VISR Standard Details - TOC
VISR-SD
File No: T-VISR-SD-001
Date: 6-Mar-2014
Supersedes: New
Date: New
VISRStandardDetails:TableofContents
TableofContents................................................................................................................................................................1,2
(EF)EquipmentͲFloor.................................................................................................................................................................
VISRͲEFͲ101ͲTank............................................................................................................................... ........................................3
VISRͲEFͲ102–WaterHeater............................................................................................................................... ........................4
VISRͲEFͲ103ͲAHU............................................................................................................................... .........................................5
VISRͲEFͲ104ͲChiller............................................................................................................................... ......................................6
VISRͲEFͲ105–EndͲSuctionPump............................................................................................................................... ..................7
VISRͲEFͲ106–InlinePump............................................................................................................................... ............................8
VISRͲEFͲ107–FloorMtd.Equip.(Generic)...................................................................................................................... .............9
VISRͲEFͲ108–GenSet............................................................................................................................... .................................10
VISRͲEFͲ109–HeatExchanger............................................................................................................................... ....................11
VISRͲEFͲ110–CoolingTower............................................................................................................................... ......................12
VISRͲEFͲ111–AirCompressor............................................................................................................................... ....................13
VISRͲEFͲ112–VacuumPump............................................................................................................................... ......................14
VISRͲEFͲ113ͲTransformer............................................................................................................................... ..........................15
VISRͲEFͲ114–DoubleSuctionPump........................................................................................................................... ...............16
(ER)EquipmentͲRoof..................................................................................................................................................................
VISRͲERͲ101–CoolingTower............................................................................................................................... ......................17
VISRͲERͲ102–RTUwithVCR............................................................................................................................... .......................18
VISRͲERͲ103–Fans............................................................................................................................... .....................................19
VISRͲERͲ104–AirCooledChiller............................................................................................................................... .................20
VISRͲERͲ105–CondensingUnit............................................................................................................................... ..................21
(ES)EquipmentͲSuspended........................................................................................................................................................
VISRͲESͲ101–SuspendedEquipment(Generic)........................................................................................................................ 22
VISRͲESͲ102–InlinePump............................................................................................................................... ..........................23
VISRͲESͲ103–AxialFan............................................................................................................................... ...............................24
VISRͲESͲ104–AirSeparator............................................................................................................................... ........................25
VISRͲESͲ105–ChilledBeam............................................................................................................................... ........................26
VISRͲESͲ106–UnitHeater............................................................................................................................... ..........................27
VISRͲESͲ107–KitchenHood............................................................................................................................... .......................28
(EW)EquipmentͲWall.................................................................................................................................................................
VISR Standard Details - TOC
VISR-SD
File No: T-VISR-SD-001
Date: 6-Mar-2014
Supersedes: New
Date: New
VISRͲEWͲ101–PanelBoard............................................................................................................................... ........................29
VISRͲEWͲ102–Exp.Tank(small)............................................................................................................................... .................30
(PF)PipeFloor............................................................................................................................................................................
VISRͲPFͲ101–PipeRiser(spring)............................................................................................................................... ................31
VISRͲPFͲ102–PipeRiser(pad)............................................................................................................................... ....................32
VISRͲPFͲ103–PipeRiser(pad)............................................................................................................................... ....................33
(PR)PipeRoof............................................................................................................................................................................
VISRͲPRͲ101............................................................................................................................... ................................................34
(DR)DuctRoof...........................................................................................................................................................................
VISRͲDRͲ101............................................................................................................................... ................................................35
(PS)PipeSuspended...................................................................................................................................................................
VISRͲPSͲ101............................................................................................................................... ................................................36
(DS)DuctͲSuspended..................................................................................................................................................................
VISRͲDSͲ101............................................................................................................................... ................................................37
Disclaimers,Assumptions&DirectiveStatements………………………………………………………………………………………………………..……..38 TANK
RESTRAINT BRACKET
FASTENED TO TANK SKIRT.
V-A TYPE SRB
ANCHOR PER SEISMIC
CALCULATION
ELEVATION VIEW
HOUSEKEEPING PAD
TO BE DOWELED TO
THE STRUCTURE AND
SIZED TO ACCEPT
SEISMIC ANCHORAGE
120°
PLAN VIEW
NOTES:
1. ALL PRODUCT SIZES AND CAPACITIES TO BE DETERMINED AFTER EQUIPMENT IS APPROVED AND CALCULATIONS HAVE BEEN PERFORMED.
2. REFERENCE PRODUCT DATA SHEETS FOR ADDITIONAL INFORMATION.
SEISMIC BRACING - FLOOR MOUNTED TANK
DATE
DRAWING NO.
4/29/2014
REV. NO.
VISR-EF-101
1
WH
STRUT STAND. ALL
CONNECTIONS MADE
WITH A307 BOLTS MIN.
ANCHOR STRUT TO
STRUCTURAL WALL PER
SEISMIC CALCULATION
STRAP
WH
STRAP
STRUT
2/3 HT. MIN.
2/3 HT. MIN.
ANCHOR PER SEISMIC
CALCULATION
ELEVATION VIEW
ELEVATION VIEW
CROSS BRACE @
35°-55° ANGLE
STRAP TO WRAP
AROUND TANK
STRAP TO WRAP
AROUND TANK
KICKER @ 35°-55°
ANGLE TO SLAB
PLAN VIEW
OPTION #1 - WALL ATTACHMENT
PLAN VIEW
OPTION #2 - STAND ATTACHMENT
NOTES:
1. THESE OPTIONS MAY REQUIRE ADDITIONAL BRACING FOR SEISMIC FORCES (Fp) GREATER THAN 500 LBS.
2. ALL PRODUCT SIZES AND CAPACITIES TO BE DETERMINED AFTER EQUIPMENT IS APPROVED AND CALCULATIONS HAVE BEEN PERFORMED.
3. REFERENCE PRODUCT DATA SHEETS FOR ADDITIONAL INFORMATION.
SEISMIC BRACING - FLOOR MOUNTED WATER HEATER
DATE
DRAWING NO.
4/29/2014
REV. NO.
VISR-EF-102
1
ELEVATION VIEW
RESTRAINT BRACKET
FASTENED TO AHU BASE.
V-A TYPE SRB WITH
GROMMET WASHER
ANCHOR PER SEISMIC
CALCULATION
FLEXIBLE
CONNECTOR AT ALL
PIPING CONNECTIONS
HOUSEKEEPING PAD
TO BE DOWELED TO
THE STRUCTURE AND
SIZED TO ACCEPT
SEISMIC ANCHORAGE
NEOPRENE PAD.
V-A TYPE NSN
END VIEW
NOTES:
1. ALL PRODUCT QUANTITIES, SIZES AND CAPACITIES TO BE DETERMINED AFTER EQUIPMENT IS APPROVED AND CALCULATIONS HAVE BEEN PERFORMED.
2. REFERENCE PRODUCT DATA SHEETS FOR ADDITIONAL INFORMATION.
VIBRATION & SEISMIC CONTROL - FLOOR MOUNTED AHU
DATE
DRAWING NO.
4/29/2014
REV. NO.
VISR-EF-103
1
FLEXIBLE
CONNECTOR AT ALL
PIPING CONNECTIONS
FLEXIBLE
CONNECTOR AT
PIPING CONNECTIONS
ELEVATION VIEW
ELEVATION VIEW
ANCHOR PER SEISMIC
CALCULATION WITH
RUBBER GROMMET
RESTRAINED SPRING ISOLATOR.
V-A TYPE CSR/SCSR
NEOPRENE PAD.
V-A TYPE NSN
ANCHOR PER SEISMIC
CALCULATION
HOUSEKEEPING PAD TO BE
DOWELED TO THE STRUCTURE
AND SIZED TO ACCEPT SEISMIC
ANCHORAGE
HOUSEKEEPING PAD TO BE
DOWELED TO THE STRUCTURE
AND SIZED TO ACCEPT SEISMIC
ANCHORAGE
END VIEW
OPTION #1 - NEOPRENE PAD ISOLATORS (GRADE)
END VIEW
OPTION #2 - SPRING ISOLATORS (UPPER FLOORS)
NOTES:
1. ALL PRODUCT QUANTITIES, SIZES AND CAPACITIES TO BE DETERMINED AFTER EQUIPMENT IS APPROVED AND CALCULATIONS HAVE BEEN PERFORMED.
2. REFERENCE PRODUCT DATA SHEETS FOR ADDITIONAL INFORMATION.
VIBRATION & SEISMIC CONTROL - FLOOR MOUNTED CHILLER
DATE
DRAWING NO.
4/29/2014
REV. NO.
VISR-EF-104
1
DOUBLE SPHERE NEOPRENE FLEX
CONNECTOR WITH CONTROL
UNITS. V-A TYPE NNDCU
ANCHOR AND RUBBER WASHER
WHEN SEISMIC RESTRAINT IS
REQ'D PER CALCULATION
NEOPRENE PAD.
V-A TYPE NSN
OPTION #1 - NEOPRENE PAD ISOLATORS (GRADE)
DOUBLE SPHERE NEOPRENE FLEX
CONNECTOR WITH CONTROL
UNITS. V-A TYPE NNDCU
CONCRETE INERTIA BASE
V-A TYPE CIB
OPEN SPRING ISOLATOR
V-A TYPE FS
OPTION #2 - SPRING ISOLATORS (UPPER FLOORS)
DOUBLE SPHERE NEOPRENE FLEX
CONNECTOR WITH CONTROL
UNITS. V-A TYPE NNDCU
ANCHOR PUMP TO BASE
CONCRETE INERTIA BASE
V-A TYPE CIB
SEISMIC SPRING ISOLATOR
V-A TYPE SFS
HOUSEKEEPING PAD TO BE
DOWELED TO THE STRUCTURE
AND SIZED TO ACCEPT SEISMIC
ANCHORAGE
OPTION #3 - SEISMIC SPRING ISOLATORS (UPPER FLOORS)
NOTES:
1. ALL PRODUCT QUANTITIES, SIZES AND CAPACITIES TO BE DETERMINED AFTER EQUIPMENT IS APPROVED AND CALCULATIONS HAVE BEEN PERFORMED.
2. REFERENCE PRODUCT DATA SHEETS FOR ADDITIONAL INFORMATION.
VIBRATION & SEISMIC CONTROL - END SUCTION PUMPS
DATE
DRAWING NO.
4/29/2014
REV. NO.
VISR-EF-105
1
DOUBLE SPHERE NEOPRENE FLEX
CONNECTOR WITH CONTROL
UNITS. V-A TYPE NNDCU
PUMP STAND
V-A TYPE SIPS
ANCHOR AND RUBBER WASHER
WHEN SEISMIC RESTRAINT IS
REQ'D PER CALCULATION
NEOPRENE PAD
V-A TYPE NSN
OPTION #1 - NEOPRENE PAD ISOLATORS (GRADE)
DOUBLE SPHERE NEOPRENE FLEX
CONNECTOR WITH CONTROL
UNITS. V-A TYPE NNDCU
PUMP STAND
V-A TYPE SIPS
CONCRETE INERTIA BASE
V-A TYPE CIB
OPEN SPRING ISOLATOR
V-A TYPE FS
OPTION #2 - SPRING ISOLATORS (UPPER FLOORS)
DOUBLE SPHERE NEOPRENE FLEX
CONNECTOR WITH CONTROL
UNITS. V-A TYPE NNDCU
PUMP STAND
V-A TYPE SIPS
CONCRETE INERTIA BASE
V-A TYPE CIB
SEISMIC SPRING ISOLATOR
V-A TYPE SFS
HOUSEKEEPING PAD TO BE
DOWELED TO THE STRUCTURE
AND SIZED TO ACCEPT SEISMIC
ANCHORAGE
OPTION #3 - SEISMIC SPRING ISOLATORS (UPPER FLOORS)
NOTES:
1. ALL PRODUCT QUANTITIES, SIZES AND CAPACITIES TO BE DETERMINED AFTER EQUIPMENT IS APPROVED AND CALCULATIONS HAVE BEEN PERFORMED.
2. REFERENCE PRODUCT DATA SHEETS FOR ADDITIONAL INFORMATION.
VIBRATION & SEISMIC CONTROL - INLINE PUMPS
DATE
DRAWING NO.
4/29/2014
REV. NO.
VISR-EF-106
1
ELEVATION VIEW
RESTRAINT BRACKET FASTENED TO
UNIT BASE. V-A TYPE SRB WITH
GROMMET WASHER.
NOTE: RESTRAINT BRACKETS MAY
NOT BE REQUIRED IF FACTORY
MOUNTING HOLES ARE AVAILABLE
AND ARE ADEQUATE.
ANCHOR PER SEISMIC
CALCULATION
HOUSEKEEPING PAD
TO BE DOWELED TO
THE STRUCTURE AND
SIZED TO ACCEPT
SEISMIC ANCHORAGE
END VIEW
NOTES:
1. ALL PRODUCT QUANTITIES, SIZES AND CAPACITIES TO BE DETERMINED AFTER EQUIPMENT IS APPROVED AND CALCULATIONS HAVE BEEN PERFORMED.
2. REFERENCE PRODUCT DATA SHEETS FOR ADDITIONAL INFORMATION.
SEISMIC RESTRAINT - FLOOR MOUNTED EQUIPMENT
DATE
DRAWING NO.
4/29/2014
REV. NO.
VISR-EF-107
1
ELEVATION VIEW
ELEVATION VIEW
ANCHOR PER SEISMIC
CALCULATION WITH
RUBBER GROMMET
RESTRAINED SPRING ISOLATOR.
V-A TYPE CSR/SCSR
NEOPRENE PAD.
V-A TYPE NSN
ANCHOR PER SEISMIC
CALCULATION
HOUSEKEEPING PAD TO BE
DOWELED TO THE STRUCTURE
AND SIZED TO ACCEPT SEISMIC
ANCHORAGE
HOUSEKEEPING PAD TO BE
DOWELED TO THE STRUCTURE
AND SIZED TO ACCEPT SEISMIC
ANCHORAGE
END VIEW
OPTION #1 - NEOPRENE PAD ISOLATORS (GRADE)
END VIEW
OPTION #2 - SPRING ISOLATORS (ABOVE FLOORS)
NOTES:
1. ALL PRODUCT QUANTITIES, SIZES AND CAPACITIES TO BE DETERMINED AFTER EQUIPMENT IS APPROVED AND CALCULATIONS HAVE BEEN PERFORMED.
2. REFERENCE PRODUCT DATA SHEETS FOR ADDITIONAL INFORMATION.
VIBRATION & SEISMIC CONTROL - GENSET
DATE
DRAWING NO.
4/29/2014
REV. NO.
VISR-EF-108
1
ANCHOR PER SEISMIC
CALCULATION
ANCHOR PER SEISMIC
CALCULATION
ELEVATION VIEW
ELEVATION VIEW
STAND BY OTHERS
HOUSEKEEPING PAD TO BE
DOWELED TO THE STRUCTURE
AND SIZED TO ACCEPT SEISMIC
ANCHORAGE
HOUSEKEEPING PAD TO BE
DOWELED TO THE
STRUCTURE AND SIZED TO
ACCEPT SEISMIC ANCHORAGE
END VIEW
END VIEW
PLATE & FRAME
SHELL &TUBE
NOTES:
1. ALL PRODUCT QUANTITIES, SIZES AND CAPACITIES TO BE DETERMINED AFTER EQUIPMENT IS APPROVED AND CALCULATIONS HAVE BEEN PERFORMED.
2. REFERENCE PRODUCT DATA SHEETS FOR ADDITIONAL INFORMATION.
VIBRATION & SEISMIC CONTROL - HEAT EXCHANGER
DATE
DRAWING NO.
4/29/2014
REV. NO.
VISR-EF-109
1
ANCHOR PER SEISMIC
CALCULATION WITH
RUBBER GROMMET
NEOPRENE PAD.
V-A TYPE NSN
HOUSEKEEPING PAD TO BE
DOWELED TO THE STRUCTURE
AND SIZED TO ACCEPT
SEISMIC/WIND ANCHORAGE
ELEVATION VIEW
FLEXIBLE
CONNECTOR AT ALL
PIPING CONNECTIONS
END VIEW
NOTES:
1. ALL PRODUCT QUANTITIES, SIZES AND CAPACITIES TO BE DETERMINED AFTER EQUIPMENT IS APPROVED AND CALCULATIONS HAVE BEEN PERFORMED.
2. REFERENCE PRODUCT DATA SHEETS FOR ADDITIONAL INFORMATION.
VIBRATION & SEISMIC CONTROL - COOLING TOWER
DATE
DRAWING NO.
4/29/2014
REV. NO.
VISR-EF-110
1
FLEXIBLE CONNECTOR
ANCHOR AND RUBBER WASHER
WHEN SEISMIC RESTRAINT IS
REQ'D PER CALCULATION
NEOPRENE PAD.
V-A TYPE NSN
HOUSEKEEPING PAD TO BE
DOWELED TO THE STRUCTURE
AND SIZED TO ACCEPT SEISMIC
ANCHORAGE
OPTION #1 - NEOPRENE PAD ISOLATORS (GRADE)
FLEXIBLE CONNECTOR
CONCRETE INERTIA BASE
V-A TYPE CIB
OPEN SPRING ISOLATOR
V-A TYPE FS
OPTION #2 - SPRING ISOLATORS (UPPER FLOORS)
FLEXIBLE CONNECTOR
CONCRETE INERTIA BASE
V-A TYPE CIB
SEISMIC SPRING ISOLATOR
V-A TYPE SFS
HOUSEKEEPING PAD TO BE
DOWELED TO THE STRUCTURE
AND SIZED TO ACCEPT SEISMIC
ANCHORAGE
OPTION #3 - SEISMIC SPRING ISOLATORS (UPPER FLOORS)
NOTES:
1. ALL PRODUCT SIZES AND CAPACITIES TO BE DETERMINED AFTER EQUIPMENT IS APPROVED AND CALCULATIONS HAVE BEEN PERFORMED.
2. REFERENCE PRODUCT DATA SHEETS FOR ADDITIONAL INFORMATION.
3. ANY PIPING CONNECTIONS SHALL BE MADE WITH FLEXIBLE HOSES WITH SUFFICIENT CAPACITY FOR DIFFERENTIAL MOVEMENT.
VIBRATION & SEISMIC CONTROL - AIR COMPRESSOR
DATE
DRAWING NO.
4/29/2014
REV. NO.
VISR-EF-111
1
ANCHOR AND RUBBER WASHER
WHEN SEISMIC RESTRAINT IS
REQ'D PER CALCULATION
NEOPRENE PAD.
V-A TYPE NSN
HOUSEKEEPING PAD TO BE
DOWELED TO THE STRUCTURE
AND SIZED TO ACCEPT SEISMIC
ANCHORAGE
OPTION #1 - NEOPRENE PAD ISOLATORS (GRADE)
CONCRETE INERTIA BASE
V-A TYPE CIB
OPEN SPRING ISOLATOR
V-A TYPE FS
OPTION #2 - SPRING ISOLATORS (UPPER FLOORS)
CONCRETE INERTIA BASE
V-A TYPE CIB
SEISMIC SPRING ISOLATOR
V-A TYPE SFS
HOUSEKEEPING PAD TO BE
DOWELED TO THE STRUCTURE
AND SIZED TO ACCEPT SEISMIC
ANCHORAGE
OPTION #3 - SEISMIC SPRING ISOLATORS (UPPER FLOORS)
NOTES:
1. ALL PRODUCT SIZES AND CAPACITIES TO BE DETERMINED AFTER EQUIPMENT IS APPROVED AND CALCULATIONS HAVE BEEN PERFORMED.
2. REFERENCE PRODUCT DATA SHEETS FOR ADDITIONAL INFORMATION.
3. ANY PIPING CONNECTIONS SHALL BE MADE WITH FLEXIBLE HOSES WITH SUFFICIENT CAPACITY FOR DIFFERENTIAL MOVEMENT.
VIBRATION & SEISMIC CONTROL - VACUUM PUMP
DATE
DRAWING NO.
4/29/2014
REV. NO.
VISR-EF-112
1
ELEVATION VIEW
ANCHOR AND RUBBER WASHER
WHEN SEISMIC RESTRAINT IS
REQ'D PER CALCULATION
NEOPRENE PAD.
V-A TYPE NSN
HOUSEKEEPING PAD TO BE
DOWELED TO THE STRUCTURE
AND SIZED TO ACCEPT SEISMIC
ANCHORAGE
END VIEW
NOTES:
1. ALL PRODUCT SIZES AND CAPACITIES TO BE DETERMINED AFTER EQUIPMENT IS APPROVED AND CALCULATIONS HAVE BEEN PERFORMED.
2. REFERENCE PRODUCT DATA SHEETS FOR ADDITIONAL INFORMATION.
3. ANY CONDUIT CONNECTIONS SHALL BE MADE WITH FLEXIBLE HOSES WITH SUFFICIENT CAPACITY FOR DIFFERENTIAL MOVEMENT.
VIBRATION & SEISMIC CONTROL - TRANSFORMER
DATE
DRAWING NO.
4/29/2014
REV. NO.
VISR-EF-113
1
DOUBLE SPHERE NEOPRENE FLEX
CONNECTOR WITH CONTROL
UNITS. V-A TYPE NNDCU
ANCHOR AND RUBBER WASHER
WHEN SEISMIC RESTRAINT IS
REQ'D PER CALCULATION
NEOPRENE PAD.
V-A TYPE NSN
END VIEW
ELEVATION VIEW
OPTION #1 - NEOPRENE PAD ISOLATORS (GRADE)
DOUBLE SPHERE NEOPRENE FLEX
CONNECTOR WITH CONTROL
UNITS. V-A TYPE NNDCU
CONCRETE INERTIA BASE
V-A TYPE CIB
OPEN SPRING ISOLATOR
V-A TYPE FS
HOUSEKEEPING PAD
END VIEW
ELEVATION VIEW
OPTION #2 - SPRING ISOLATORS (UPPER FLOORS)
DOUBLE SPHERE NEOPRENE FLEX
CONNECTOR WITH CONTROL
UNITS. V-A TYPE NNDCU
ANCHOR PUMP TO BASE
CONCRETE INERTIA BASE
V-A TYPE CIB
SEISMIC SPRING ISOLATOR
V-A TYPE SFS
HOUSEKEEPING PAD TO BE
DOWELED TO THE STRUCTURE
AND SIZED TO ACCEPT SEISMIC
ANCHORAGE
END VIEW
ELEVATION VIEW
OPTION #3 - SEISMIC SPRING ISOLATORS (UPPER FLOORS)
NOTES:
1. ALL PRODUCT QUANTITIES, SIZES AND CAPACITIES TO BE DETERMINED AFTER EQUIPMENT IS APPROVED AND CALCULATIONS HAVE BEEN PERFORMED.
2. REFERENCE PRODUCT DATA SHEETS FOR ADDITIONAL INFORMATION.
VIBRATION & SEISMIC CONTROL - DOUBLE SUCTION PUMPS
DATE
DRAWING NO.
4/29/2014
REV. NO.
VISR-EF-114
1
RESTRAINED SPRING ISOLATOR.
V-A TYPE CSR/SCSR
BOLT OR WELD ISOLATOR TO
STEEL PER SEISMIC/WIND
CALCULATION
ANCHOR ISOLATOR TO
CONCRETE PER SEISMIC/WIND
CALCULATION
CONCRETE STRUCTURE
STEEL STRUCTURE TO BE SIZED
TO ACCEPT SEISMIC/WIND LOADS
AND ANCHORAGE. BY OTHERS.
ELEVATION VIEW
FLEXIBLE
CONNECTOR AT ALL
PIPING CONNECTIONS
FASTENED UNIT TO STEEL BASE
PER SEISMIC/WIND CALCULATION
CONCRETE PIERS TO BE SIZED
TO ACCEPT SEISMIC/WIND
LOADS AND ANCHORAGE. BY
OTHERS
FULL PERIMETER STEEL BASE FOR
SEISMIC/WIND LOADS. V-A TYPE SB
END VIEW
NOTES:
1. ALL PRODUCT QUANTITIES, SIZES AND CAPACITIES TO BE DETERMINED AFTER EQUIPMENT IS APPROVED AND CALCULATIONS HAVE BEEN PERFORMED.
2. REFERENCE PRODUCT DATA SHEETS FOR ADDITIONAL INFORMATION.
3. FLEX CONNECTIONS ARE REQUIRED ON ATTACHED PIPING. NOT SHOWN.
VIBRATION & SEISMIC CONTROL - COOLING TOWER
DATE
DRAWING NO.
4/29/2014
REV. NO.
VISR-ER-101
1
SEISMIC/WIND RATED SPRING
ISOLATION CURB
V-A TYPE VCR
RTU
ATTACH UNIT TO CURB PER
SEISMIC/WIND CALCULATION
ROOFING
ATTACH CURB TO STRUCTURE
WITH CONCRETE ANCHOR PER
SEISMIC/WIND CALCULATION
CONCRETE ATTACHMENT
ATTACH UNIT TO CURB PER
SEISMIC/WIND CALCULATION
ROOFING
BOLT OR WELD CURB TO
STRUCTURE PER SEISMIC/WIND
CALCULATION
STEEL ATTACHMENT
NOTES:
1. ALL PRODUCT SIZES AND CAPACITIES TO BE DETERMINED AFTER EQUIPMENT IS APPROVED AND CALCULATIONS HAVE BEEN PERFORMED.
2. REFERENCE PRODUCT DATA SHEETS FOR ADDITIONAL INFORMATION.
3. ANY PIPING/DUCT CONNECTIONS SHALL BE MADE WITH FLEXIBLE CONNECTIONS WITH SUFFICIENT CAPACITY FOR DIFFERENTIAL MOVEMENT.
102
VIBRATION & SEISMIC CONTROL - RTU WITH VCR
DATE
DRAWING NO.
4/29/2014
REV. NO.
VISR-ER-102
1
ATTACH UNIT TO CURB PER
SEISMIC/WIND CALCULATION
MANUFACTURER'S CURB TO BE
CAPABLE OF ACCEPTING
SEISMIC/WIND LOADS
ROOFING
ATTACH CURB TO ROOF PER
SEISMIC/WIND CALCULATION
EXHAUST FAN
WIRE/CABLE PER
MANUFACTURER'S
REQUIREMENTS
ATTACH UNIT TO CURB PER
SEISMIC/WIND CALCULATION
MANUFACTURER'S CURB TO BE
CAPABLE OF ACCEPTING
SEISMIC/WIND LOADS
ROOFING
ATTACH CURB TO ROOF PER
SEISMIC/WIND CALCULATION
LAB EXHAUST FAN
STEEL BASE
V-A TYPE SB
ATTACH UNIT TO BASE PER
SEISMIC/WIND CALCULATION
SEISMIC SPRING ISOLATOR
V-A TYPE SFS
ATTACH ISOLATORS TO RAIL PER
SEISMIC/WIND CALCULATION
ROOFING
ATTACH RAIL TO ROOF PER
SEISMIC/WIND CALCULATION
RAIL TO BE CAPABLE OF
ACCEPTING SEISMIC/WIND LOADS
CENTRIFUGAL FAN
NOTES:
1. ALL PRODUCT SIZES AND CAPACITIES TO BE DETERMINED AFTER EQUIPMENT IS APPROVED AND CALCULATIONS HAVE BEEN PERFORMED.
2. REFERENCE PRODUCT DATA SHEETS FOR ADDITIONAL INFORMATION.
3. ANY PIPING/DUCT CONNECTIONS SHALL BE MADE WITH FLEXIBLE CONNECTIONS WITH SUFFICIENT CAPACITY FOR DIFFERENTIAL MOVEMENT.
VIBRATION & SEISMIC CONTROL - ROOF MOUNTED FANS
DATE
DRAWING NO.
4/29/2014
REV. NO.
VISR-ER-103
1
FLEXIBLE
CONNECTOR AT ALL
PIPING CONNECTIONS
RESTRAINED SPRING ISOLATOR.
V-A TYPE CSR/SCSR
BOLT OR WELD ISOLATOR TO
STEEL PER SEISMIC/WIND
CALCULATION
ANCHOR ISOLATOR TO
CONCRETE PER SEISMIC/WIND
CALCULATION
CONCRETE STRUCTURE
STEEL STRUCTURE TO BE SIZED
TO ACCEPT SEISMIC/WIND LOADS
AND ANCHORAGE. BY OTHERS.
ELEVATION VIEW
FASTEN UNIT TO ISOLATOR PER
SEISMIC/WIND CALCULATION
CONCRETE PIERS TO BE SIZED
TO ACCEPT SEISMIC/WIND
LOADS AND ANCHORAGE. BY
OTHERS
END VIEW
NOTES:
1. ALL PRODUCT SIZES AND CAPACITIES TO BE DETERMINED AFTER EQUIPMENT IS APPROVED AND CALCULATIONS HAVE BEEN PERFORMED.
2. REFERENCE PRODUCT DATA SHEETS FOR ADDITIONAL INFORMATION.
3. ANY PIPING CONNECTIONS SHALL BE MADE WITH FLEXIBLE CONNECTORS.
4. UNIT MANUFACTURER TO DETERMINE IF THE UNIT IS CAPABLE OF BEING POINT LOADED BY ISOLATORS. OTHERWISE A STEEL BASE MAY BE REQUIRED BETWEEN THE UNIT AND THE
ISOLATORS.
VIBRATION & SEISMIC CONTROL - AIR COOLED CHILLER
DATE
DRAWING NO.
4/29/2014
REV. NO.
VISR-ER-104
1
ANCHOR PER SEISMIC/WIND
CALCULATION WITH RUBBER
GROMMET
NEOPRENE PAD.
V-A TYPE NSN
RAIL TO BE CAPABLE OF
ACCEPTING SEISMIC/WIND LOADS
ROOFING
ATTACH RAIL TO ROOF PER
SEISMIC/WIND CALCULATION
OPTION #1 - NEOPRENE PAD ISOLATORS
SEISMIC RUBBER MOUNT.
V-A TYPE SRD
ANCHOR PER SEISMIC/WIND
CALCULATION WITH RUBBER
GROMMET
RAIL TO BE CAPABLE OF
ACCEPTING SEISMIC/WIND LOADS
ROOFING
ATTACH RAIL TO ROOF PER
SEISMIC/WIND CALCULATION
OPTION #2 - SEISMIC RUBBER MOUNT
NOTES:
1. ALL PRODUCT SIZES AND CAPACITIES TO BE DETERMINED AFTER EQUIPMENT IS APPROVED AND CALCULATIONS HAVE BEEN PERFORMED.
2. REFERENCE PRODUCT DATA SHEETS FOR ADDITIONAL INFORMATION.
3. ANY PIPING CONNECTIONS SHALL BE MADE WITH FLEXIBLE CONNECTORS.
VIBRATION & SEISMIC CONTROL - CONDENSING UNIT
DATE
DRAWING NO.
4/29/2014
REV. NO.
VISR-ER-105
1
ISOLATOR WITH
STOPWASHER
WHEN REQUIRED
ANCHOR TO
ABOVE
STRUCTURE
PER SRK-AL
CABLE RESTRAINT
TYPE SRK/BB
45°-60°
ROD STIFFENER
PER RS-1
ELEVATION VIEW
OPTIONAL CABLE POSITIONS.
CABLES MUST BE INSTALLED IN
OPPOSING DIRECTIONS
45° (+/- 10°)
ATTACH SUPPORTING
MEMBER TO EQUIPMENT
PLAN VIEW
NOTES:
1. ALL PRODUCT SIZES AND CAPACITIES TO BE DETERMINED AFTER EQUIPMENT IS APPROVED AND CALCULATIONS HAVE BEEN PERFORMED.
2. REFERENCE PRODUCT DATA SHEETS FOR ADDITIONAL INFORMATION.
SEISMIC BRACING - SUSPENDED EQUIPMENT
DATE
REV. NO.
DRAWING NO.
4/29/2014
VISR-ES-101
1
ISOLATOR WITH
STOPWASHER
WHEN REQUIRED
ANCHOR TO
ABOVE
STRUCTURE
PER SRK-AL
45°-60°
CABLE RESTRAINT
TYPE SRK/BB
ROD STIFFENER
PER RS-1
ATTACH CABLE RESTRAINT TO
PIPE FLANGE OR PIPE CLAMP
ELEVATION VIEW
OPTIONAL CABLE POSITIONS.
CABLES MUST BE INSTALLED IN
OPPOSING DIRECTIONS
90° (+/- 15°)
PLAN VIEW
NOTES:
1. ALL PRODUCT SIZES AND CAPACITIES TO BE DETERMINED AFTER EQUIPMENT IS APPROVED AND CALCULATIONS HAVE BEEN PERFORMED.
2. REFERENCE PRODUCT DATA SHEETS FOR ADDITIONAL INFORMATION.
SEISMIC BRACING - SUSPENDED INLINE PUMP
DATE
DRAWING NO.
4/29/2014
REV. NO.
VISR-ES-102
1
ISOLATOR WITH
STOPWASHER
WHEN REQUIRED
ANCHOR TO
ABOVE
STRUCTURE
PER SRK-AL
CABLE RESTRAINT
TYPE SRK/BB
45°-60°
ROD STIFFENER
PER RS-1
ELEVATION VIEW
OPTIONAL CABLE POSITIONS.
CABLES MUST BE INSTALLED IN
OPPOSING DIRECTIONS
45° (+/- 10°)
PLAN VIEW
NOTES:
1. ALL PRODUCT SIZES AND CAPACITIES TO BE DETERMINED AFTER EQUIPMENT IS APPROVED AND CALCULATIONS HAVE BEEN PERFORMED.
2. REFERENCE PRODUCT DATA SHEETS FOR ADDITIONAL INFORMATION.
SEISMIC BRACING - SUSPENDED AXIAL FAN
DATE
DRAWING NO.
4/29/2014
REV. NO.
VISR-ES-103
1
ANCHOR TO
ABOVE
STRUCTURE
PER SRK-AL
45°-60°
CABLE RESTRAINT
TYPE SRK/BB
ROD STIFFENER
PER RS-1
ATTACH CABLE RESTRAINT TO
PIPE FLANGE OR PIPE CLAMP
ELEVATION VIEW
OPTIONAL CABLE POSITIONS.
CABLES MUST BE INSTALLED IN
OPPOSING DIRECTIONS
90° (+/- 15°)
PLAN VIEW
NOTES:
1. ALL PRODUCT SIZES AND CAPACITIES TO BE DETERMINED AFTER EQUIPMENT IS APPROVED AND CALCULATIONS HAVE BEEN PERFORMED.
2. REFERENCE PRODUCT DATA SHEETS FOR ADDITIONAL INFORMATION.
SEISMIC BRACING - SUSPENDED AIR SEPARATOR
DATE
DRAWING NO.
4/29/2014
REV. NO.
VISR-ES-104
1
ANCHOR TO
ABOVE
STRUCTURE
PER SRK-AL
CABLE RESTRAINT
TYPE SRK/BB
45°-60°
ROD STIFFENER
PER RS-1
ELEVATION VIEW
OPTIONAL CABLE POSITIONS.
CABLES MUST BE INSTALLED IN
OPPOSING DIRECTIONS
45° (+/- 10°)
PLAN VIEW
NOTES:
1. ALL PRODUCT SIZES AND CAPACITIES TO BE DETERMINED AFTER EQUIPMENT IS APPROVED AND CALCULATIONS HAVE BEEN PERFORMED.
2. REFERENCE PRODUCT DATA SHEETS FOR ADDITIONAL INFORMATION.
3. ANY PIPING CONNECTIONS SHALL BE MADE WITH FLEXIBLE HOSES WITH SUFFICIENT CAPACITY FOR DIFFERENTIAL MOVEMENT.
SEISMIC BRACING - CHILLED BEAM
DATE
DRAWING NO.
4/29/2014
REV. NO.
VISR-ES-105
1
ISOLATOR WITH
STOPWASHER
WHEN REQUIRED
ANCHOR TO
ABOVE
STRUCTURE
PER SRK-AL
CABLE RESTRAINT
TYPE SRK/BB
45 °-60°
ROD STIFFENER
PER RS-1
ELEVATION VIEW
OPTIONAL CABLE POSITIONS.
CABLES MUST BE INSTALLED IN
OPPOSING DIRECTIONS
90 ° (+/- 15 °)
PLAN VIEW (2 ROD ATTACHMENT)
OPTIONAL CABLE POSITIONS.
CABLES MUST BE INSTALLED IN
OPPOSING DIRECTIONS
90 ° (+/- 15 °)
PLAN VIEW (4 ROD ATTACHMENT)
NOTES:
1. ALL PRODUCT SIZES AND CAPACITIES TO BE DETERMINED AFTER EQUIPMENT IS APPROVED AND CALCULATIONS HAVE BEEN PERFORMED.
2. REFERENCE PRODUCT DATA SHEETS FOR ADDITIONAL INFORMATION.
3. ANY PIPING CONNECTIONS SHALL BE MADE WITH FLEXIBLE HOSES WITH SUFFICIENT CAPACITY FOR DIFFERENTIAL MOVEMENT.
SEISMIC BRACING - SUSPENDED UNIT HEATER
DATE
DRAWING NO.
4/29/2014
REV. NO.
VISR-ES-106
1
OPTIONAL CABLE POSITIONS.
CABLES MUST BE INSTALLED IN
OPPOSING DIRECTIONS
35°-60°
CABLE RESTRAINT
TYPE SRK/BB
PLAN VIEW
FASTEN UNIT TO WALL
PER MANUFACTURER'S
INSTRUCTIONS
ROD STIFFENER
PER RS-1
35°-60°
SIDE VIEW
NOTES:
1. ALL PRODUCT SIZES AND CAPACITIES TO BE DETERMINED AFTER EQUIPMENT IS APPROVED AND CALCULATIONS HAVE BEEN PERFORMED.
2. REFERENCE PRODUCT DATA SHEETS FOR ADDITIONAL INFORMATION.
SEISMIC BRACING - SUSPENDED KITCHEN HOOD
DATE
DRAWING NO.
4/29/2014
REV. NO.
VISR-ES-107
1
ANCHOR UNIT TO STRUT WITH
A307 BOLT OR EQUAL. INSTALL
ISOLATION GROMMET WASHER
WHEN REQUIRED BY
SPECIFICATION.
ANCHOR STRUT TO WALL
PER SEISMIC CALCULATION
STRUT
ELEVATION VIEW
SIDE VIEW
PANEL BOARD (SMALL) - WALL MOUNTED
ANCHOR UNIT TO STRUT WITH
A307 BOLT OR EQUAL. INSTALL
ISOLATION GROMMET WASHER
WHEN REQUIRED BY
SPECIFICATION.
ANCHOR STRUT TO WALL
PER SEISMIC CALCULATION
STRUT
ELEVATION VIEW
SIDE VIEW
PANEL BOARD (LARGE) - WALL MOUNTED
NOTES:
1. ALL PRODUCT QUANTITIES, SIZES AND CAPACITIES TO BE DETERMINED AFTER EQUIPMENT IS APPROVED AND CALCULATIONS HAVE BEEN PERFORMED.
2. REFERENCE PRODUCT DATA SHEETS FOR ADDITIONAL INFORMATION.
SEISMIC BRACING - PANEL BOARD
DATE
DRAWING NO.
4/29/2014
REV. NO.
VISR-EW-101
1
ANCHOR STRUT TO FULL
HEIGHT WALL PER
SEISMIC CALCULATION
STRAP
STRUT
ELEVATION VIEW
STRAP TIGHT TO TANK
PLAN VIEW
NOTES:
1. ALL PRODUCT SIZES AND CAPACITIES TO BE DETERMINED AFTER EQUIPMENT IS APPROVED AND CALCULATIONS HAVE BEEN PERFORMED.
2. REFERENCE PRODUCT DATA SHEETS FOR ADDITIONAL INFORMATION.
SEISMIC BRACING - WALL MOUNTED EXPANSION TANK
DATE
DRAWING NO.
4/29/2014
REV. NO.
VISR-EW-102
1
PIPE RISER
RISER CLAMP
(BY OTHERS)
SPRING ISOLATOR TYPE FS
SEE DATA SHEETS FOR
MORE INFORMATION
CONCRETE SLAB
SUPPORT STEEL
FASTEN TO SUPPORT
STEEL
ANCHORING TO
CONCRETE IS NOT REQ'D
WHEN RISER IS SLEEVED
THROUGH FLOOR
INSULATION
PIPE RISER W/ FS TYPE ISOLATORS
SUPPORT DETAIL
PIPE RISER
RISER CLAMP
WELDED TO
ISOLATOR
(BY OTHERS)
SPRING ISOLATOR TYPE FST
SEE DATA SHEETS FOR
MORE INFORMATION
CONCRETE SLAB
SUPPORT STEEL
FASTEN TO SUPPORT
STEEL
ANCHORING TO
CONCRETE IS NOT REQ'D
WHEN RISER IS SLEEVED
THROUGH FLOOR
INSULATION
PIPE RISER W/ FST TYPE ISOLATORS
SUPPORT DETAIL
NOTES:
1. REFERENCE SUBMITTAL DRAWINGS FOR RISER MOVEMENT CALCULATIONS, DIAGRAMS AND ISOLATOR LOCATIONS.
2. REFERENCE ISOLATOR DATA SHEETS FOR ADDITIONAL INFORMATION.
PIPE RISER SUPPORT DETAIL - SPRING ISOLATORS
DATE
DRAWING NO.
4/29/2014
REV. NO.
VISR-PF-101
1
PIPE RISER
RISER CLAMP
WELDED TO
ISOLATOR
(BY OTHERS)
PAD ISOLATOR TYPE NSNS
SEE DATA SHEETS FOR
MORE INFORMATION
SUPPORT STEEL
INSULATION
CONCRETE SLAB
PIPE RISER WITH PAD TYPE ISOLATORS
SUPPORT DETAIL
NOTES:
1. REFERENCE SUBMITTAL DRAWINGS FOR RISER MOVEMENT CALCULATIONS, DIAGRAMS AND ISOLATOR LOCATIONS.
2. REFERENCE ISOLATOR DATA SHEETS FOR ADDITIONAL INFORMATION.
PIPE RISER SUPPORT DETAIL - PAD ISOLATORS
DATE
DRAWING NO.
4/29/2014
REV. NO.
VISR-PF-102
1
PIPE RISER
RISER CLAMP
(BY OTHERS)
RESTRAINED SPRING ISOLATOR
TYPE SFS/CSR.
SEE DATA SHEETS FOR MORE
INFORMATION
CONCRETE SLAB
SUPPORT STEEL
BOLT OR WELD TO
SUPPORT STEEL
ANCHOR TO
CONCRETE
INSULATION
PIPE RISER ANCHOR W/ ISOLATORS DETAIL
PIPE RISER
RISER BRACKET
WELDED TO
ANCHOR PLATE
(BY OTHERS)
ANCHOR PLATE
(BY OTHERS)
SUPPORT STEEL
BOLT OR WELD TO
SUPPORT STEEL
ANCHOR TO
CONCRETE
CONCRETE SLAB
INSULATION
PIPE RISER ANCHOR DETAIL
NOTES:
1. REFERENCE SUBMITTAL DRAWINGS FOR RISER MOVEMENT CALCULATIONS, DIAGRAMS AND ISOLATOR LOCATIONS.
2. REFERENCE ISOLATOR DATA SHEETS FOR ADDITIONAL INFORMATION.
PIPE RISER SUPPORT DETAIL - ANCHORS
DATE
DRAWING NO.
4/29/2014
REV. NO.
VISR-PF-103
0
U-BOLT/STRAP
(BY OTHERS)
U-BOLT/STRAP
(BY OTHERS)
SEISMIC PIPE STAND
V-A TYPE SPS/SPSA
SEISMIC PIPE STAND
V-A TYPE SPS/SPSA
ROOF MEMBRANE
ROOF MEMBRANE
INSULATION
INSULATION
BACKING ANGLE (AS REQ'D)
2 PIECES PER STAND
(BY OTHERS)
BACKING ANGLE (AS REQ'D)
2 PIECES PER STAND
(BY OTHERS)
A307 BOLT WITH DOUBLE NUT
A307 BOLT WITH DOUBLE NUT
SIDE VIEW - SEISMIC PIPE STAND
WITH METAL DECK ATTACHMENT
SIDE VIEW - SEISMIC PIPE STAND
WITH METAL DECK ATTACHMENT
U-BOLT/STRAP
(BY OTHERS)
U-BOLT/STRAP
(BY OTHERS)
ADDED SUPPORT MEMBER
(BY OTHERS)
SEISMIC PIPE STAND
V-A TYPE SPS/SPSA
SEISMIC PIPE STAND
V-A TYPE SPS/SPSA
SEISMICALLY RATED
CONCRETE ANCHOR
BOLT
SEISMICALLY RATED
CONCRETE ANCHOR
BOLT
END VIEW - SEISMIC PIPE STAND
WITH CONCRETE ATTACHMENT
END VIEW - SEISMIC PIPE STAND
WITH CONCRETE ATTACHMENT
OPTION #1 - SINGLE PIPE
OPTION #1 - SINGLE PIPE
NOTES:
1. REFERENCE SEISMIC CALCULATIONS FOR ANCHOR BOLT REQUIREMENTS.
2. REFERENCE PRODUCT DATA SHEETS FOR ADDITIONAL INFORMATION.
ROOFTOP PIPE RESTRAINT DETAIL
DATE
DRAWING NO.
4/29/2014
REV. NO.
VISR-PR-101
1
DUCT
STRAP ATTACHED TO DUCT
WITH #10 TEK SCREWS AT 6"
O.C. ALL SIDES (BY OTHERS)
SEISMIC STAND
V-A TYPE SPS/SPSA
ROOF MEMBRANE
INSULATION
BACKING ANGLE (AS REQ'D)
2 PIECES PER STAND
(BY OTHERS)
A307 BOLT WITH DOUBLE NUT
SIDE VIEW - SEISMIC STAND WITH
METAL DECK ATTACHMENT
ATTACH DUCT TO SUPPORT
MEMBER WITH #10 TEK SCREWS
AT 6" O.C. (BY OTHERS)
STRAP ATTACHED TO DUCT
WITH #10 TEK SCREWS AT 6"
O.C. ALL SIDES (BY OTHERS)
ADDED SUPPORT MEMBER
(BY OTHERS)
SEISMIC STAND
V-A TYPE SPS/SPSA
SEISMICALLY RATED
CONCRETE ANCHOR
BOLT
END VIEW - SEISMIC STANDS WITH
CONCRETE ATTACHMENT
NOTES:
1. REFERENCE SEISMIC CALCULATIONS FOR ANCHOR BOLT REQUIREMENTS.
2. REFERENCE PRODUCT DATA SHEETS FOR ADDITIONAL INFORMATION.
ROOFTOP DUCT RESTRAINT DETAIL
DATE
DRAWING NO.
4/29/2014
REV. NO.
VISR-DR-101
0
Max 4"
Max 4"
45°-60°
45°-60°
45°-60°
45°-60°
45°-60°
45°-60°
45°-60°
Seismic Restraints - Piping
45°-60°
END VIEW
END VIEW
SIDE VIEW
END VIEW
SIDE VIEW
STIFFENER CLAMP WHERE REQ'D
V-A TYPE VAC
ANCHOR BOLT
TO STRUCTURE
STIFFENER CLAMP WHERE REQ'D
V-A TYPE VAC
SIDE VIEW
ANCHOR BOLT
TO STRUCTURE
SIDE VIEW
HANGER ROD
STIFFENER CLAMP WHERE REQ'D
V-A TYPE VAC
CLEVIS HANGER
PIPE
PIPE
CLEVIS HANGER
ISOMETRIC VIEW
Detail 1 - Transverse Cable Restraint
Detail 2 - Longitudinal Cable Restraint
HANGER ROD
Transverse restraint spacing for ductile (e.g. steel) piping
shall not exceed a maximum interval of 40 ft (12.2 m) on
center. The distance between the last restraint and the
end of the pipe shall not exceed 6 ft (1.8 m). Transverse
restraints shall be allowed to act as longitudinal restraints
if they are within 24 in. (610 mm) of the centerline of the
piping restrained longitudinally and the transverse
restraint is on a pipe of equal or greater size than the
pipe being restrained longitudinally. For non-ductile or
brittle (e.g. cast iron) piping, all spacing criterion shall be
divided by a minimum of two.
PIPE
Detail 3 - Combination Cable Restraint
PIPE SECURED TO SUPPORT
PIPE
PIPE SECURED TO SUPPORT
Detail 4 - Transverse Cable Restraint (Trapeze)
STIFFENER CLAMP WHERE REQ'D
V-A TYPE VAC
SUPPORT
SUPPORT (angle or strut channel)
ISOMETRIC VIEW
ISOMETRIC VIEW
Detail 5 - Combination Cable Restraint (Trapeze)
SIDE VIEW
END VIEW
STIFFENER CLAMP WHERE REQ'D
V-A TYPE VAC
HANGER ROD
STIFFENER CLAMP WHERE REQ'D
V-A TYPE VAC
45°-60°
45°-60°
45°-60°
SIDE VIEW
HANGER ROD
1-5/8" STRUT
ANCHOR BOLT
TO STRUCTURE
Longitudinal restraint spacing for ductile (e.g. steel)
piping shall not exceed a maximum interval of 80 ft (24.4
m) on center. The distance between the last restraint and
the end of the pipe shall not exceed 40 ft (12.2 m).
Longitudinal restraints shall be allowed to act as
transverse restraints if they are within 24 in. (610 mm) of
the centerline of the piping restrained transversely. For
non-ductile or brittle (e.g. cast iron) piping, all spacing
criterion shall be divided by a minimum of two.
Max 4"
45°-60°
END VIEW
SEISMIC RESTRAINT CABLE KIT
V-A TYPE SRK/BB
NOTE: AN ADDITIONAL CABLE
KIT SHALL BE INSTALLED IN
THE OPPOSING DIRECTION ON
PIPE RUN TO BE EFFECTIVE
SEISMIC RESTRAINT CABLE
KIT V-A TYPE SRK/BB
ISOMETRIC VIEW
Max 4"
45°-60°
SIDE VIEW
ANCHOR BOLT
TO STRUCTURE
PIPE
PIPE CLAMP
PIPE CLAMP
ISOMETRIC VIEW
ANCHOR BOLT
TO STRUCTURE
SEISMIC RESTRAINT CABLE KIT
V-A TYPE SRK/BB
NOTE: AN ADDITIONAL CABLE
KIT SHALL BE INSTALLED IN
THE OPPOSING DIRECTION ON
PIPE RUN TO BE EFFECTIVE
SEISMIC RESTRAINT CABLE KIT
V-A TYPE SRK/BB
CLEVIS HANGER
SEISMIC RESTRAINT CABLE KIT
V-A TYPE SRK/BB
Restraint sizes and their attachments shall be designed
and installed to resist site specific seismic loads (Fp) as
determined by the IBC. Restraint strengths shall be
proven by calculation to withstand such loads. For all
restraints, the maximum allowable load shall be based on
the weakest component of the restraint with safety
factors. Restraint calculations shall be stamped by a
professional engineer licensed in the state in which the
project is located.
HANGER ROD
ANCHOR BOLT
HANGER ROD
HANGER ROD
STIFFENER CLAMP WHERE REQ'D
V-A TYPE VAC
45°-60°
END VIEW
SIDE VIEW
Criteria:
Seismic restraints shall be installed for all piping in
accordance with the current edition of the International
Building Code (IBC). Piping shall be restrained to resist
horizontal seismic loads (Fp) in all directions and vertical
seismic loads (Fpv). All seismic loads shall be transferred
by the restraints from the piping to the building structure.
END VIEW
END VIEW
HANGER ROD
ANCHOR BOLT
TO STRUCTURE
SIDE VIEW
ATTACHMENT
BRACKET
V-A TYPE RRK
ATTACHMENT
BRACKET
V-A TYPE RRK
Rigid restraint systems shall only be used for piping that
are not supported by vibration isolators and/or not
thermally active.
SIDE VIEW
END VIEW
ANCHOR BOLT
TO STRUCTURE
STIFFENER CLAMP WHERE REQ'D
V-A TYPE VAC
1-5/8" STRUT
ANCHOR BOLT
TO STRUCTURE
45°-60°
ANCHOR BOLT
TO STRUCTURE
PIPE SECURED TO SUPPORT
PIPE SECURED TO SUPPORT
HANGER ROD
STIFFENER CLAMP WHERE REQ'D
V-A TYPE VAC
HANGER ROD
ANCHOR BOLT
TO STRUCTURE
STIFFENER CLAMP WHERE REQ'D
V-A TYPE VAC
ATTACHMENT
BRACKET
V-A TYPE RRK
1-5/8" STRUT
ATTACHMENT
BRACKET
V-A TYPE RRK
ATTACHMENT
BRACKET
V-A TYPE RRK
CLEVIS HANGER
CLEVIS HANGER
ATTACHMENT
BRACKET
V-A TYPE RRK
1-5/8" STRUT
1-5/8" STRUT
PIPE
PIPE
CLEVIS HANGER
PIPE
PIPE CLAMP
PIPE CLAMP
PIPE
PIPE
ISOMETRIC VIEW
ISOMETRIC VIEW
ISOMETRIC VIEW
ISOMETRIC VIEW
ISOMETRIC VIEW
Detail 6 - Transverse Rigid Restraint
Detail 7 - Longitudinal Rigid Restraint
Detail 8 - Four-Way Rigid Restraint
Detail 9 - Transverse Rigid Restraint (Trapeze)
Detail 10 - Longitudinal Rigid Restraint (Trapeze)
45°-60°
45°-60°
SIDE VIEW
END VIEW
SIDE VIEW
END VIEW
ANCHOR BOLT
TO STRUCTURE
ANCHOR BOLT
TO STRUCTURE
1-5/8" STRUT
45°-60°
45°-60°
PIPE SECURED TO SUPPORT
HANGER ROD
STIFFENER CLAMP WHERE REQ'D
V-A TYPE VAC
PIPE SECURED TO SUPPORT
1-5/8" STRUT
HANGER ROD
BY
DATE
LT
STIFFENER CLAMP WHERE REQ'D
V-A TYPE VAC
CHECK
4/29/2014
SCALE
XX
DRAWING NO.
VISR-PS-101 Rev.2
SEISMIC BRACING DETAILS
- PIPING -
ATTACHMENT
BRACKET
V-A TYPE RRK
ATTACHMENT
BRACKET
V-A TYPE RRK
PIPE
PIPE
ISOMETRIC VIEW
Detail 11 - Transverse & Longitudinal Rigid Restraint (trapeze)
ISOMETRIC VIEW
Detail 12 - Transverse & Longitudinal Rigid Restraint (trapeze)
(for reduced spaces)
Detail 13 - Not Used
Detail 14 - Not Used
Detail 15 - Not Used
NTS
Seismic Restraints - Duct
ANCHOR BOLT
TO STRUCTURE
HANGER ROD
ANCHOR BOLT
TO STRUCTURE
HANGER ROD
HANGER ROD
HANGER ROD
#10 SELF DRILLING SCREWS
AT 6" O.C.
#10 SELF DRILLING SCREWS
AT 6" O.C.
45°-60 °
Criteria:
Seismic restraints shall be installed for all duct in
accordance with the current edition of the International
Building Code (IBC). Ductwork shall be restrained to
resist horizontal seismic loads (Fp) in all directions and
vertical seismic loads (Fpv). All seismic loads shall be
transferred by the restraints from the ductwork to the
building structure.
ANCHOR BOLT
TO STRUCTURE
ANCHOR BOLT
TO STRUCTURE
#10 SELF DRILLING SCREWS
AT 6" O.C.
ANCHOR BOLT
TO STRUCTURE
STIFFENER CLAMP WHERE REQ'D
V-A TYPE VAC
HANGER ROD
STIFFENER CLAMP WHERE REQ'D
V-A TYPE VAC
STIFFENER CLAMP WHERE REQ'D
V-A TYPE VAC
STIFFENER CLAMP WHERE REQ'D
V-A TYPE VAC
SEISMIC RESTRAINT CABLE KIT
V-A TYPE SRK/BB
#10 SELF DRILLING SCREWS
AT 6" O.C.
CABLE RESTRAINTS
INSTALLED AT COMPOUND 45 °
ANGLE IN VERTICAL AND
HORIZONTAL PLANES.
CABLE RESTRAINTS
INSTALLED AT COMPOUND
45° ANGLE IN VERTICAL AND
HORIZONTAL PLANES.
SEISMIC RESTRAINT CABLE KIT
V-A TYPE SRK/BB
ALTERNATE CABLE ATTACHMENT
LOCATION
(NO TOP ANGLE BRACE REQUIRED)
STIFFENER CLAMP WHERE REQ'D
V-A TYPE VAC
SEISMIC RESTRAINT CABLE KIT
V-A TYPE SRK/BB
NOTE: AN ADDITIONAL CABLE
KIT SHALL BE INSTALLED IN
THE OPPOSING DIRECTION ON
DUCT RUN TO BE EFFECTIVE
ALTERNATE CABLE ATTACHMENT
LOCATION
(NO TOP ANGLE BRACE REQUIRED)
Restraint sizes and their attachments shall be designed
and installed to resist site specific seismic loads (Fp) as
determined by the IBC. Restraint strengths shall be
proven by calculation to withstand such loads. For all
restraints, the maximum allowable load shall be based on
the weakest component of the restraint with safety
factors. Restraint calculations shall be stamped by a
professional engineer licensed in the state in which the
project is located.
CABLE RESTRAINTS
INSTALLED AT COMPOUND
45° ANGLE IN VERTICAL
AND HORIZONTAL PLANES.
SEISMIC RESTRAINT CABLE KIT
V-A TYPE SRK/BB
NOTE: AN ADDITIONAL CABLE
KIT SHALL BE INSTALLED IN
THE OPPOSING DIRECTION ON
DUCT RUN TO BE EFFECTIVE
SEISMIC RESTRAINT CABLE KIT
V-A TYPE SRK/BB
NOTE: AN ADDITIONAL CABLE
KIT SHALL BE INSTALLED IN
THE OPPOSING DIRECTION ON
DUCT RUN TO BE EFFECTIVE
Transverse restraint spacing for duct shall not exceed a
maximum interval of 30 ft on center.
#10 SELF DRILLING SCREWS
AT 6" O.C.
Longitudinal restraint spacing for duct shall not exceed a
maximum interval of 60 ft on center.
Detail 1 - Transverse Cable Restraint (Option #1)
Detail 2 - Transverse Cable Restraint (Option #2)
Detail 3 - Combination Cable Restraint (Option #1)
Detail 4 - Combination Cable Restraint (Option #2)
Detail 5 - Combination Cable Restraint (Round)
Detail 6 - Not Used
Detail 7 - Not Used
Detail 8 - Not Used
Detail 9 - Not Used
Detail 10 - Not Used
BY
DATE
LT
CHECK
8/14/2012
SCALE
XX
DRAWING NO.
VISR-DS-101
SEISMIC BRACING DETAILS
- DUCT-
Detail 11 - Not Used
Detail 12 - Not Used
Detail 13 - Not Used
Detail 14 - Not Used
Detail 15 - Not Used
NTS
VIBRATIONISOLATION&SEISMIC/WINDRESTRAINTSUBMITTAL
Project:
ProjectNo.:
Date:
Disclaimers,AssumptionsandDirectiveStatements:
1. Seismicand/orwindcalculationswillbeprovidedfornonͲstructuralcomponentsasperVibroͲAcoustics’
scopeofworkandprovidedinaccordancewiththespecifiededitionofapplicablebuildingcodes(e.g.,
InternationalBuildingCodewithlocalamendments).Incaseswheretherequiredseismicandwindfactors
arenotprovided,thecurrentlyadoptedcodeusedintheregionwillbeusedandfactorswillbeassumedas
applicabletotheregion.
2. EquipmentweightsanddimensionsusedinVibroͲAcoustics’workwillbetakenfromapprovedsubmittals
providedbythecontractortoVibroͲAcoustics.Thecontractorshallcommunicateanydeviationsorchanges
toVibroͲAcousticsforreview;significantchangestoequipmentaftertimeofreleasemayresultinadditional
fees.
3. AllrestraintattachmentstobuildingstructurewillbedefinedbyVibroͲAcoustics.Whereinformationisnot
providedtoVibroͲAcousticsastothetypeofbuildingmaterialatthepointofattachment,VibroͲAcoustics
willmakeareasonableassumption.Additionalworktochangefromtheseassumptionsduetolackof
providedinformationattimeofreleasemaybeconsideredadditionalscopeofservicesandmayresultin
additionalfees.ItistheresponsibilityofthecontractortocommunicateseismicloadsdeterminedbyVibroͲ
Acousticstotheproject’sstructuralengineerofrecord.
4. UnlessincludedinVibroͲAcoustics’scopeofwork,housekeepingpadswillbeassumedtobeadequately
dowelledtothesupportingstructureandreinforcedtowithstandseismicloads.
5. UnlessincludedinVibroͲAcoustics’scopeofwork,allsuspendedequipmentandallfloorͲmounted
equipmentinstalledonvibrationisolatorswillbeassumedtobeflexiblyconnectedtoassociatedconduit,
pipingand/orductworktopreventfailureordamagefromseismicloadsontheequipment.
6. Thecontractorshallinstallallconcreteanchorboltstothemanufacturers’recommendedtorque.VibroͲ
Acousticswillassumethattheconcretedepthandedgedistancesshallbesufficientforproperinstallation
asnotedintheappropriatecalculations.Thecontractormustreviewtheworkandifanchorage
requirementscannotbesatisfied,thecontractorshallinformVibroͲAcousticsforreviewandreworkas
appropriate.Theinstallingcontractorshallcomplywithallspecialinspectionrequirements.
7. Allequipmentandcomponentssuppliedbyothers,includingductworkorpiping,concretehousekeeping
pads,customizedsupportstructuresandbuildingstructurecomponentsarenotcertifiedbyVibroͲAcoustics’
analysesascapabletowithstandtheappliedseismicloads.Mountingsupports,brackets,orothermeansof
attachmentnotprovidedbyVibroͲAcousticsmustbecertifiedbyothers.Unlessotherwisenoted,
calculationsprovidedbyVibroͲAcousticsapplyonlytocomponentsprovidedbyVibroͲAcousticssuchas
seismicspringisolators,bracketsandrestraintsandtheirattachmentstostructure.
8. VibroͲAcousticsassumesthefollowingaspartofstandardbuildingdesigncriteria:
x Steelstructureprovidedbyothersbetweentheequipmentandisolatorsisdeterminedby
othersandisconsideredsufficientlyrigidtotransferseismicloads.
x Thebuildingsupportstructurewillhaveatleasttentimesthestiffnessofthespecified
isolators.
x Thebuildingsupportstructurenaturalfrequencywillbeatleastthreetimesthenatural
frequencyofthespecifiedisolators.
9. VibroͲAcousticswillconsiderworstͲcaseloadingscenariosforseismic/windcalculationsforgroupsof
identicalorsimilarpiecesofequipment.
10.AlldrawingsincludedinVibroͲAcousticssubmittalsarenottoscaleunlessotherwisenoted.