HomeMy WebLinkAboutHPE1 - SEISMIC DETAILS AND SCHEDULES���
CENTER OF PERIMETER BAR-
3/d" CHAMFER EDGES-
CONCRETE EdUIPMENT PAD
2
/ " REMFORCING�SEE TABLES)
�
a ° EQ
a O
E�.
m
� � � � BONDINGAGENT�
STRUCTURAL FLOOR SLAB
PLAN NOTES: ON GRADE OR MEfAL DECK
1. SEESPECIFICATIONSSECTION150]1,210548.220548.230548,OR260548FORDEFINITIONOF
SEISMC HAZAR� LEVEL FOR EACH FLOOR OF THE BUIL�ING.
2. PROVI�EBONDMGAGENTT01�0%OFTHECONTACTAREABETWEENTHECONCRETECURBAND
STRUCTURALFLOOR. BONDINGAGENTSHALLBESBRLATEXASMANUFACTUREDBVTHEEUCLID
CHEMICAL WMPANV OR EQUAL. PREPARE SURFACES, MIX, APPLY BON�ING COAT AN� CURE PER
MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS.
3. CURBWI�THTOBEAMINIMUMOFS'LARGERTHANSIZEOFEpUIPMEM(4"MINIMUMEACHSIDE
OF EQUIPMENT TO EDGE OF PA�) WITH EQUIPMENT ANCHORS A MINIMUM OF fi" FROM EDGE OF
PA�. VERIFY EOGE DISTANCE REQUIREMENTS PoR ACTUAL ANCHORS FROM MANUFACTUR'S
WRITTEN LITERATURE.
4. PROVI�E3-012"HEIGHTOFWRBUNLESSIN�ICATE�OTHERW6EONTHE�RAWINGS.
SEISMICHAZAR�LEVELC O
AREA(FTz) REINFORCING MAXIOAD�LB-)
UPT040 6X6W29XW29 8.000
k3 ALONG PERIMETER
41T0100 #3@1YO.CEW. 15,000
k3 ALONG PERIMETER
101T0200 #4@1YO.CEW. 25,000
k4 ALONG PERIMETER
201T0400 #4@1YO.CEW. 50,000
k4 ALONG PERIMETER
SEISMIG HAZAR� LEVEL B O
ARFA�FTz) REINFORCING MAX.LOAD�LB.)
UPT040 #3@�Z�O.GEW. 0.000
k3 ALONG PERIMETER
41T0100 #3@1YO.GEW. 15,000
k3 ALONG PERIMETER
101T0200 #4C°�Z�O.GEW. p5,000
k4 ALONG PERIMETER
201T0400 #4@1YO.GEW. 50,000
k4 ALONG PERIMETER
SEISMIC HAZAR� LEVEL A Ot
AREA�FTz) REINFORQNG MAX.LOA��LB.)
UPT040 #3@12"O.GEW. 0,000
p3 ALONG PERIMETER
#4@12"O.GEW.
4�T��00 paALONGPERIMETER �5,000
101T0200 #5@12'O.C.EW. 25,000
d5 ALONG PERIMETER
#5 @ 12' O.C.E W.
201 T0400 50p�0
d5 ALONG PERIMETER
NOTE:O G.E W. = ON GENTER EAGH WHY
� EQUIPMENT PAD DETAIL
No S�A�E
2p4 CONTINUOUS WITH 9� �EGREE BEND AT CORNERS.
SEALANT CONTINUOUS. APPLY TO
314" CHAMFER EDGES SAME SI�E AS CURBED PERIMETER.
CONCRETECURB Ep �
�'J
1'TYPICAL EQ
STRUCTURAL FLOOR SLAB
O
PwN NOTEs�.
1. PROVI�EBONDINGAGENTT010�%OFTHECONTACTAREABETWEENTHECONCRETECURBAN�
STRUCTURALFLOOR. BON�INGAGENTSHALLBESBRLATEXASMANUFACTURE�BVTHEEUCLID
CHEMICALCOMPANVOREQUAL. PREPARESVRFACES,MIX,APPLVBONDINGCOATANDCUREPER
MANUFACT REF'S WFITTEN INSTALLATI N INSTROCTION .
U 0 5
2. CURBWIDTHTOBEAMINIMUMOF2"LARGERTHANSIZEOFEQUIPMENT(1'MINIMUMEACHSIDE
OF EQUIPMENTTO E�GE OF CURB�. PROVI�E A4" WI�TH MINIMUM UNLESS IN�ICATED
OTHERWISEONTHEDRAWINGS. FINISHCURBSAMEASFLOORFINISH.
3. PROVI�E3-0/YHEIGHTOFCORBUNLESSIN�ICATEDOTHERWISEONTHE�RAWINGS.
RELEA5E0 FOR CONSTRIICTI�N
Su6jec� �o compliance with all regula�ions
of S�a�e antl Local Codes
City of Carmel
`v�a��\i 1�.rvalp/f �.
DATE: 06�Z9I2O
¢p
V �
�E
� c�
o�
xo
r
o �1
� �.
CONNECTION TO SUPPORTING
STRUCTURALMEMBER
TRANSVERSEBRACEJ
1 MIN
2 MAX
1
PIPE HANGER R0� CLIP
CONNECTION TYPE A THRU D
E%PANSION ANCHORS SHOWN
HEREFOREXAMPLE
ADD VERTICAL HANGER FROM
SCHE�ULE WHEN "L" IS
GREATER THAN MAXIMUM
LENGTH PER TABLES IN
SEISMIC RESTRAINT MANUAL.
Gitl�1J�:�P1:1��
¢
c�
0
0
�
4
ADD PIPE SLEEVE THAT HAS AN
INSI�E DIAMETER 1/4"t LARGER
THAN OUTSIDE DIAMTER OF BOLT
PIPE HANGER
NOTES:
1. SEESEISMICRESTRAINTMANUALFORVERTICALHANGERS,DIAGONALBRACES.BOLT
S2ES, CONNECTION TO SUPPORTING STRUCTURE, AND SPAqNG OF BRACES.
2. CABLEBRACINGISALSOACCEPTABLEINACCOROANCEWITHTHESEISMICRESTRAINT
MANUAL
TYPICAL TRANSVERSE BRACING FOR PIPES AND CONDUIT
NO SCALE
CONNECTION TO SUPPORTMG
STRUCTURALMEMBER
HORIZONTAL BRACE -
OF BOLTS = �OF ANGLES
�UCT SIZE
TRANSVERSEBRACE E�UAL
LONGITU�INAL BRACE ON
� . EACHSIDEOFDUCT� -
� 1 MIN �
J 2 MAX
,
1 MIN I
� 2 MAX L
1
� 1/2" CLEAR MAX.
BRACE �SELF-TAPPINGSHEETMETALSCREWS
PER SEISMIC RESTRAINT MANUAL.
�
NOTES:
1. WHENACOMBINATIONOFDUCTSISUSE�INLIEUOFONE�UCTATLEAST251�ESOFEACHDUCT
MUST BE CONNECTE� TO VERTICAL OR HORIZONTAL ANGLES AN� THE W MBINE� WEIGHT SHALL
NOT E%CEED THAT GIVEN IN THE TABLE (ADD HORIZONTAL ANGLES IF REQUIRED).
2. SEESEISMICRESTRAINTMANUALFORVERTICALHANGERS.DIAGONALANDHORIZONTALBRACES.
BOLT SIZE, CONNECTION TO SUPPORTING STRUCTURAL MEMBER, AN� SPACING OF BRAQNG.
� TYPICAL SIDE BRACING FOR RECTANGULAR DUCTS
� NO SCALE
I MACHINE BOLT
1' EN� OF BRA�
ADD VERTICAL HANGER FROM SCHE�ULE WHEN'L"
IS GREATER THAN MAKIMUM LENGTH PER TABLES
IN SEISMIC RESTRAINT MANUAL.
LONGITUDINAL CABLE BRACE �
WASHERTO
R0� AND VERTICAL HANGER
W NCRETE (LT.IM.
OR HARDCORK)
HEA\
ATTACHMENT
3LE BRACING. SEE �ETAILS
tEISMIC RESTRAINT MANUAL.
NOTES:
1. SEE SBSMIC RESTRAINT MANUAL PoR VERTICAL HANGERS, DIAGONAL BRACES, BOLT
SIZES, CONNECTION TO SUPPORTING STRUCTURE, AN� SPACING OF BRACES.
TYPICAL LONGITUDINAL BRACING FOR PIPES AND CONDUIT
NO SCALE
�
w �
or
�rc �
o"
EXPANSION ANCHOR. SEE
SEISMIC RESTRAIN MANUAL.
�ANGLE (LLH) SEE SEISMIC RESTRAINT
MANUAL PoR SIZE, BEND VERTICAL LEG
AS RE�UIRED FOR �IAGONAL BRACE.
MACHINE BOLT FLAT WASHER
SEE SCHEDULE VERTICAL, �IAGONAL, OR
LONGITUDINALANGLE �2pIA.MIN.
/1TVPE C � 8 E
U
a Q '
1-0/2"MIN. . . . �
3LE
WG
MACH WE BOLT AT-
EN� OF BRACE
BRACEANGLE
4
EHPANSION ANSHORS
AT CEMER OF RIBS
MACHINE BOLT AT END OF BRACE
BRACE �
/1TVPE F G.8 H
L^l
1-1f1' MIN. TVPICAL
� STEEL BEAM
nTYP�
� TYPICAL CONNECTIONS TO STRUCTURE
U NO SCALE
CONCRETE FILL
ON STEEL �ECK
\
LENGTHENANGLEIF
R WUIRED TO SPAN
BETWEENRBS
GENERAL NOTES FOR SEISMIC RESTRAINTS OF PIPING. UUGTWORKANO LONUUIT
1. SEISMICRESTRAINTSARERE�UIREDFORPIPING.DUCTWORK,AN�CON�UR. SPEQFICATIONSECTIONSPROVIDETHECRITERIAFOR
�ETERMINING THE APPLICATION OF SEISMIC RESTRAINTS TO THIS CONSTROCTION.
2. THESEDETAILSDONOTAPPLVTOTHEOR�INARYSUPPORTSRE�UIREDPoRGRAVITVLOADS,THESEAREADDITIONALRESTRAINTSRE�UIRED
FOR THE SEISMIC LOADS.
3. THESECONSTRUCTIONDETAILSAREREPRO�UCEDFROMTHESMACNASEISMICRESTRAINTMANUAL REFERTOTHESMACNASEISMIC
RESTRAINT MANUAL PoR ALTERNATE ALLOWABLE WNNECTIONS. THE TYPICAL �EfAILS SHOWN ARE REPRESENTATIVE SAMPLES OF DETAILS
FROM THE SEISMIC RESTRAINT MANUAL FOR TVPICAL LOCATIONS AND TYPICAL STRUCTURES. THE DETAILS SHOWN HERE �0 NOT NECESSARILV
INCLU�E ALL OF THOSE WHICH WILL BE REpUIRE� FOR THIS CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITV TO PROPERLY APPLY
THESBSMICRESTRAINTMANUAL. UTILIZETHE�ETAILSANDTABLESFROMTHENTESTE�ITIONOFTHESEISMICRESTRAINTMANUAL�URING
CONSTRUCTION RATHER THOSE SHOWN ON THIS SHEET.
4. SEISMIC RESTRAWTS REQUIRE SEISMIC RATE� EXPANSION ANCHORS PER SPEQFICATION SECTION. E%PANSION ANCHORS SHALL BE PROPERLV
SIZED PER MANUFACTURER'S WRITTEN INSTRUCTIONS IN REGAR�S TO EMBEDMENT, EDGE �ISTANCE, AND SPAQNG.
GENERAL RE�UIREMENTS FOR CONNELTIONS TO STRUCTURE
1. COLD-FORMEDANGLESSHALLCONFORMTOTHEMATERIALANDIDENTIFICATIONREQUIREMENTSOFTHELATEST'SPEQFICATIONSFORTHE
�ESIGN OF COL�-FORMED STEEL STRUCTURAL MEMBERS" OF THE AMERICAN IRON AN� STEEL INSTITUTE WITH A MINIMUM Fy = 33 K51 AND A
MINIMUM W =38 KSI.
2. THEUNCOATEDMINIMUMSTEELTHICKNESSOFTHECOLD-FORME�PRODUCTASDELIVEREDTOTHEJOBSRESHALLNOTATANVLOCATIONBE
LE55 THAN 95 PERCENT OF THE STAN�AR� SHEET METAL GAGES. THE THICKNESS MAV BE LESS AT BEN�S AFTER COLD�FORMING.
3. HOT-ROLLE�SHAPESANDPLATESSHALLCONFORMTOASTMA36. PIPESUSE�ASBRACESSHALLBESTANDAR�STEELPIPESASTMA1200RA53.
d. CABLES SHALL BE WIRE�CORE WITH A MINIMUM BREAKING STRENGTH NOTE� IN THE SEISMIC RESTRAWT MANUAL CABLE SHALL BE➢NGCOATED
TO A MINIMUM OF 040UNCESISQUARE FOOT OR STAWLE55 STEEL PER ASTM A30h. TIGHTEN CABLE ONLV TO REMOVE EHCESSNE SLACK.
5. USEEITHERCABLEORSOLIDBRACINGPoRALLSITUATIONS. DONOTMIXBRAQNGTVPESINTHESAMEDIRECTION.
6. BOLTSSHALLCONFORMTOASTMA3W. BOLTHOLESSHALLBEili6"LARGERTHANTHEBOLT�IAMETERUNLESSNOTE�OTHERWISE.
]. EXPANSIONANCMORSSHALLHAVELOCALGOVERNINGJURIS�ICTION-APPROVE�VAWESEOUALTOORGREATERTHANBOTHTHESHEARAND
TENSIONCAPACITIESLISTEDINTHESEISMICRESTRAINTMANUAL CAST-IN�PLACECONCRETEINSERTSMAYREPLACEEXPANSIONANCHORS
WHERE THE APPROVED LOA�S ARE EQUAL TO OR GREATER THAN THE VAW ES FOR THE SPECIFIED E%PANSION ANCHORS.
0. WEL�INGSHALLCONFORMTOAWSDI.IAN�SHALLUSEEITHERTHESMELDE�ORSUBMERGEDARCMETHO�S.UTILIZEE�OELECTRO�ES.
9. ROPRIETARYCONNECTORSMAYBEUSEDWHERETHEIRRESEARCHREPORTAPPROVEDVALUESAREGREATERTHANTHOSEINDICATEDBVTHE
SCHE�ULES AN� DETAILS IN THE SEISMIC RESTRAINT MANUAL.
10. �O NOT WELD TO GALVANRED STEEL.
GENERAL REOUIREMENTS FOR PIPING AND CONDUIT
1. BRACEPIPINGAN�CON�OITASSPECIFIEDINSPECIFICATIONSECTIONS.
2. CONTRACTORSHALLINDICATEALLBRACINGREQUIREDONSUBMITTALDRAWINGSAN�ALSOSUBMITALLAPPLICABLEDETAILSINACCOR�ANCE
WITH SPEQFICATION SECTIONS.
3. ALLRUNSWILLHAVEAMINIMUMOFTINOTRANSVERSEBRACESAN�ONELONGITU�INALBRACE. ARUNISDEFINE�ASALENGTHOFPIPEOR�UCT
WITHOUT ANY CHANGE IN DIRECTION EXCEPT AS ALLOWE� BY OFFSETS.
d. TRANSVERSEBRACINGSHALLBEATaOFEETMA%IMUMEXCEPTWHEREALESSERSPAQNGISINDICATEDINTHESEISMICRESTRAINTMANUAL.
fl LONGITU�INALBRACINGSHALLBEAT80FEETMAXIMUME%CEPTWHEREALESSERSPACINGISIN�ICATE�INTHESEISMICRESTRAINTMANUAL 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 E%PANSION LOOP�. AN ANCHOR POINT MAV BE USE� AS THE SPECIFIED LONGITU�INAL BRACE PROVIDED THAT IT
HAS A CAPACITY WUAL TO OR GREATER THAN A LONGITU�INAL BRACE THE LONGITUDINAL BRACES AN� CONNECTIONS MUST BE CAPABLE OR
RESISTIN6 THE A��ITIONAL PoRCE INDUCED BY EXPANSION AND CONTRACTION.
6. FORALLGASPIPING,ASSPECIFIE�INTHESPECIFICATIONS.THEBRAQNGDETAILS,SCHEDULESANDNOTESMAYBEUSED,EXCEPTTHAT
TRANSVERSE BRACING SHALL BE ONE HALF THE SPACING SHOWN IN THE SEISMIC RESTRAINT MANUAL.
]. TRANSVERSEBRACINGPoRONEPIPESECTIONMAYALSOACTASLONGITUDINALBRAQNGFORAPIPESECTIONOFTHESAMESIZECONNECTED
PERPENDICULAR TO IT IF THE BRACING IS INSTALLED WITHIN 24" OF THE ELBOW OR TEE AND AS LONG AS THE BRACE IS SIZED AS A LONGITUDINAL
BRACE.
0. PIPEONTRAPEZEHANGERSWILLBEBRACEDASSHOWNINTHESEISMICRESTRAINTMANUALWITHTHESAMEREQUIREMENTSANDE%CEPTIONSAS
SINGLE PIPES.
9. PROVI�EFLEXIBILITYINJOINTSWHEREPIPESPASSTHROUGHBWL�INGSEISMICJOINTSORWHERERIGI�LYSUPPORTE�PIPESCONNECTTO
EQUIPMENT WITH VIBRATION ISOLATORS.
W. BRANCH LINES MAV NOT BE USED TO BRAGE MAM LINES.
11. ARIGIDPIPINGSYSTEMSHALLNOTBEBRACE�TO�ISSIMILARPARTSOFTHEBUIL�INGORTOTWODISSIMILARBUILDINGSVSTEMSTHATMAV
RESPOND DIFFERENTLV DURING AN EARTH�UAKE.
12 CASTIRONPIPEOFALLTYPESAN�ANYOTHERPIPEJOINE�WITHASHIEL�ANDCIAMPA55EMBLYSHALLBEBRACE�ONEACH51�E0FACHANGE
IN�IRECTIONOF90�ORMORE. RISERJOINTSSHALLBEBRACE�ORSTABILRE�BETWEENFLOORS.
13. VERTICALRISERSSHALLBELATERALLYSUPPORTEDWITHARISERCLAMPATEACHFLOOR PoRBUILDINGSGREATERTHANSIXSTOPoESHIGH,ALL
RISERS SHALL BE ENGINEERE� IN�IVI�UALLV.
GENERAL REOUIREMENTS FOR DUCPNORK
1. BRACEALL�UCTWORKASSPECIFIED. BRACEFLATOVAL�UCTSINTHESAMEMANNERASRECTANGULAR�UCTS.
2. CONTRACTORSHALLINDICATEALLBRACINGREQUIREDONSHEETMETALSHOPDRAWMGSANDALSOSUBMITALLAPPLICABLEDETAILSIN
ACCORDANCE WITH SPEQFICATION SECTION.
TRANSVERSE BRACING SHALL OCCUR AT THE INTERVAL SPEQFIED W THE SEISMIC RESTRAINT MANUAL TABLES OR AT BOTH EN�S IF THE �OCT IS
LESS THAN THE SPEQRED IMERVAL. TRANSVERSE BRACING SHALL BE INSTALLED AT EACH �UCT TURN AND AT EACH EN� OF A DUCT RUN, WITH A
MINIMUM OF ONE BRACE AT EACH EN�.
3. LONGITU�INALBRACINGSHALLOCCURATTHEINTERVALSPECIFIEDINSEISMICRESTRAINTMANUALTABLESWITHATLFASTONEBRACEPERDUCT
RUN. TRANSVERSE BRAQNG FOR ONE DUCT SECTION MAY ALSO ACT AS LONGITUDINAL BRAqNG PoR A DUCT SECTION CONNECTED PERPENDIW LAR
TO R IF THE BRAQNG IS INSTALLE� WITHM TWO TIMES THE �I1CT WI�TH OF THE INTERSECTION OF THE �OCTS AND IF THE BRAQNG IS SIZE� FOR
THE LARGER �UCT. �UCT JOINTS MUST CONFORM TO SMACNA �UCT CONSTRUCTION STANDAR�S.
A GROUP OF DUCTS MAY BE COMBWED IN A LARGER FRAME SO THAT THE COMBINED WEIGHTS AND DIMENSIONS OF THE DUCTS ARE LESS THAN OR
EpUAL TO THE MA%IMUM WEIGHT AN� DIMENSIONS OF THE �UCT FOR WHICH BRACING �ETAILS ARE SELECTED.
4. WALLS, INCLU�ING GYPSUM BOAR� NONBEARING PARTITIONS, WMICH HAVE �UCTS RUNNING THROUGH THEM MAY REPLACE ATYPICALTRANSVERSE
BRACE PROVIDE SOLID BLOCKING AROVND DUCT PENETRATIONS AT ALL STUD WALL CONSTRUCTION.
5. ONBRACED �UCTS SHALL BE INSTALLE� WITH A 6" MINIMUM CLFARANCE TO VERTICAL CEILING HANGER WIRES.
T
PROVI�ETRANSVERSE 'TA"CANBEUSE�AS
BRACEATLAST LONGITU�INALBRACEFORRUN"B" -
VERTICALSUPPORT AND"TB"ASLONGITU�INALBRACE
FORRUN"A'WHEN'D"ISQA'FOR p
PIPES AN� �48" FOR �UCTS
TA
� RUN•6• L �
T T T T TB
D
MANIMUMSPAqNGFOR
LONGITUDINAL BRACES
MA%IMUM SPACING FOR
TRANSVERSE BRACES TYPICAL
I'T" - INDICATES TRANSVERSE BRACING - i 50LI� BRACE 0R 2 0PPO51NG CABLES.
"L" - IN�ICATES LONGITUDINAL BRACING -1 SOLID BRACE OR 2 OPPOSING CABLES.
NOTES.
SEE THE SEISMIC RESTRAINT MANUAL FOR INSTRUCTIONS
FOR BRAQNG IN�IVI�UALLY SUPPORTE� PIPE.
�TYPICAL LOCATIONS OF BRACING
� NOSCALE
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SfAIE OF
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PE11800348
STATE OF
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REVISIONS
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SEISMIC
DETAILS AND
SCHEDULES
HPE1
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