PER TABLE
VIBRATION ISOLATION AND EQUIPMENT RESTRAINT SCHEDULE
ELEV
FROM MIN. STATIC RESTRAINT
EQUIPMENT GRADE BASE ISOLATOR DEFLECTION REQUIRED
TAG LOCATION (FT.) TYPE TYPE (IN.) NOTES
ACCU-MRI-0 6THFLOOR ]5'-0" � 4 � VES
PENTHOUSE
CH-MRI-0 6THFLOOR ]5'-0" � 4 � VES
PENTHOUSE
FCU-B133A B133ACEILING 18'-0" L N�A 4 1 VES _
GENERAL NOTES'.
1. REFERTOSPEGFICATIONSECTIONFOR�EFINITIONOFTVPESOFBASES,ISOLATORS,AN�RESTRAINTS.
BASE TYPES'.
A. NOADDITIONALBASERE�UIRED,ISOLATORSATTACHEDDIRECTLVTOE�UIPMENT ISOLATORTVPES�.
8. STRUCTURAL STEEL RAILS OR BASE 1. PA�, RUBBER
G CONCRETE WERTIA BASE 2. RUBBER FLOOR ISOLATOR OR HANGER
�. CURB�MOUME�BASE 3.SPRINGFLOORISOLATORORHANGER
E. NOBASE,ANCHORAGEATTACHE��IRECTLVTOEQIIIPMENT 4. RESTRAWE�SPRINGISOLATOR
s. TnausTaESTaniNT
2. N�A�.NOTAPPLICABLE.N!R�.NOTRE�UIRE�.
3. REFERTOEQUIPMENTSPECIRCATIONSECTIONSWHEREBASEISPROVI�E�BYEQUIPMENTMANUFACTURERAN�NOA��RIONALBASEIS
REQUIRE� TO BE PROVI�E�.
4. SEISMICALLVRESTRAWE�EQUIPMENTSHALLBELOCATE�ONCONCRETEEQUIPMENTPA�S�UNLE55NOTE�OTHERWISESEE�ETAIL�AN�
ANCHORE� WITH SUFFlCIENT S12E AND NUMBER ANCHORS TO MEET CALCULATE� FORCES �ERIVE� FROM SPECIRCATION SECTIONS.
5. MANUFACTURERSHALLSELECTSEISMICRESTRAINTERHERINTEGRALWRHVIBRATIONISOLATIONORWRHSEPARATEHAR�WAREPER
i. co�aFoamEonNc�EssnnucoNFoamTomEmnTEain�nNomENnFicnnoNaEouiaEmENTsoFmE�nTEST°sPEciFicnnoNSFoamE
�ESIGN OF COL��FORME� STEEL STRUCTURAL MEM8ER5" OF THE AMERICAN IRON AN� STEEL WSTITUTE WITH A MINIMUM Fy = 33 K51 AN� A
MINIMIIM Fu = 38 K51.
2. THEUNCOATE�MINIMUMSTEELTHICKNESSOFTHECOL��FORMEDPRO�UCTAS�ELIVERE�TOTHEJOBSITESHALLNOTATANVLOCATION
BE LE55 THAN 95 PERCENT OF THE STAN�AR� SHEET METAL GAGES. THE THICKNE55 MAV BE LE55 AT BEN�S AFTER COL�-FORMING.
3. HOT�ROLLE�SHAPESAN�PLATESSHALLCONFORMTOASTMA36.PIPESUSE�ASBRACESSHALLBESTAN�AR�STEELPIPESASTMA1200R
A53.
A. CABLESSHALLBEWIRE�COREWITHAMINIMUMBREAKINGSTRENGTHNOTE�INTHESEISMICRESTRAINTMANUAL.CABLESHALLBEZINC�
COATE� TO A MINIMUM OF 0.4 OUNCESiSQUARE FOOT OR STAWLE55 STEEL PER ASTM A304. TIGHTEN CABLE ONLV TO REMOVE EXCESSNE
SLACK.
5. USEERHERCABLEORSOLI�BRACINGFORALLSITUATIONS. �ONOTMIXBRACINGTVPESINTHESAME�IRECTION.
6. BOLTSSHALLCONFORMTOASTMA30I.BOLTHOLESSHALLBEii16"LARGERTHANTHEBOLT�IAMETERIINLE55NOTE�OTHERWISE.
]. EXPANSIONANCHORSSHALLHAVELOCALGOVERNINGJURIS�ICTIONAPPROVE�VAWESEQUALTOORGREATERTHANBOTHTHESHEAR
AN� TENSION CAPACITIES LISTE� IN THE SEISMIC RESTRAINT MANUAL. CAST�IN�PLACE CONCRETE WSERTS MAV REPLACE EXPANSION
nNcnoRs wnERE mE nPPRovEo �onos nRE Eoun� ro oR cREnrER rnnN mE vnwEs FOR mE sPEciFiEo ExPnNsioN nNcnoRs.
8. WEL�INGSHALLCONFORMTOAW5�1.1AN�SHALLlISEEITHERTHESHIEL�E�ORSIIBMERGE�ARCMETH0�5.lITILIZEE]OELECTRO�ES.
9. ROPRIETARVCONNECTORSMAVBEUSEDWHERETHEIRRESEARCHREPORTAPPROVEDVALUESAREGREATERTHANTHOSEINDICATEDBV
THE SCHE�ULES AN� �ETAILS IN THE SEISMIC RESTRAINT MANUAL.
10. DO NOTWELD TO GALVANIZED STEEL.
SPECIRCATIONSECTIONSUNLE55ASPECIRCTYPEISI�ENTIRE�ONTHISSCHE�ULE 1. eRACEPIPINGAN�CON�UITASSPECIFIE�INSPECIFICATIONSECTIONS.
6 ELEVATION FROM GRA�E SHALL BE CONSI�ERE� NOT LE55 THAN ZERO FOR SEISMIC CALCULATIONS PER APPLICABLE BUIL�ING CO�ES. Z, CONTRACTORSHALL IN�ICATEALL BRACING REQUIRE� ON SUBMITTAL �RAWINGS AN� ALSO SUBMR ALL APPLICABLE �ETAILS IN
scnEou�E NOTEs�. nccoaonNCEwiTn sPEciFicnTioN sECTioNs.
�. FnNnNomoroRiso�nrioNnNOREsrRniNravFnNmnNUFncruRERiNnccoRonNCEwirnsPEciFicnrioNSEcrioN. a. nuRUNswa�nnvEnmiNimumoFrworRnNsvERSEaRncEsnNooNE�oNciruoiNn�aRncE.nRUNisoEFwEonsn�ENcrnoFPiPEOR
DUCT WITHOUT ANV CHANGE IN DIRECTION EXCEPT AS ALLOWED BV OFFSETS.
8. ASMEPRESSIIREVE55EL5HALLBEMOIINTE�INASA��LEATTACHE�T0A5TRlICTIIRALFRAMEAN�RESTRAINE�WITHII-BOLTS.FRAME Q TRANSVERSEBRACINGSHALLBEAT4�FEETMAXIMUMEXCEPTWHEREALESSERSPACINGISIN�ICATE�INTHESEISMICRESTRAINTMANUAL.
SHALL BE �ESIGNE� TO MEET CALCULATE� FORCES �ERNE� FROM SPECIFICATION SECTION AN� ANCHORE� TO STRUCTURE.
9. EpUIPMENTI5RE5TRAINE�THROUGHFLANGE�ATTACHMENTT0ARE5TRAINE�PIPING5V5TEM.PROVI�EA��ITIONALPIPINGRESTRAINTSAT S LONGRU�INALBRACINGSHALLBEATB�FEETMAXIMUMEXCEPTWHEREALESSERSPACINGISIN�ICATE�INTHESEISMICRESTRAINT
THE EQUIPMENT AS REQUIRE�. MANUAL. IN PIPES WHERE THERMAL EXPANSION IS A CONSI�ERATION �PIPES ON ROLLER HANGERS, PIPING SHOWN WITH AN ANCHOR FOR
THERMAL EXPANSION, AND PIPING WITH AN EXPANSION LOOP�, AN ANCHOR POINT MAV BE USED AS THE SPECIFIED LONGITUDINAL BRACE
10. ANCHORBOILERTOPA�PERMANIIFACTIIRER'SWRITTENWSTRIICTI0N5AN�5EI5MIC5PECIFICATIONCALCIILATI0N5. PROVI�E�THATRHASACAPACRVEQUALTOORGREATERTHANALONGRU�INALBRACE.THELONGRU�INALBRACESAN�CONNECTIONS
MUST BE CAPABLE OR RESISTING THE ADDITIONAL PoRCE INDUCED BY EXPANSION AND CONTRACTION.
11. FAN HAS INTERNAL ISOLATION PROVI�E� 8V FAN MANUFACTURER. 6. FOR ALL GAS PIPING, AS SPECIRE� IN THE SPECIFICATIONS. THE BRACING �ETAILS, SCHE�ULES AN� NOTES MAY BE USE�, EXCEPT THAT
12. SUPPORTPUMPPERMANUFACTURER'SWRRTENRECOMMEN�ATION. TRANSVERSEBRACINGSHALLBEONEHALFTHESPACINGSHOWNINTHESEISMICRESTRAINTMANUAL.
13. STEELFANBASEBVFANMANUFACTURERWRHFANBASEANCHORE�TOWERTIABASEBELOWR.WERTIABASEANCHORE�TOSTRUCTURE. �' TRANSVERSEBRACINGFORONEPIPESECTIONMAVALSOACTASLONGRU�INALBRACINGFORAPIPESECTIONOFTHESAMESIZE
CONNECTED PERPENDICULAR TO IT IF THE BRACING IS WSTALLED WITHIN P4" OF THE ELBOW OR TEE AND AS LONG AS THE BRACE IS SI2ED
1d. STEELPUMP8ASE8VPUMPMANUFACTURERWITHPUMPBASEANCHORE�AN�GROUTE�TOINERTIA8ASE8ELOWIT.INERTIABASE ASALONGITII�INALBRACE.
ANCHORE�TOSTRUCTURE 8. PIPESONTRAPE2EHANGERSWILLBEBRACE�ASSHOWNINTHESEISMICRESTRAINTMANUALWITHTHESAMERE�UIREMENTSAN�
15. STEELPIIMPBASEBVPIIMPMANIIFACTIIRERWITHPIIMPBASEANCHORE�AN�GROIITE�TOEQIIIPMENTPA�BELOWIT.EQIIIPMENTPA� EXCEPTIONSASSINGLEPIPES.
ANCHORE�TOSTRUQURE. 9. PROVI�EFLEXI8ILITVINJOINTSWHEREPIPESPASSTHROUGHBUIL�INGSEISMICJOINTSORWHERERIGI�LVSUPPORTE�PIPESCONNECTTO
16. AHUROOFCURBFURNISHE�BVAHUMANUFACTURER.AHUISANCHORE�TOTHEROOFCURBAN�THEROOFCUR815ANCHORE�TOTHE EQIIIPMENTWITHVIBRATI0NI50LATORS.
BUIL�ING ROOF STRUCTURE 10. BRANCH LWES MAV NOT BE USE� TO BRACE MAIN LWES.
ii. n aicio PiPiNc sysTEM snnu NOT aE aancEo To oissiMana PnaTs oF mE aui�oiNc oa To Two oissiMana auaoiNc sysTEMs mnT
GENERALNOiESFORSEISMICRESiRAINi50FPIPING OOCiWORKANOCONOOIi MAVRESPON��IFFERENTLV�URINGANEARTHpUAKE.
1. SEISMICRESTRAINTSARERE�UIREDFORPIPING,DUCTWORK,ANDCONDUIT.SPECIFICATIONSECTIONSPROVIDETHECRITERIAFOR �Z, CASTIRONPIPEOFALLTYPESAN�ANYOTHERPIPEJOWE�WITHASHIEL�AN�CLAMPASSEMBLYSHALLBEBRACE�ONEACHSI�EOFA
�ETERMINING THE APPLICATION OF SEISMIC RESTRAINTS TO THIS CONSTRUCTION. CHANGE IN �IRECTION OF 90° OR MORE. RISER JOINTS SHALL 8E BRACE� OR STA8ILIZE� BETWEEN FLOORS.
2. THESE�ETAILS�ONOTAPPLVTOTHEOR�INARVSUPPORTSRE�UIRE�FORGRAVITVLOA�S,THESEAREA��ITIONALRESTRAINTSRE�UIRE� �3. VERTICALRBERSSHALLBELATERALLYSUPPORTE�WITHARISERCLAMPATEACHFLOORFORBUIL�INGSGREATERTHANSIXSTORIES
FOR THE SEISMIC LOA�S. HIGH, ALL RISERS SHALL 8E ENGINEERE� IN�IVI�UALLV.
3. THESECONSTRUCTIONDETAILSAREREPRODUCEDFROMTHESMACNASEISMICRESTRAINTMANUAL. REFERTOTHESMACNASEISMIC GENERALREp01REMENi5FOR00CiWORK
RESTRAINTMANUALFORALTERNATEALLOWABLECONNECTIONS.THETVPICAL�ETAILSSHOWNAREREPRESENTATNESAMPLESOF�ETAILS � gRACEALL�UCTWORKA55PECIFIE�.BRACEFLATOVAL�UCT5INTHESAMEMANNERASRECTANGULAR�UCTS.
FROPdTHESBSMICRESTRAINTMANUALPoRTYPICALLOCATIONSANDTYPICALSTRUCTURES. THEDETAILSSHOWNHEREDONOT
NECESSARILVINCLU�EALLOFTHOSEWHICHWILLBEREpUIRE�FORTHI5CON5TRUCTION.ITISTHECONTRACTOR'SRESPONSI8ILITVTO p, CONTRACTORSHALLIN�ICATEALLBRACINGREQUIRE�ONSHEETMETALSHOP�RAWINGSAN�ALSOSUBMITALLAPPLICABLE�ETAILSIN
PROPERLYAPPLYTHESEISMICRESTRAINTMANUAL.UTILIZETHE�ETAILSAN�TABLESFROMTHELATESTE�RIONOFTHESEISMICRESTRAINT pCCOR�ANCEWITHSPECIFICATI0N5ECTI0N.
MANUAL �URING CONSTRUCTION RATHER THOSE SHOWN ON THIS SHEET.
4. SEISMICRESTRAINTSREQUIRESEISMICRATE�EXPANSIONANCHORSPERSPECIFICATIONSECTION.EXPANSIONANCHORSSHALLBE 3. TRANSVERSEBRACINGSHALLOCCURATTHEIMERVALSPECIFlEDINTHESBSMICRESTRAINTMANUALTABLESORATBOTHENDSIFTHE
PROPERLYSI2EDPERMANUFACTURER'SWRITTENWSTRUCTIONSINREGARDSTOEMBEDMENT,EDGEDISTANCE,ANDSPACING. ��CTISLESSTHANTHESPECIFIE�INTERVAL TRANSVERSEBRACINGSHALLBEWSTALLE�ATEACH�IICTTIIRNAN�ATEACHEN�OFA
�UCT RUN, WRH A MINIMUM OF ONE BRACE AT EACH EN�.
4 LONGRU�INALBRACINGSHALLOCCURATTHEINTERVALSPECIFIE�WSEISMICRESTRAINTMANUALTABLESWRHATLEASTONEBRACEPER
CONCRETE�LT.WT. � � �UCTRUN.TRANSVERSEBRACINGFORONE�UCTSECTIONMAYALSOACTASLONGRU�INALBRACINGFORA�UCTSECTIONCONNECTE�
OR HARDCORK) PERPEN�ICULAR TO IT IF THE BRACING IS WSTALLE� WITHIN TWO TIMES THE �UCT WI�TH OF THE IMERSECTION OF THE �UCTS AN� IF THE
�'�� sancwc is s¢eo Foa rHe �nacea oucr. oucr �owrs Musr coNFoaM ro sMncNn oucr coNsraucnoN srnNonaos.
��� EXPANSIONANCHOR.SEE 5. AGROUPOF�UCTSMAVBECOMBWE�INALARGERFRAMESOTHATTHECOMBWE�WEIGHTSAN��IMENSIONSOFTHE�UCTSARELESS
�� SEISMICRESTRAINMANUAL. THANOREQIIALTOTHEMAXIMIIMWEIGHTAN��IMEN510N50FTHE�IICTFORWHICHBRACING�ETAIL5ARE5ELECTE�.
6. WALLS,INCLU�INGGYPSUMBOARDNONBEARINGPARTITIONS,WHICHHAVEDUCTSRUNNINGTHROUGHTHEMMAVREPLACEATVPICAL
TRANSVERSE BRACE. PROVI�E SOLI� BLOCKING AROIIN� �IICT PENETRATIONS AT ALL STII� WALL CONSTRIICTION.
�-ANGLE �LLH) SEE SEISMIC RESTRAINT
MANUALFORSIZE,BEN�VERTICALLEG ]. UNBRACE��UCTSSHALLBEINSTALLE�WITHA6"MINIMUMCLEARANCETOVERTICALCEILINGHANGERWIRES.
AS REpUIRE� FOR �IAGONAL BRACE.
FLATWASHER .� CONNECTIONTOSUPPORTING �
MACHINEBOLT - I \r� STRUCTURALMEMBER � I �',
SEE SCHE�ULE ��� VERTICAL,�IAGONAL,OR
LONGITU�INALANGLE �ppIA.MIN.
;B��TVPEC,�,BE �
� STEEL BEAPd
P
LUG R
MACHWEBOLT '
ATENDOF -HANGERANGLE
BRACE
,'B�.SVPE A THRII H
1-0i2"MIN. ���-
EXPANSION ANSHORS '
AT CENTER OF RIBS
MACHWE BOLT AT END OF BRACE
WGR
PdACHWEBOLTAT ����
EN� OF BRACE
BRACEANGLE
; A-TVPE F, 0, B H
1-V2" MIN.TVPICAL
STEEL BEAPd
� A��,,iVPE A iHRU H
, Z�. TYPICAL CONNECTIONS TO STRUCTURE
�� -� NO SCALE
: CONCRETE RLL
ON STEEL �ECK
�
LENGTHEN
ANGLEIF
REQII IRE� TO
SPAN
BETWEEN RIBS
c�i�
y c�
o�
�
�.
� �
VERTICAL HANGERS �
HORIZONTALBRACE
C�OFBOLTS=C�OFANGLES
TRANSVERSEBRACE EQUAL
LONGRU�INALBRACEON .
. EACH SIDE OF DUCT :' _
/�QUAL
UIIMFi�Iy
1 MIN
2MAX
1
� 1 MIN
� PMAX
�
� � � �� ll2"CLEAR MAX.
HORIZONTAL BRACE ' SELF-TAPPING SHEET METAL SCREWS
PER SBSMIC RESTRAINT MANUAL.
NOTES.
1. WHENACOMBINATIONOF�UCTSISUSE�WLIEUOFONE�UCT,ATLEAST251�ESOFEACH�UCT
MUST BE CONNECTE� TO VERTICAL OR HORIZONTAL ANGLES AN� THE COMBWE� WEIGHT SHALL
NOT E%CEED THAT GIVEN IN THE TABLE �ADD HOR120NTAL ANGLES IF RE�UIRED�.
2. SEE SEISMIC RESTRAINT MANUAL FOR VERTICAL HANGERS, �IAGONAL AN� HORIZONTAL BRACES,
BOLT SIZE, CONNECTION TO SUPPORTING STRUCTURAL MEMBER, AN� SPACING OF BRACING.
,�3��iTYPICAL SIDE BRACWG FOR RECTANGULAR DUCTS
��-�� NO SCALE
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