Vibration and Seismic Controls - Plumbing (MCN)

Transcription

SHOP DRAWING / SUBMI TTAL REVIEW FORM
No Exceptions Taken
Make Corrections Noted
REVIEW IS SOLELY FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT. THIS
REVIEW DOES NOT RELIEVE THE CONTRACTOR FROM TOTAL RESPONSIBILITY FOR
QUANTITIES, ERRORS, OMISSIONS OR COMPLIANCE WITH THE INTENT OF THE CONTRACT
DOCUMENTS. REVIEW AND APPROVAL BY CONTRACTOR IS REQUIRED BEFORE
FABRICATION, SHIPMENT OR INSTALLATION.
Revise and Resubmit
ANY ACTION SHOWN IS SUBJECT TO THE REQUIREMENTS OF THE PLANS AND
SPECIFICATIONS. CONTRACTOR IS RESPONSIBLE FOR: DIMENSIONS WHICH SHALL BE
CONFIRMED AND CORRELATED AT THE JOB SITE. ALL REVISED SUBMITTALS MUST BE
RETURNED BY CONTRACTOR WITHIN 15 DAYS FROM RECEIPT OF THE ORIGINAL
SUBMITTAL REVIEW.
Rejected
Reviewed
SUBMITTAL NUMBER/
REGISTER NUMBER :
SUBMITTAL NAME:
RELATED SPECIFICATION:
DATE RECEIVED:
REMARKS:
220548.01.02
PROJECT NAME:
Grand Junction MOB
Vibration and Seismic
Controls - Plumbing
CCRD PROJECT NO.:
812136
Plumbing
REVIEWER’S NAME:
Jeremy Fowler
6/17/2013
DATE REVIEWED:
6/24/2013
1. Coordinate location and installation of all hangers and restraints with sheet metal and
piping shop drawings.
END OF SUBMITTAL REVIEW
TRANSMITTAL
5995 Greenwood Plaza Blvd.
Suite 100
Greenwood Village, CO 80111-4710
303-571-5377
303-629-7467 (fax)
PROJECT:
TO:
DATE: 06/17/2013
GJMC-Grand Junction Medical Center
Boulder Associates
1426 Pearl St #300
Boulder CO 80302
ATTN:
Jeff Beardsley
Ph/Fax:
303-499-7795
No. 12J2007-0388
RE:
JOB:
WE ARE SENDING:
SUBMITTED FOR:
220000-Plumbing
12J2007
ACTION TAKEN:
Shop Drawings
Approval
Approved as Submitted
Letter
Your Use
Approved as Noted
Prints
As Requested
Returned After Loan
Change Order
Review and Comment
Resubmit
Submit
Plans
SENT VIA:
Samples
Returned
Specifications / Product Data
Attached
Returned for Corrections
Other:
Separate Cover Via:
Due Date: 07/01/2013
NOTES:
Item
Package
Code
Submittal
220000
220548-01
1
06/17/2013
Submittal
220000
220548-02
1
06/17/2013
No Exceptions Taken
Rev. Copies Date
Description
Status
Vibration and Seismic ControlsPlumbing Piping - Product DataVibration Isolators
Vibration and Seismic ControlsPlumbing Piping - Product DataVibration Isolation Equipment Bases
Architect Review
Make Corrections Noted
Revise and Resubmit
Rejected
SUBMITTAL REVIEW
Reviewed
REVIEW IS SOLELY FOR GENERAL CONFORMANCE
WITH THE DESIGN CONCEPT. THIS REVIEW DOES NOT
RELIEVE THE CONTRACTOR FROM TOTAL
RESPONSIBILITY FOR QUANITIES, ERRORS,
OMISSIONS OR COMPLIANCE WITH THE INTENT OF
THE CONTRACT DOCUMENTS. REVIEW AND
APPROVAL BY CONTRACTOR IS REQUIRED BEFORE
FABRICATION, SHIPMENT OR INSTALLATION.
ANY ACTION SHOWN IS SUBJECT TO THE
REQUIREMENTS OF THE PLANS AND SPECIFICATIONS.
CONTRACTOR IS RESPONSIBLE FOR: DIMENSIONS
WHICH SHALL BE CONFIRMED AND CORRELATED AT
THE JOB SITE. ALL REVISED SUBMITTALS MUST BE
RETURNED BY CONTRACTOR WITHIN 15 DAYS FROM
RECEIPT OF THE ORIGINAL SUBMITTAL REVIEW.
CC:
BY:Jeremy
Fowler
DATE:
6/24/13
Signed:
Brady McQuinn
Architect Review
8
9
10
SEISMIC RESTRAINT BUBBLE DETAIL
11
12
ATTACHMENT LOAD DATA - ALL ANCHOR TYPES
H
ALL PIPE AND DUCT, I P = 1.5
Sd1: -
DUCT RESTRAINT SPACING
MAX TRANSVERSE SPACING: 30 ft/9 m
MAX LONGITUDINAL SPACING: 60 ft/18 m
SEISMIC RESTRAINT DESIGN NOTES
TL
*NOTE: SPACING IS PER CURRENT IBC CODE. IF
MORE STRINGENT CODE APPLIES, USE SPACING
OF APPROPRIATE CODE.
ALL RECOMMENDED RESTRAINT LOCATIONS SHOWN ARE APPROXIMATE. MAXIMUM SPACING OF RESTRAINTS IS PER TABULATION
INCLUDED IN SUBMITTAL. ALL STRUCTURAL ATTACHMENT POINTS TO BE REVIEWED AND APPROVED BY THE BUILDING ENGINEER OF
RECORD.
TT
SEISMIC RESTRAINT CABLE KIT vs. CODE CROSS-REFERENCE
THE RESTRAINT SPACING AND LOCATIONS ON KINETICS NOISE CONTROL SEISMIC DRAWINGS, HAVE BEEN CALCULATED CONSIDERING
THE FULL RUN OF PIPING OR DUCTWORK SHOWN ON THE DRAWINGS PROVIDED TO US BY OUR CLIENT. ANY RESTRAINT REQUIRED
FOR EXTENSIONS OF RUNS THAT PASS BEYOND THE PERIMETER OF THE DOCUMENTATION PROVIDED TO KINETICS NOISE CONTROL
MUST BE ADDRESSED BY OTHERS. THE ADDED LOADS FROM THESE EXTENSIONS (IF RIGIDLY CONNECTED) HAS THE POTENTIAL TO
REQUIRE AN INCREASE IN THE SIZE OF THE COMPONENTS SHOWN. IF CONNECTED TO THOSE SYSTEMS SHOWN ON THE DRAWINGS
VIA A FLEX COUPLING OR JOINT, OR NO-HUB OR SIMILAR TYPE FRICTION FITTING, THE EXTENSION WILL NEED TO BE TREATED AS
A SEPARATE ENTITY AND WILL REQUIRE ADDITIONAL TRANSVERSE AND LONGITUDINAL SEISMIC RESTRAINTS.
KNC
RESTRAINT
KIT CODE
F
CRITICAL (LIFE SAFETY) COMPONENTS AND SYSTEMS MUST BE PROTECTED FROM DAMAGE BY NEARBY NON-CRITICAL COMPONENTS
AND SYSTEMS. THIS PROTECTION CAN BE PROVIDED BY INCREASED SUPPORT OR ADDED RESTRAINT ON THE NON-CRITICAL
COMPONENT OR BY STRUCTURAL SHIELDING BETWEEN CRITICAL AND NON-CRITICAL COMPONENTS. UNLESS OTHERWISE INFORMED,
THE IDENTIFICATION AND RESOLUTION OF THESE COLLATERAL DAMAGE ISSUES IS BEYOND THE SCOPE OF KINETICS NOISE CONTROL.
KINETICS NOISE CONTROL DOCUMENTATION INDICATES RESTRAINT FOR ALL PIPE AND/OR DUCT ABOVE EXEMPTED SIZE LIMITS.
SHOULD THE 12" (300 mm) RULE APPLY, SEE NOTE 7.
7.
IF RESTRAINT IS INDICATED, BUT THE RUN MEETS THE REQUIREMENTS OF THE 12" (300 mm) RULE OR IF IT IS CONNECTED TO
THE STRUCTURE THROUGH THE USE OF ANCHORS, GUIDES OR MOUNTING BRACKETS AT THE APPROXIMATE LOCATIONS SHOWN AND
THESE COMPONENTS ARE OF EQUAL OR GREATER CAPACITY TO THE IDENTIFIED RESTRAINTS, THE IDENTIFIED RESTRAINTS CAN BE
OMITTED. ADEQUATE SWING CLEARANCE, APPROPRIATE FLEXES AT EQUIPMENT CONNECTIONS AND NON-MOMENT GENERATING
CONNECTORS AT THE UPPER END OF THE HANGER RODS ARE REQUIRED FOR THE 12" (300 mm) EXEMPTION TO BE APPLICABLE.
Q3
QUAKEKIT-D-3 CABLE KIT - 3/16" CABLE &
QUAKELOC 3/16" CLIP, KSUA BRACKETS
OR
QUAKEKIT-P-3 CABLE KIT - 3/16" CABLE &
QUAKELOC 3/16" CLIP, KSUA & KSCA BRACKETS
OR
QUAKEBULK-3 CABLE KIT - QUAKELOC 3/16"
CLIPS, KSUA & KSCA BRACKETS
Q4
IF THE PIPE OR DUCT IS IN OR ATTACHED TO A BUILDING THAT HAS BEEN ASSIGNED TO OCCUPANCY CATEGORY IV (SEISMIC USE
GROUP III) THEN A COMPONENT IMPORTANCE FACTOR OF 1.5 SHALL BE ASSIGNED TO THAT PIPE OR DUCT.
6.
QUAKEBULK-2 CABLE KIT - QUAKELOC 1/8" CLIPS,
KSUA & KSCA BRACKETS
B3
KSWC-3 CABLE KIT - SADDLE + U-BOLT CONNECTORS FOR 3/16" CABLE, KSCA BRACKETS
B4
C4
KSCC-4 CABLE KIT - SADDLE + U-BOLT CONNECTORS FOR 1/4" CABLE, KSCA BRACKETS
C6
C8
F
DIRECT MOUNTED TO FLOOR OR ROOF USING ANCHOR BOLTS
W
DIRECT MOUNTED TO WALL USING ANCHOR BOLTS
ATTACHMENT KIT DESCRIPTION PER RESTRAINT
KNC
CABLE
KIT
NOTE: TROUGH BOLTS & NUTS OF THE
ATTACHMENT
SAME SIZE MAY BE USED FOR EACH KIT AND CODE SHOWN
KIT CODE
BELOW
ATTACHMENT KIT DESCRIPTION PER RESTRAINT
KNC
CABLE
KIT
NOTE: TROUGH BOLTS & NUTS OF THE
ATTACHMENT
SAME SIZE MAY BE USED FOR EACH KIT AND CODE SHOWN
KIT CODE
BELOW
D
10. RESTRAINT SELECTION SHOWN ONLY FOR THOSE SYSTEMS IN KINETICS NOISE CONTROL'S SCOPE OF WORK. OTHER PIPE, DUCT,
CABLE TRAYS, ETC THAT MAY BE SHOWN, BUT ARE OUTSIDE OF SCOPE, ARE NOT ADDRESSED.
(2) 3/8" (9.5 mm) CONCRETE ANCHOR (WITH
W3
(2) 1/2" (12.7 mm) LAG SCREW
Y1
(2) 5/8" (15.9 mm) CONCRETE ANCHOR
W4
(2) 5/8" (15.9 mm) LAG SCREW
Y2
(2) 3/4" (19 mm) CONCRETE ANCHOR
W5
(2) 3/4" (19 mm) LAG SCREW
(4) 3/8" (9.5 mm) CONCRETE ANCHOR WITH
Z2
Z4
SEISMIC RESTRAINT PIPE EXEMPTIONS
(8) 3/8" (9.5 mm) LAG SCREW
(4) 1/2" (12.7 mm) LAG SCREW
(8) 1/2" (12.7 mm) LAG SCREW
Q4
X35
1,132
(513)
1,218
(552)
12
Q4
Z15
1,425
(646)
1,570
(712)
12
Q4
Z25
2,717
(1,232)
2,897
(1,314)
24
1,256
(570)
12
C4
Y15
1,465
(665)
C4
Y25
2,174
(986)
1,883
(854)
20
C4
Y33
1,632
(740)
1,356
(615)
14
C4
Z35
2,599
(1,179)
3,184
(1,444)
24
C4
Z45
2,599
(1,179)
3,184
(1,444)
24
C6
Y25
2,408
(1,092)
2,315
(1,050)
20
C6
Z35
3,238
(1,469)
3,445
(1,563)
30
C6
Z45
5,346
(2,425)
6,556
(2,974)
42
C8
Y25
2,408
(1,092)
2,315
(1,050)
24
C8
Z35
3,238
(1,469)
3,445
(1,563)
30
C8
Z45
6,476
(2,937)
6,890
(3,125)
50
1. DESIGN CATEGORY C, IMPORTANCE FACTOR = 1.0: NO RESTRAINTS REQUIRED
2. DESIGN CATEGORY C, IMPORTANCE FACTOR = 1.5: ALL PIPE 2" IPS OR LESS: NO RESTRAINT REQUIRED
F
TL
Q2
24"
X2
1. DESIGN CATEGORY C, IMPORTANCE FACTOR = 1.0: NO RESTRAINTS REQUIRED
2. DESIGN CATEGORY C, IMPORTANCE FACTOR = 1.5:
A. FOR IBC 2003 AND IBC 2006: NO EXEMPTION EXISTS. UNLESS INFORMED OTHERWISE, KINETICS NOISE CONTROL ASSUMES SMACNA IS
ACCEPTED BY THE JURISDICTION HAVING AUTHORITY. PER SMACNA: ALL DUCT WITH A CROSS-SECTIONAL AREA OF LESS THAN 6 SQUARE FEET
(0.56 SQUARE METERS): NO RESTRAINT IS REQUIRED.
B. FOR IBC 2000 AND IBC 2009: ALL DUCT WITH A CROSS-SECTIONAL AREA OF LESS THAN 6 SQUARE FEET (0.56 SQUARE METERS): NO RESTRAINT IS
REQUIRED.
3. DESIGN CATEGORY D, E & F, IMPORTANCE FACTOR = 1.0: ALL DUCT WITH A CROSS-SECTIONAL AREA OF LESS THAN 6 SQUARE FEET (0.56 SQUARE
METERS): NO RESTRAINT IS REQUIRED.
4. DESIGN CATEGORY D, E & F, IMPORTANCE FACTOR = 1.5:
A. FOR IBC 2003 AND IBC 2006: NO EXEMPTION EXISTS. UNLESS INFORMED OTHERWISE, KINETICS NOISE CONTROL ASSUMES SMACNA IS ACCEPTED
BY THE JURISDICTION HAVING AUTHORITY. PER SMACNA:ALL DUCT WITH A CROSS-SECTIONAL AREA OF LESS THAN 6 SQUARE FEET (0.56
SQUARE METERS): NO RESTRAINT IS REQUIRED.
B. FOR IBC 2000 AND IBC 2009: ALL DUCT WITH A CROSS-SECTIONAL AREA OF LESS THAN 6 SQUARE FEET (0.56 SQUARE METERS): NO RESTRAINT IS
REQUIRED.
FOR DESIGN CATEGORY C, D, E, & F, IMPORTANCE FACTOR OF 1.0 OR 1.5
5. EQUIPMENT THAT WEIGHS LESS THAN 75 LBS (34 KG) THAT IS INSTALLED IN LINE WITH A DUCT, AND IS HARD MOUNTED ON AT LEAST ONE END TO THE
DUCT, MAY BE TREATED AS THOUGH IT IS PART OF THE DUCT. ANY DUCT BASED EXEMPTIONS WILL APPLY AND NO SEPARATE RESTRAINTS ARE
NECESSARY.
6. ANY EQUIPMENT WEIGHING MORE THAN 75 LBS (34 KG) AND MOUNTED INLINE IS ASSUMED TO BE RESTRAINED SEPARATELY.
USED WITH
KNC
RESTRAINT
KIT CODE
CABLE SIZE
REQUIRED
ANCHOR SIZE
IN (MM)
KNC
ANCHOR
KIT CODE
REQUIRED
EMBEDMENT
DEPTH IN
(MM)
REQUIRED
QUANTITY
X2
3/8 (9.5)
Q2
1/8 in
3/8 (9.5)
X2
2 (51)
2
X2
3/8 (9.5)
Q3
3/16 in
3/8 (9.5)
X2
2 (51)
2
X3
1/2 (12.7)
Q41
1/4 in
5/8 (15.9)
Y1
4 (102)
1
Y1
5/8 (15.9)
C4
1/4 in
5/8 (15.9)
Y1
4 (102)
2
Y2
3/4 (19)
C4
1/4 in
5/8 (15.9)
Y1
4 (102)
4
Y2
3/4 (19)
C6
3/8 in
5/8 (15.9)
Y1
4 (102)
4
D
1. FOR USE IN STANDARD OR LIGHTWEIGHT CONCRETE POURED OVER METAL DECKING, THE KSUA-2 BRACKET SUPPLIED WITH THE Q4
CABLE RESTRAINT KIT WILL NEED TO BE REPLACED WITH THE KINETICS NOISE CONTROL MODEL KSCC-1 BRACKET, ORDER P/N 9036608.
BASE PLATE
1-1/2x1-1/2x1/4
(38x38x6.4)
1x1x1/4 (25x25x6.4)
2x2x1/4 (51x51x6.4)
2x2x3/8 (51x51x9.5)
2-1/2x2-1/2x1/4
(64x64x6.4)
2-1/2x2-1/2x1/2
(64x64x13)
3x3x1/4 (76x76x6.4)
3x3x1/2 (76x76x13)
3-1/2x3-1/2x1/4
(89x89x6.4)
3-1/2x3-1/2x1/2
(89x89x13)
4x4x1/4
(102x102x6.4)
C
Q2
122
(3099)
145
(3683)
197
(5004)
189
(4801)
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
Q3
77
(1956)
92
(2337)
125
(3175)
120
(3048)
164
(4166)
153
(3886)
210
(5334)
189
(4801)
-
-
-
-
-
-
-
-
Q4
52
(1321)
61
(1549)
84
(2134)
80
(2032)
110
(2794)
103
(2616)
141
(3581)
127
(3226)
174
(4420)
209
(5309)
-
-
-
-
C4
53
(1346)
63
(1600)
86
(2184)
82
(2083)
113
(2870)
105
(2667)
144
(3658)
130
(3302)
178
(4521)
213
(5410)
-
-
-
-
C6
37
(940)
44
(1118)
60
(1524)
57
(1448)
78
(1981)
73
(1854)
100
(2540)
90
(2286)
124
(3150)
149
(3785)
203
(5156)
232
(5893)
C8
30
(762)
36
(914)
49
(1245)
47
(1194)
64
(1626)
60
(1524)
82
(2083)
74
(1880)
101
(2565)
121
(3073)
166
(4216)
190
(4826)
SEISMIC STRUT RESTRAINT SIZE SUBSTITUTION PER KNC
RESTRAINT CODE FOR UNISTRUT PROFILES
SEISMIC STRUT RESTRAINT SIZE SUBSTITUTION PER KNC RESTRAINT CODE FOR PIPE
UNISTRUT® PROFILE
NOMINAL PIPE SIZE & SCHEDULE
KNC
RESTRAINT
CODE
1" SCH. 40 (25
mm)
1-1/4" SCH. 40 (32
mm)
1-1/2" SCH. 40 (40
mm)
2" SCH. 10 (50 mm) 2" SCH. 40 (50 mm)
2-1/2" SCH. 10 (65
mm)
2-1/2" SCH. 40 (65
mm)
KNC
RESTRAINT
CODE
P1000
MAXIMUM STRUT LENGTH, in (mm)
P1001
P5000
P5001
Q2
79
(2007)
118
(2997)
148
(3759)
188
(4775)
218
(5537)
-
-
-
-
Q2
117
(2972)
186
(4724)
179
(4547)
-
-
Q3
50
(1270)
75
(1905)
94
(2388)
120
(3048)
138
(3505)
168
(4267)
210
(5334)
Q3
74
(1880)
118
(2997)
113
(2870)
160
(4064)
Q4
33
(838)
50
(1270)
63
(1600)
80
(2032)
93
(2362)
113
(2870)
141
(3581)
Q4
49
(1245)
79
(2007)
76
(1930)
108
(2743)
C4
-
-
51
(1295)
64
(1626)
82
(2083)
95
(2413)
116
(2946)
144
(3658)
C4
51
(1295)
81
(2057)
78
(1981)
110
(2794)
C6
-
-
35
(889)
45
(1143)
57
(1448)
66
(1676)
80
(2032)
100
(2540)
C6
34
(864)
56
(1422)
54
(1372)
77
(1956)
SCALE:
-
C8
-
-
-
-
35
(889)
44
(1118)
54
(1372)
66
(1676)
82
(2083)
C8
16
(406)
46
(1168)
44
(1118)
62
(1575)
3
4
5
DATE:
7
8
9
10
11
101627
BY:
5-7-13
6
B
KNC #:
DRAWING NO.
2
E
UNLESS OTHERWISE INFORMED BY THE CUSTOMER, KINETICS NOISE CONTROL WILL ASSUME DUCT OF THE SIZES INDICATED BELOW ARE EXEMPT PER
THE CODE.
1
G
STRUCTURAL STEEL ANGLE SIZE, in (mm)
KNC
RESTRAINT 1x1x1/8 (25x25x3.2)
CODE
SEISMIC RESTRAINT DUCT EXEMPTIONS
A
12
SEISMIC STRUT RESTRAINT SIZE SUBSTITUTION PER KNC RESTRAINT CODE FOR STRUCTURAL STEEL ANGLE
3. DESIGN CATEGORY D, E & F, IMPORTANCE FACTOR = 1.0: ALL PIPE 3" IPS OR LESS: NO RESTRAINT REQUIRED
4. DESIGN CATEGORY D, E & F, IMPORTANCE FACTOR = 1.5: ALL PIPE 1" IPS OR LESS: NO RESTRAINT REQUIRED
B
(681)
WITH OVERSIZED
UNLESS OTHERWISE INFORMED BY THE CUSTOMER, KINETICS NOISE CONTROL WILL ASSUME PIPES OF THE SIZES INDICATED BELOW AND SMALLER ARE
CLEVIS SUPPORTED AND ARE EXEMPT PER THE CODE.
C
1,501
SEE SUBMITTAL DOCUMENT ANC-2 FOR FURTHER DETAILS
WITH OVERSIZED
BASE PLATE
W10
OVERSIZED BASE PLATE
WITH OVERSIZED
BASE PLATE
W9
WITH OVERSIZED
BASE PLATE
W8
Z3
(4) 3/8" (9.5 mm) LAG SCREW
W7
KNC
STANDARD
ANCHOR ANCHOR SIZE
KIT
IN (MM)
CODE
(2) 7/8" (22.2 mm) LAG SCREW
W6
(556)
FOR LIGHTWEIGHT CONCRETE OVER METAL DECKING
(WITH GROMMET)
1,226
ANCHOR SUBSTITUTION WHEN INSTALLING INTO THE UNDERSIDE OF CONCRETE
POURED OVER METAL DECKING
(WITH GROMMET)
X3
Z1
12. REFER ALSO TO KINETICS NOISE CONTROL PIPE & DUCT SEISMIC APPLICATIONS MANUAL, AND/OR OTHER KNC DOCUMENTATION FOR
ADDITIONAL INFORMATION. WWW.KINETICSNOISE.COM.
(2) 3/8" (9.5 mm) LAG SCREW
W2
GROMMET)
Y3
11. IF SEALED, THIS DOCUMENT HAS BEEN REVIEWED AND SEALED BY THE LISTED SIGNEE IN THE NAME OF KINETICS NOISE CONTROL,
INC.
(2) 1/4" (6.4 mm) LAG SCREW
W1
Z15
- RESTRAINT CAN BE INSTALLED
ANYWHERE WITHIN THIS AREA
STRUCTURAL WOOD/STEEL ATTACH. KIT
GROMMET)
Q3
24"
STRUCTURAL CONCRETE/STEEL ATTACH. KIT
(2) 1/4" (6.4 mm) CONCRETE ANCHOR (WITH
12
RESTRAINTS SHOWN DIRECTLY ON AN
ELBOW ARE ASSUMED TO ACT ON BOTH
AXES AND MUST BE INSTALLED WITHIN
TWO FEET OF THE ELBOW.
QUAKEBULK-4 CABLE KIT - QUAKELOC 1/4" CLIPS,
KSUA & KSCA BRACKETS
X2
IF STRUTS ARE SUBSTITUTED FOR CABLE RESTRAINTS, HANGER RODS MUST BE REVIEWED BY THE ENGINEER OF RECORD AND
ANCHORS TO STRUCTURE MUST BE SEISMICALLY RATED
OR
(552)
ENGINEERED MECH.
9.
RESTRAINT AND ANCHOR SELECTION PERMITS THE USE OF EITHER ORIENTATION 1 OR 2 AND AN ANGLE NOT TO EXCEED 60°.
B2
X1
8.
OR
1,216
-
E
OR
(513)
REPRESENTATIVE
5.
1,132
CUSTOMER
4.
ALL PIPE EXCEPT DRAIN AND SANITARY LINES ARE ASSUMED TO BE "HIGH" OR "MEDIUM" DEFORMABILITY UNLESS NOTED. THIS IS
PIPING MADE OF DUCTILE MATERIALS, CONNECTED WITH STRAIN TOLERANT CONNECTIONS AND INCLUDES STEEL OR COPPER PIPE
WITH WELDED, BRAZED OR ROLL FORMED GROOVE TYPE CONNECTIONS. IF A SYSTEM IS NOT MARKED AS NEEDING RESTRAINT, IT IS
SMALL ENOUGH TO BE EXEMPTED AND NO SPECIAL TREATMENT IS NEEDED.
OR
X35
-
3.
RESTRAINT KIT DESCRIPTION
Q3
1. MAXIMUM HORIZONTAL LOADS ARE PRODUCED AT A RESTRAINT INSTALLATION OF 45°
2. MAXIMUM VERTICAL LOADS ARE PRODUCED AT A RESTRAINT INSTALLATION OF 60°
3. MAXIMUM LOAD FOR KCAB ANCHOR ONLY (KCCAB NOT AVAILABLE IN THIS SIZE)
4. MAXIMUM LOAD FOR EITHER KCAB OR KCCAB ANCHORS
5. MAXIMUM LOAD REQUIRES THE USE OF KCCAB ANCHORS
NOTE: EACH KIT CONTAINS ENOUGH COMPONENTS FOR (2) COMPLETE SEISMIC RESTRAINT CABLE ASSEMBLIES OR (1) COMPLETE SEISMIC RESTRAINT STRUT ASSEMBLY WITH THE STRUCTURAL
MEMBER BY OTHERS
Q2
495
PROJECT DRAWING REFERENCE
2.
4
X24
CANYON VIEW HOSPITAL
1.
T
602
Q3
PROJECT
Sds: -
HAZARDOUS PIPE RESTRAINT SPACING
4
(273)
(225)
KINETICS NOISE CONTROL, INC.
OCCUPANCY CATEGORY IV:
(186)
JP
SPECTRAL RESPONSE COEFFICIENTS:
409
COVER SHEET
0.68
L
PIPE RESTRAINT SPACING
(223)
2
LIFE-SAFTEY AND HAZARDOUS MATERIALS PIPE AND DUCT, I P = 1.5
491
SUBMITTAL # 1
FOR TRAPEZE-TRAPPED/SUPPORTED DUCT, SEE DETAILS A-M.
FOR ROD-SUPPORTED DUCT, SEE DETAILS N & P
ALL OTHER PIPE AND DUCT, I P = 1.0
G
X25
LBS
5-7-13
S1:
IMPORTANCE FACTOR (I P) ASSUMED
OCCUPANCY CATEGORY I, II, III:
0.29
Q2
FOR CLEVIS-SUPPORTED PIPES, SEE DETAILS A-D
FOR TRAPEZE-SUPPORTED PIPES, SEE DETAILS E-M
VERTICAL ²
(KG)
HORIZONTAL¹
LBS (KG)
JP
Ss:
ANCHOR
1
MAPPED SPECTRAL RESPONSE ACCELERATIONS:
C
RESTRAINT
DESCRIPTION
SEISMIC DESIGN CATEGORY:
IV
3
TITLE
OCCUPANCY CATEGORY:
2
DATE
1
#10 SCREWS
REQUIRED
FOR DUCT
ATTACHMENT
MAX. FORCE @ RESTRAINT (LFRD)
BUBBLE CODES
FOR RESTRAINT INSTALLATION DETAIL OPTIONS, REFER TO CORRESPONDING
CABLE ORIENTATION SYMBOLS SHOWN
ON SHEET A FOR PIPE AND SHEETS A1 & A2 FOR DUCT.
BY
D
NO.
SITE CLASS:
NOTE:
1.) IF SEALED, THIS DOCUMENT HAS
BEEN REVIEWED AND SEALED BY
THE LISTED SIGNEE IN THE NAME
OF KINETICS NOISE CONTROL.
2012 IBC
SEISMIC RESTRAINT COORDINATION DRAWING
BUILDING CODE:
H
WWW.KINETICSNOISE.COM
7
PH, 614-889-0480 FAX. 614-889-0540
SEISMIC RESTRAINT BASIS FOR DESIGN
6
3.) IF 12" RULE APPLIES TO PIPE
AND/OR DUCT, SEE NOTE 6 ON
KINETICS NOISE CONTROL
RESTRAINT COVER SHEET.
5
6300 IRELAN PLACE, DUBLIN, OHIO 43017
4
2.) FOR RESTRAINT BASIS, DESIGN
NOTES, EXEMPTIONS AND
DETAILS, SEE KINETICS NOISE
CONTROL RESTRAINT COVER
SHEET.
3
S # 3 - REVISED PER MEP 2.0 AND SPEC SECTION 230548-2.5-A-1
2
5-29-13
1
12
JP
A
6
7
8
9
10
11
12
INSTALLATION
ANGLE
H
Q
TAG
KINETICS MODEL
CABLE
SIZE
Q2
QUAKEKIT- * -2
1/8"
Q3
QUAKEKIT- * -3
3/16"
Q4
QUAKEKIT- * -4
1/4"
IF USING STRUTS REFER TO TABLE 4C
TAG KINETICS MODEL
KSUA BRACKET CLOSED
BOLT/ANCHOR WELD LENGTH
SIZE
Lw
in. (mm)
in. (mm)
X1
KSUA-AK-250
1/4" (6.4)
--
X2
KSUA-AK-375
3/8" (9.5)
--
X3
KSUA-AK-500
1/2" (12.7)
--
ORIENTATION 1
3/8"
C8
KSCC-8
1/2"
5-7-13
JP
1/4"
KSCC-6
2
KSCC-4
C6
JP
C4
1
CABLE
SIZE
*IF USING STRUTS REFER TO TABLE 4C
BOLT/ANCHOR
SIZE
TAG KINETICS MODEL
in. (mm)
F
WELD LENGTH
Lw
in. (mm)
Y1
KSCC-AK-625
5/8" (15.9)
7/8" (22)
Y2
KSCC-AK-750
3/4" (19)
1-1/4" (32)
Y3
KSCC-AK-875
7/8" (22.2)
1-3/4" (44)
F
KINETICS MODEL
Lw
TYP
1/4
(6 mm)
Y
G
REV 1
C
TAG
BY
DATE
ORIENTATION 2
INSTALLATION
ANGLE
REV 1
SUBMITTAL # 1
X
NO.
G
DESCRIPTION
KSUA BRACKET OPEN
REV 1
H
ORIENTATION 1
E
5
PH, 614-889-0480 FAX. 614-889-0540
4
3
S # 3 - RESTRAINTS REMOVED FROM AREAS NOT REQUIRED PER MEP 2.0
2
5-29-13
1
E
REV 1
REV 1
TL
Y2
D
2
T
C4
SHEET.
TL
X3
NOTE:
1
1
Q2
D
Q2
X3
REV 1
Q2
X3
1
8'
A
4'
0'
8'
16'
TITLE
PIPING IN THIS
AREA NOT
PROVIDED TO KNC.
SCALE:
DATE:
2
05/06/13
3
4
5
6
7
8
9
10
11
101627
BY:
DRAWING NO.
1
ENGINEERED MECH.
KNC #:
1/8"=1'-0"
1/8" = 1'-0"
B
-
TL
X3
CUSTOMER
B
1
11/16/12
TL
Q2
Y1
C4
PROJECT
TL
2
REPRESENTATIVE
C
1ST FLOOR PLAN - AREA A - PLUMBING
C
12
MG
A
3
4
5
6
7
H
8
9
10
11
12
PIPING IN THIS
AREA NOT
PROVIDED TO KNC.
X3
X3
JP
TL
2
Q2
T
H
G
C4
Y2
REV 1
TL
Q2
JP
2
1
REV 1
BY
DATE
G
SUBMITTAL # 1
Y2
5-7-13
C4
NO.
T
DESCRIPTION
REV 1
2
S # 3 - RESTRAINTS REMOVED FROM AREAS NOT REQUIRED PER MEP 2.0
2
5-29-13
1
Q2
F
Q2
X3
TL
Q2
X3
TL
Q2
X2
1
TL
TL
E
TL
TL
Q2
Q2
TL
X3
Q2
TL
X3
Z3
Q2
X3
Q2
X3
X3
2
T
TL
TL
C6
Q2
TL
Q2
TL
PH, 614-889-0480 FAX. 614-889-0540
X3
TL
F
E
C4
Y2
Q2
X3
TL
X3
Q2
1
X2
X3
1
TL
Q2
X2
PIPING IN THIS
AREA NOT
PROVIDED TO KNC.
D
SHEET.
NOTE:
REV 1
D
REV 1
1/8" = 1'-0"
Q
Q2
QUAKEKIT- * -2
1/8"
C4
KSCC-4
Q3
QUAKEKIT- * -3
3/16"
C6
KSCC-6
3/8"
Q4
QUAKEKIT- * -4
1/4"
C8
KSCC-8
1/2"
KSCCZ2 -AK ATTACHMENT
KIT BY KINETICS. NOTE THAT
ANCHORS ARE TO BE PLACED
OPPOSITE CORNER HOLES!
NUMBER of ANCHOR SIZE
in. (mm)
ANCHORS
KINETICS
MODEL
Z3
KSCCZ2-AK-500
2
1/2" (12.7)
Z4
KSCCZ4-AK-500
4
1/2" (12.7)
C
IF USING STRUTS REFER TO TABLE 4C
TAG KINETICS MODEL
TAG
TAG
KSUA BRACKET CLOSED
CABLE
KINETICS MODEL
SIZE
BOLT/ANCHOR
SIZE
in. (mm)
WELD LENGTH
Lw
in. (mm)
1/4"
*IF USING STRUTS REFER TO TABLE 4C
TAG KINETICS MODEL
BOLT/ANCHOR
SIZE
in. (mm)
WELD LENGTH
Lw
in. (mm)
X1
KSUA-AK-250
1/4" (6.4)
--
X2
KSUA-AK-375
3/8" (9.5)
--
Y1
KSCC-AK-625
5/8" (15.9)
7/8" (22)
X3
KSUA-AK-500
1/2" (12.7)
--
Y2
KSCC-AK-750
3/4" (19)
1-1/4" (32)
Y3
KSCC-AK-875
7/8" (22.2)
1-3/4" (44)
TRAPEZE MOUNTED PIPE:
1
AT THIS LOCATION ALL LINES ARE TO BE HARD CLAMPED TO
TRAPEZE BAR.
ORIENTATION 1
B
-
TAG
INSTALLATION
ANGLE
CABLE
KINETICS MODEL
SIZE
CUSTOMER
B
11/16/12
INSTALLATION
ANGLE
16'
8'
PROJECT
0'
TITLE
4'
8'
1ST FLOOR PLAN - AREA B - PLUMBING
REV 1
ENGINEERED MECH.
C
REPRESENTATIVE
C
KSUA BRACKET OPEN
A
KSCC ATTACHMENT
BRACKET BY KINETICS
CONCRETE
BY OTHERS
3/4 FLAT WASHER
BY KINETICS
KSCCZ4 -AK
ATTACHMENT
KIT BY KINETICS
3/4-10 UNC X 2
FLAT SOCKET HEAD
CAP SCREW
BY KINETICS
Z
1
2
3
1/4
(6 mm)
3/4-10 UNC HEX NUT
BY KINETICS
SECURELY TIGHTEN
AT INSTALLATION
CONCRETE
BY OTHERS
KSCC CABLE RESTRAINT
KIT BY KINETICS
4
2
Lw
TYP
KSCCZ 4 BOLT
BASE PLATE
BY KINETICS
X
Y
ORIENTATION 2
5
6
AT THIS LOCATION, HOT WATER, STEAM OR REFRIGERANT LINES ARE
NOT TO BE HARD CLAMPED TO THE TRAPEZE BAR. THEY SHOULD BE
TRANSVERSELY RESTRAINED BUT ALLOWED TO GROW
LONGITUDINALLY. PIPES MUST BE LOOSELY ATTACHED TO TRAPEZE
BAR. ± 41" (6mm) MAXIMUM MOVEMENT ALLOWED IN TRANSVERSE AND
VERTICAL DIRECTIONS.
SCALE:
KNC #:
1/8"=1'-0"
DATE:
BY:
05/06/13
DRAWING NO.
ORIENTATION 1
7
8
9
10
11
101627
12
MG
A
A
B
C
D
E
F
G
H
TRANSVERSE (LATERAL) RESTRAINT ARRANGEMENT FOR
NON-ISOLATED SINGLE CLEVIS HUNG PIPE
*
1
J
2
3
OPTIONAL TRANSVERSE (LATERAL) RESTRAINT ARRANGEMENT
FOR TRAPEZE
1/16" MIN.
1/8" MAX.
CLEARANCE
*
*
FOR TRAPEZE
TYPE 5 NOT TO BE USED AS A TRANSVERSE (T) RESTRAINT ON HOT
WATER, STEAM OR REFRIGERANT LINES.
FOR THESE APPLICATIONS USE ARRANGEMENT TYPE 4.
NOTE:
E
NOTE:
C
1/16" MIN.
1/8" MAX.
CLEARANCE
IF CLEVIS DOES NOT POSITIVELY
CLAMP TO PIPE A SEPARATE
RISERCLAMP IS REQUIRED
LONGITUDINAL (AXIAL) RESTRAINT W/CLAMP TYPE CLEVIS
TYPE 6 CAN ONLY BE USED AS A
TRANSVERSE (T) RESTRAINT ON HOT
WATER, STEAM OR REFRIGERANT LINES
IF THE HANGER ROD CAN CANT TO
FOLLOW THE GROWTH OR SHRINKAGE
OF THE PIPE WITHOUT DAMAGE.
OTHERWISE FOR THESE APPLICATIONS
USE ARRANGEMENT TYPE 13.
NOTE:
A
*
6
TOP VIEW
90°
SIDE VIEW
(DOUBLED RISER CLAMPS ARE NOT
REQUIRED IF THE CABLES CAN BE
ORIENTED THROUGH GEOMETRY OR
ADDED HARDWARE CLIPS IN SUCH A WAY
AS TO ENSURE THAT THE CABLE IS NOT
BENT OVER OR BEARING AGAINST A
SHARP CORNER OR EDGE)
RISER CLAMPS MUST BE TIGHTLY
CLAMPED AGAINST PIPE
K
F
4
5
FOR TRAPEZE
*
6
1/16" MIN.
1/8" MAX.
CLEARANCE
NOTE:
FOR TRAPEZE
M
G
8
TYPE
7
LONGITUDINAL (AXIAL) RESTRAINT FOR TRAPEZE
8
*
SECOND TIER TRAPEZE
*
1/16" MIN.
1/8" MAX.
CLEARANCE
7
NOTE:
1/16" MIN.
1/8" MAX.
CLEARANCE
*
PIPE TRAPEZE SUPPORTED
COMBINED TRANSVERSE (LATERAL) & LONGITUDINAL (AXIAL) RESTRAINT
90°
90°
*
LONGITUDINAL (AXIAL) RESTRAINT W/NON-CLAMPING CLEVIS & RISER CLAMP
*
5
PIPE CLEVIS SUPPORTED
NOTE:
D
B
4
*
10
H
9
10
11
11
SHEET
FOR TRAPEZE
1/16" MIN.
1/8" MAX.
CLEARANCE
*
NOTE:
ATTACHMENT DESCRIPTION
9
SHEET:
3
12
12
FOR PIPING
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
H
N
J
F
A
1
RESTRAINT
2
KSCC CLIP WITH BOLTED CABLE LOOP
CABLE ONLY
CLAMP OPTIONS
SHEET F (TYP)
THIMBLE
REQ.'D
EPOXY FILLED UMBRELLA TYPE ANCHOR
SEE STRUT
OPTIONS SHEET F (TYP)
SEE CABLE
CLAMP OPTIONS
SHEET F (TYP)
MODEL KHBA
BY KINETICS
NOISE CONTROL
1/2 BOLT DIA
MIN THICKNESS
KSCC/KSCA CLIP WITH RESTRAINT
P
3
TYPICAL ATTACHMENT TO GROUT FILLED
MASONRY WALL
SEE STRUT
SEE CABLE
CLAMP OPTIONS
SHEET F (TYP)
RESTRAINT
KSCC CLIP WITH THREADED CABLE LOOP
REFER TO
KINETICS NOISE
CONTROL ANCHOR
SUBMITTAL
K
SEE STRUT
SEE CABLE
CLAMP OPTIONS
SHEET F (TYP)
RESTRAINT
G
4
Q
M
5
TYPICAL CLIP MOUNTED TO UNISTRUT
STRUT CHANNEL
RESTRAINT
SEE CABLE
CLAMP OPTIONS
SHEET F (TYP)
SEE STRUT
OPTIONS
SHEET F (TYP)
SERRATED TEETH
ON NUT
CLIP MOUNTED
APPROX MIDWAY
BETWEEN ANCHORS
R
6
KSUA CLIP
SEE STRUT
SEE CABLE
CLAMP OPTIONS
SHEET F (TYP)
TYPICAL THROUGH BOLT ATTACHMENT
TO HOLLOW CORE MASONRY WALL
15 BOLT DIAMETERS
TO A MAXIMUM OF
10 INCHES (SQUARE)
BOTH SIDES OF BLOCK
CABLE ONLY
CLAMP OPTIONS
SHEET F (TYP)
RESTRAINT
RESTRAINT
STRUT CHANNEL
SIDE VIEW
8
RESTRAINT
7
8
NOTE: ALL HARDWARE BY KINETICS NOISE CONTROL
SEE STRUT
SEE CABLE
CLAMP OPTIONS
SHEET F (TYP)
TYPICAL CLIP WITH STEEL PLATE TO DECKING
1/2 BOLT DIA MIN THICKNESS
TYPICAL CLIP MOUNTED TO UNISTRUT
SEE STRUT
SEE CABLE
CLAMP OPTIONS
SHEET F (TYP)
SERRATED TEETH
ON NUT
D
7
MULTI-ANCHOR ATTACHMENTS
ONLY NECESSARY WHERE SPECIFIED
BY KINETICS NOISE CONTROL
BOTTOM VIEW
TYPE 1
RESTRAINT CAN BE ROTATED
TO DESIRED ANGLE
TYPICAL CLIP TO METAL DECKING
CLIP MOUNTED
APPROX MIDWAY
BETWEEN ANCHORS
C
SEE STRUT
SEE CABLE
CLAMP OPTIONS
SHEET F (TYP)
TYPE 2
NOTE: ALL HARDWARE BY KINETICS NOISE CONTROL
RESTRAINT
B
SEE CABLE
CLAMP OPTIONS
SHEET F (TYP)
SEE STRUT
TYPICAL THROUGH BOLT ATTACHMENT TO SOLID MASONRY
SEE STRUT
SEE CABLE
CLAMP OPTIONS
SHEET F (TYP)
15 BOLT DIAMETERS
TO A MAXIMUM OF
10 INCHES (SQUARE)
BOTH SIDES OF WALL
KSUA-1 CLIP 1/4 - 3/8 ANCHOR AND CABLE
CABLE ONLY
CLAMP OPTIONS
SHEET F (TYP)
RESTRAINT
WHEN CONNECTING TO CONCRETE THROUGH
METAL DECKING, THE RESTRAINT SHOULD BE
ANCHORED TO THE DEEPEST SECTION
6
TYPE 2
5
TYPE 1
4
H
9
TYPE 1 & 2
HANGER ROD
BY OTHERS
ANGLE STIFFENER
BY OTHERS
(IF REQ.'D)
ROD STIFFENER CLAMP BY
(IF REQ.'D)
*
MAINTAIN GAP
BUT NOT TO
EXCEED 1/8 "
1/4" Typ
KINETICS NOISE CONTROL (IF REQ.'D)
STIFFENER ANGLE
BY OTHERS (IF REQ.'D)
10
11
HANGER ROD ATTACHMENT POINT WITH ISOLATION HANGER DETAIL
HANGER ROD
BY OTHERS
KHRC-B
KNC
*
11
ANCHOR TENSIONING NUT
BY OTHERS
UPPER WASHER BY OTHERS
STEEL WASHER
BY OTHERS
FULL HEX NUT BY OTHERS
DOUBLE NUT OR SECURE WITH
LOCTITE TO PREVENT NUT
1/2" Typ
FROM "WALKING"
HANGER ROD ATTACHMENT POINT WITH COUPLING DETAIL
KHRC-B
KNC
1/4" Typ
1/2" Typ
COUPLING BY
OTHERS
TYPE 3
TYPICAL ANCHOR DEPTH AND COVER
REFER TO ANCHOR
SUBMITTAL
REFER TO KINETICS
NOISE CONTROL
ANCHOR SUBMITTAL*
ADJUST GAP TO BETWEEN
1
1
8 AND 4" AFTER SUPPORTED
SYSTEM IS BROUGHT TO
OPERATING WEIGHT
S2
CABLE ONLY
CLAMP OPTIONS
SHEET F (TYP)
THIMBLE
REQ.'D
10
KSCC CLIP WITH BOLTED CABLE LOOP
ISOLATION HANGER
BY KINETICS NOISE
CONTROL
S1
E
9
TYPE 1
TYPE 1 & 2
TYPE 3
3
SHEET:
12
12
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
H
1
N
H
E
A
SEE CABLE
CLAMP OPTIONS
SHEET F (TYP)
KSUA WELDED TO STEEL
KSCC WELDED TO STEEL
RESTRAINT
3/16
2
SEE CABLE
CLAMP OPTIONS
SHEET F (TYP)
1/4
SEE CABLE
CLAMP OPTIONS
SHEET F (TYP)
THREE
SIDES
SEE STRUT
SEE CABLE
CLAMP OPTIONS
SHEET F (TYP)
SEE STRUT
RESTRAINT
3/16
THREE
SIDES
KSUA TO 'X' BRACED OPEN WEB TRUSS
NOTE: ONLY
ACCEPTABLE @ CROSSBRACE OTHERWISE
PLACEMENT IS @ TOP
P
J
F
B
3/16
SEE CABLE
CLAMP OPTIONS
SHEET F (TYP)
SERRATED TEETH
ON NUT
SERRATED TEETH
ON NUT
SEE CABLE
CLAMP OPTIONS
SHEET F (TYP)
3
SEE CABLE
CLAMP OPTIONS
SHEET F (TYP)
SEE STRUT
RESTRAINT
3/16
THREE
SIDES
KSBC WITH KSUA RESTRAINT CLIP
SEE CABLE
CLAMP OPTIONS
SHEET F (TYP)
4
TYPE 2
SEE CABLE
CLAMP OPTIONS
SHEET F (TYP)
1/4
SEE CABLE
CLAMP OPTIONS
SHEET F (TYP)
Q
K
G
SEE CABLE
CLAMP OPTIONS
SHEET F (TYP)
SEE STRUT
RESTRAINT
CHANNEL MUST BRIDGE
AT LEAST 2 'V's AS SHOWN
CHANNEL MUST BRIDGE
AT LEAST 2 'V's AS SHOWN
5
RESTRAINT
SEE CABLE
CLAMP OPTIONS
SHEET F (TYP)
SEE STRUT
3/16
THREE
SIDES
SEE CABLE
CLAMP OPTIONS
SHEET F (TYP)
1/4
KSUA TO UNBRACED BRACED OPEN WEB
TRUSS
KSUA / KSCA ALIGNED WITH UNBRACED OPEN WEB TRUSS
STRUT CHANNEL
BY OTHERS
(HARDWARE BY OTHERS)
BOTH SIDES - MUST
OBTAIN APPROVAL OF
ENGINEER OF RECORD
STRUT CHANNEL
BY OTHERS
(HARDWARE BY OTHERS)
BOTH SIDES - MUST
OBTAIN APPROVAL OF
ENGINEER OF RECORD
TYPE 1
5
C
SEE STRUT
SEE CABLE
CLAMP OPTIONS
SHEET F (TYP)
SEE CABLE
CLAMP OPTIONS
SHEET F (TYP)
6
1/4
RESTRAINT
KSBC WITH CCA RESTRAINT CLIP
SEE CABLE
CLAMP OPTIONS
SHEET F (TYP)
R
RESTRAINT
KSCC TO 'X' BRACED OPEN WEB TRUSS
6
SEE STRUT
M
TYPE 1
4
7
7
D
SEE CABLE
CLAMP OPTIONS
SHEET F (TYP)
8
RESTRAINT
8
KSCC TO UNBRACED BRACED
OPEN WEBTRUSS
SEE STRUT
TYPE 2
3
TOP BEAM C-CLAMP
MAINTAIN GAP
BUT NOT TO
EXCEED 1/8 "
S
9
HANGER ROD
BY OTHERS
ANGLE STIFFENER
BY OTHERS
(IF REQ.'D)
(IF REQ.'D)
KHRC-B
KNC
10
OPTIONAL HANGER MOUNTING
ARRANGEMENTS (TYP) (BY OTHERS)
HANGER ROD
BY OTHERS
ADJUST GAP TO BETWEEN
1
8 AND 4" AFTER SUPPORTED
SYSTEM IS BROUGHT TO
OPERATING WEIGHT
ISOLATION HANGER
BY KINETICS NOISE
CONTROL
1
1/2" Typ
COUPLING BY
OTHERS
WELDED TAB
NUT TOP & BTM
TO LIMIT UP-LIFT
STEEL BEAM CLAMP WITH EYE NUT
NUT TOP & BTM
TO LIMIT UP-LIFT
11
SIDE BEAM OR CHANNEL CLAMP
TYPE 3
10
11
1/4" Typ
KINETICS NOISE CONTROL (IF REQ.'D)
STIFFENER ANGLE
BY OTHERS (IF REQ.'D)
STEEL WASHER
BY OTHERS
FULL HEX NUT BY OTHERS
DOUBLE NUT OR SECURE WITH
LOCTITE TO PREVENT NUT
1/2" Typ
FROM "WALKING"
ATTACHMENT BOLT OR
ALL THREAD NUT
HANGER ROD ATTACHMENT POINT WITH COUPLING DETAIL
KHRC-B
KNC
1/4" Typ
WELDED BEAM
ATTACHMENT
WITH OR WITHOUT BOLT
9
SHEET:
TYPE 3
TYPE 1
12
12
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
H
STIFFENER ANGLE
(IF REQ.'D)
BY OTHERS
KHRC-B
KNC
H
1
DOUBLE ROLLER
HANGER
BY OTHERS
KSCA CABLE
ATTACHMENT BRACKETS
BY KINETICS NOISE
CONTROL
SEE CABLE /
STRUT OPTIONS
SHEET F (TYP)
HANGER ROD
BY OTHERS
2
(2) 1/2-13 UNC X 2-1/2 BOLTS
(2) 1/2-13 UNC NUTS
(2) 1/2" LOCK WASHERS
STIFFENER ANGLE
(IF REQ.'D)
BY OTHERS
D
END VIEW
KHRC-B
KNC
TOP VIEW
3
E
TOP & BOTTOM NUTS
TO BE TIGHTENED
AGAINST HANGER
BRACKET
KSCA BRACKET TO
BE INSTALLED
TIGHTLY AGAINST
NUT BELOW
Typ
K
4
DOUBLE ROLLER
HANGER
BY OTHERS
KSCA OR KSUA
CABLE ATTACHMENT
BRACKET BY KINETICS
NOISE CONTROL
SEE CABLE /
STRUT OPTIONS
SHEET F (TYP)
(IF REQ.'D)
ORIENTED THROUGH GEOMETRY OR ADDED
HARDWARE CLIPS IN SUCH A WAY AS TO
ENSURE THAT THE CABLE IS NOT BENT
OVER OR BEARING AGAINST A SHARP
CORNER OR EDGE)
ROD STIFFENER
CLAMP BY KINETICS
NOISE CONTROL
(IF REQ.'D)
1
4"
B
RISER CLAMPS BY OTHERS.
1.) USE DOUBLE BOLT
PIPE CLAMPS FOR
INSULATED PIPE
2.) ROTATE CLAMPS FOR
RESTRAINT CABLES
TO CLEAR HANGER
ROD & HARDWARE
FOR RODS
Ø3/8" TO Ø1"
BY OTHERS.
CLEVIS HANGER
BRACE BY KINETICS
NOISE CONTROL
ROD STIFFENER
ANGLE (IF REQ.'D)
BY OTHERS
KHRC-B
KNC
TYPE: 6
5
KHRC-B
KNC
4" MAX
KNC
KHRC-B
6
ROD STIFFENER
ANGLE (IF REQ.'D)
BY OTHERS
C
F
U-BOLT (BY OTHERS)
TIGHTLY CLAMPED AGAINST
HARDENED INSULATION,
BLOCKING, OR PIPE
UNISTRUT
BY OTHERS
STIFFENER ANGLE
(IF REQ.'D)
BY OTHERS
HANGER ROD
BY OTHERS
L
7
DOUBLE ROLLER
HANGER
BY OTHERS
KSUA CABLE ATTACHMENT
BRACKETS BY KINETICS
NOISE CONTROL (TYP)
KSUA-1: 1/4" & 3/8" BOLTS
KSUA-2: 3/8" & 1/2" BOLTS
SEE CABLE
CLAMP OPTIONS
SHEET F (TYP)
(IF REQ.'D)
RISER CLAMPS
MUST BE TIGHTLY
CLAMPED
AGAINST PIPE
CLEVIS HANGER
(BY OTHERS)
SEE ALSO DETAIL
J BELOW
HANGER ROD
BY OTHERS
HANGER ROD
BY OTHERS
TYPE: 13
SEE CABLE
CLAMP OPTIONS
SHEET F (TYP)
ROD STIFFENER
CLAMP BY
KINETICS NOISE
CONTROL
TYPE: 7
8
KHRC-B
KNC
CLEVIS HANGER
BY OTHERS
(SEE ALSO DETAIL J BELOW)
ROD STIFFENER
ANGLE (IF REQ.'D)
BY OTHERS
HANGER ROD
BY OTHERS
9
KHRC-B
KNC
KHRC-B
KNC
1
4"
KSCA BRACKET TO
BE INSTALLED
TIGHTLY AGAINST
NUT BELOW
8
ROD STIFFENER
ANGLE (IF REQ.'D)
BY OTHERS
STIFFENER ANGLE
(IF REQ.'D)
BY OTHERS
HANGER ROD
BY OTHERS
G
KHRC-B
KNC
Typ
SCREW TO BE
DRIVEN TIGHT
TO PIPE
LISTED PIPE
SUPPORT BRACKET
BY OTHERS
SEE CABLE
CLAMP OPTIONS
SHEET F (TYP)
ROD STIFFENER
CLAMP BY KINETICS
NOISE CONTROL
(IF REQ.'D)
IF THIS TYPE OF HANGER BRACKET IS
USED, THE ALL-THREAD MUST BE
ADJUSTED TIGHT AGAINST TOP OF
PIPE AS SHOWN, OR EXTENDED WITH
COUPLING NUT TO MAKE CONTACT.
1
4"
TYPE: 12
RISER CLAMPS MUST BE
TIGHTLY CLAMPED TO
PREVENT MOVEMENT
OF PIPE
CLEVIS HANGER
(BY OTHERS)
SEE ALSO DETAIL
J BELOW
HANGER ROD
BY OTHERS
SEE CABLE
CLAMP OPTIONS
SHEET F (TYP)
11
J
9
10
11
THIS ARRANGEMENT CAN ONLY BE USED AS A TRANSVERSE (T) RESTRAINT ON
HOT WATER, STEAM OR REFRIGERANT LINES IF THE HANGER ROD CAN CANT TO
FOLLOW THE GROWTH OR SHRINKAGE OF THE PIPE WITHOUT DAMAGE.
OTHERWISE FOR THESE APPLICATIONS USE ARRANGEMENT TYPE 13.
NOTE:
4"MAX
KHRC-B
KNC
ROD STIFFENER
CLAMP BY
KINETICS NOISE
CONTROL
(IF REQ.'D)
TYPE: 8
10
RISER CLAMP BY OTHERS.
1.) USE DOUBLE BOLT PIPE CLAMP OR
HARDENED INSULATION SPACERS FOR
INSULATED PIPE
2.) ROTATE CLAMP FOR RESTRAINT CABLES
TO CLEAR HANGER ROD & HARDWARE
STIFFENER
ANGLE
(IF REQ.'D)
BY OTHERS
TYPE: 6
KSCA CABLE ATTACHMENT
NOISE CONTROL
SEE CABLE/
STRUT OPTIONS
SHEET F (TYP)
TOP & BOTTOM NUTS
TO BE TIGHTENED
AGAINST UNISTRUT
Typ
ROD STIFFENER CLAMP
BY KINETICS NOISE
CONTROL (IF REQ.'D)
HANGER ROD
BY OTHERS
TOP VIEW
KSCA CABLE
ATTACHMENT BRACKETS
BY KINETICS NOISE
CONTROL
FOR RODS
Ø3/8" TO Ø1"
BY OTHERS.
NOTE:
NOISE CONTROL (TYP)
KSUA-1: 1/4" & 3/8" BOLTS
KSUA-2: 3/8" & 1/2" BOLTS
SEE CABLE
CLAMP OPTIONS
SHEET F (TYP)
(IF REQ.'D)
7
(4) 1/2-13 UNC X 2-1/2 BOLTS
(4) 1/2-13 UNC NUTS
BRACKETS BY KINETICS NOISE
CONTROL (TYP)
KSUA-1: 1/4" & 3/8" BOLTS
KSUA-2: 3/8" & 1/2" BOLTS
CLEVIS HANGER
BRACE BY KINETICS NOISE
CONTROL
ROD STIFFENER
ANGLE (IF REQ.'D)
BY OTHERS
HANGER ROD
BY OTHERS
NOTE:
CLEVIS HANGER
BY OTHERS
SEE CABLE
CLAMP OPTIONS
SHEET F (TYP)
(IF REQ.'D)
STIFFENER ANGLE
(IF REQ.'D)
BY OTHERS
TOP & BOTTOM NUTS
TO BE TIGHTENED
AGAINST CLEVIS
HANGER BRACKET
Typ
KSCA BRACKET TO
BE INSTALLED
TIGHTLY AGAINST
NUT BELOW
1
4"
ROD STIFFENER
CLAMP BY KINETICS
NOISE CONTROL
(IF REQ.'D)
HANGER ROD
BY OTHERS
FOR RODS
Ø3/8" TO Ø1"
BY OTHERS.
CLEVIS HANGER
BY OTHERS
(SEE ALSO DETAIL J
BELOW)
HANGER ROD
BY OTHERS
END VIEW
KHRC-B
KNC
TOP VIEW
THIS ARRANGEMENT CAN ONLY BE USED AS A TRANSVERSE (T)
RESTRAINT ON HOT WATER, STEAM OR REFRIGERANT LINES IF THE
HANGER ROD CAN CANT TO FOLLOW THE GROWTH OR SHRINKAGE OF
THE PIPE WITHOUT DAMAGE.
NOTE:
CLEVIS HANGER
BY OTHERS
SEE CABLE /
STRUT OPTIONS
SHEET F (TYP)
(IF REQ.'D)
A
THIS ARRANGEMENT CAN ONLY BE USED AS
A TRANSVERSE (T) RESTRAINT ON HOT
WATER, STEAM OR REFRIGERANT LINES IF
THE HANGER ROD CAN CANT TO FOLLOW
THE GROWTH OR SHRINKAGE OF THE PIPE
WITHOUT DAMAGE.
OTHERWISE FOR THESE APPLICATIONS USE
ARRANGEMENT TYPE 13.
NOTE:
KSCA CABLE
ATTACHMENT BRACKETS
BY KINETICS NOISE
CONTROL
SEE CABLE /
STRUT OPTIONS
SHEET F (TYP)
(2) 1/2-13 UNC X 2-1/2 BOLTS
(2) 1/2-13 UNC NUTS
TYPE: 6
6
TYPE: 13
5
TYPE: 7
4
TYPE: 8
TYPE: 12
3
SHEET:
12
TYPE 13 ROLLER ARR. CHANGE
06/24/09
DCB
12
1.
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
1
G
UNISTRUT BY
OTHERS
CLAMP MUST
CLEAR CABLE
RESTRAINT!
KHRC-B
KNC
DOUBLE
NUTS
2
SWAGE CABLE CLAMP OPTION
PRE-SWAGED ENDS BY
KINETICS NOISE
CONTROL
L
SERRATED TEETH
ON NUT
KHRC-B
KNC
KSCC CLIP
SEE CABLE
CLAMP OPTIONS
SHEET F (TYP)
PIPE ON ROLLERS
KSCC CLIP
A
PIPE MUST BE
SUPPORTED BY
DOUBLE ROLLER
H
CLAMP MUST POSITIVELY
GRIP PIPE/SPACERS
HANGER ROD
& HARDWARE
BY OTHERS
ANGLE TRAPEZE
BAR BY
OTHERS
KSUA CABLE
ATTACHMENT
BRACKET & SEISMIC
RESTRAINT CABLE
KIT BY KINETICS NOISE
CONTROL (TYP)
ROD STIFFENER
CLAMP BY
KINETICS NOISE
CONTROL
STIFFENER ANGLE
BY OTHERS. ANGLE
TO
REST ON TOP
TRAPEZE BAR NUT
ANGLE TRAPEZE
BAR BY
OTHERS
3
U-BOLT CABLE CLAMP OPTION
NOTE:
CLAMP NUMBER MAY
VARY DUE TO CABLE SIZE
M
HANGER ROD
& HARDWARE
BY OTHERS
SEE CABLE
CLAMP OPTIONS
SHEET F (TYP)
KSUA CLIP
ANGLE TRAPEZE BAR
BY OTHERS
ROD STIFFENER CLAMP
BY KINETICS NOISE
CONTROL
J
4
CLAMP OPTION
NOTE:
SET SCREW QUANTITY MAY
VARY DUE TO CABLE SIZE
5
KHRC-B
KNC
STIFFENER ANGLE BY
OTHERS. ANGLE TO REST
ON TOP TRAPEZE BAR NUT
1/4" Typ
D
K
6
ANGLE STRUT OPTION
ANGLE AS
PER KNC TABLE BY
OTHERS
KSCC CLIP
UNISTRUT
ANGLE TRAPEZE
BAR
BY OTHERS
KSCC CLIP
U BOLT TO TRAPEZE
BOLT EQUAL TO
OR LARGER THAN
CALLED OUT
ATTACHMENT BOLT
CALLED OUT
ATTACHMENT
BOLT
KHRC-B
KNC
KHRC-B
KNC
SEE CABLE
CLAMP OPTIONS
SHEET F (TYP)
SERRATED TEETH
ON NUT
ANGLE BRACKET TRAPEZE
TYPE: 9
C
7
L
2"
8
KSUA CLIP
KSCA CLIP
CALLED OUT
ATTACHMENT
BOLT
TYPE 5
TYPE: 9
8
ANGLE STRUT OPTION
UNISTRUT OR EQUAL
PER KNC TABLE BY
OTHERS
BOLT WITH
TOOTHED STRUT
NUT (MUST EXCEED
CALLED OUT
ATTACHMENT BOLT TO
BE USED)
1
THIS ARRANGEMENT NOT TO BE USED AS A TRANSVERSE (T)
RESTRAINT ON HOT WATER, STEAM OR REFRIGERANT LINES.
7
NOTE:
CLAMP MUST POSITIVELY
GRIP PIPE/SPACERS
TYPE 5
6
NOTE:
SEE DWG.# S-90.388-4A
FOR INSTALLATION
REQUIREMENTS
TRAPEZE BRACKET UNISTRUT
TYPE 10
B
NOTE:
SEE DWG.# S-90.384-11B
FOR DETAILED
INSTALLATION
REQUIREMENTS
KHRC-B
KNC
HARDENED
INSULATION
1/16" MIN.
1/8" MAX.
CLEARANCE
TYPE 4
TYPE 10
H
TYPE 4
5
K
9
M
KHRC-B
KNC
KHRC-B
KNC
TYPE 12
SIDE BOLT OPTION
ANGLE AS
PER KNC TABLE BY
OTHERS
BOLT EQUAL TO
OR LARGER THAN
CALLED OUT
ATTACHMENT BOLT
10
KHRC ROD STIFFENER CLAMP
TOP VIEW
CALLED OUT
ATTACHMENT
BOLT
KHRC
THREADED
ROD
ANGLE
KHRC-B
KNC
10
FRONT VIEW
TYPE 11
FOR NUMBER OF CLAMPS
AND LOCATIONS SEE
PROJECT SPECIFIC
DOCUMENTATION
9
TYPE 11
TYPE 12
4
11
11
SHEET:
3
12
12
DETAILS
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
H
TRANSVERSE (LATERAL) STRUTT ARRANGEMENT FOR
NON-ISOLATED SINGLE CLEVIS HUNG PIPE
*
*
*
1
J
2
OPTIONAL TRANSVERSE (LATERAL) STRUT ARRANGEMENT
FOR TRAPEZE
3
1/16" MIN.
1/8" MAX.
CLEARANCE
FOR TRAPEZE
NOTE:
E
NOTE:
C
1/16" MIN.
1/8" MAX.
CLEARANCE
IF CLEVIS DOES NOT POSITIVELY
CLAMP TO PIPE A SEPARATE
RISERCLAMP IS REQUIRED
LONGITUDINAL (AXIAL) STRUT W/CLAMP TYPE CLEVIS
TYPE 6 CAN ONLY BE USED AS A
TRANSVERSE (T) RESTRAINT ON HOT
WATER, STEAM OR REFRIGERANT LINES
IF THE HANGER ROD CAN CANT TO
FOLLOW THE GROWTH OR SHRINKAGE
OF THE PIPE WITHOUT DAMAGE.
OTHERWISE FOR THESE APPLICATIONS
USE ARRANGEMENT TYPE 13.
NOTE:
A
*
SIDE VIEW
ORIENTED THROUGH GEOMETRY OR
ADDED HARDWARE CLIPS IN SUCH A
WAY AS TO ENSURE THAT THE CABLE
IS NOT BENT OVER OR BEARING
AGAINST A SHARP CORNER OR EDGE)
F
4
5
FOR TRAPEZE
6
K
G
TYPE
8
7
LONGITUDINAL (AXIAL) STRUT FOR TRAPEZE
8
*
SECOND TIER TRAPEZE
*
1/16" MIN.
1/8" MAX.
CLEARANCE
7
NOTE:
1/16" MIN.
1/8" MAX.
CLEARANCE
*
6
RISER CLAMPS MUST BE TIGHTLY
CLAMPED AGAINST PIPE
COMBINED TRANSVERSE (LATERAL) & LONGITUDINAL (AXIAL) STRUT
TOP VIEW
90°
*
LONGITUDINAL (AXIAL) STRUT W/NON-CLAMPING CLEVIS & RISER CLAMP
*
5
NOTE:
D
B
4
*
10
H
9
10
FOR TRAPEZE
1/16" MIN.
1/8" MAX.
CLEARANCE
*
NOTE:
ATTACHMENT DESCRIPTION
9
11
SHEET
11
SHEET:
3
12
12
FOR PIPING
A
B
C
D
E
F
G
H
Kinetics Noise Control Inc.
6300 Irelan Place
Dublin, Ohio 43017
PHONE: (614) 889-0480
FAX: (614) 889-0540
Transmittal of
Drawings
Send
Via:
Email
Next Day
First Class Mail
Other
UPS
To:
Engineered Mechanical Systems
1875 Lawrence St
Denver, CO 80202
Attn:
Peter Fell
Date:
KNC #:
Submittal #:
PO #:
RE:
05/02/2013
101627
2
PF-5928-01
Canyon View Hospital
1 copy of drawing: All enclosed
Type Of Drawings:
Copies
Wet-Sealed
CD_ROM
For:
Approval
Record
Please Return:
Completed Submittal Review/Approval Sheet
No Return Required
Order:
Released After Approval
Released to Manufacturing
Comments:
Project is on hold pending your written approval.
1 of 20
Submittal
Review/Approval
Sheet
6300 Irelan Place
Dublin, Ohio 43017
PHONE: (614) 889-0480
FAX: (614) 889-0540
THIS SHEET MUST BE RETURNED TO KINETICS NOISE CONTROL PRIOR TO
BEGINNING MANUFACTURE OF THE REFERENCED ITEMS IN THIS SUBMITTAL
Job Title:
Customer:
Customer P.O.:
Date Submitted:
PF-5928-01
5/2/2013
KNC Order No.:
KNC Contact:
101627
Nathan Redman
Drawings Approved As Shown.
Revise Drawings As Shown. Resubmittal Required.
Revise Drawings As Shown. Resubmittal Not Required.
KNC Is To Release All To Manufacture.
KNC Is To Release Only The Tags Noted Below.
Schedule of Drawing Changes:
Drawing No.
Change Notes
Revised By:
Note:
Name:
ALL VERBAL COMMENTS OR MODIFICATIONS
Company:
TO SUBMITTAL PACKAGE MUST BE
Date:
DOCUMENTED IN WRITING TO KINETICS
NOISE CONTROL PRIOR TO RELEASE TO
MANUFACTURING. K.N.C. ASSUMES NO
LIABILITY FOR NON-CONFIRMED CHANGES
OR FOR ANY CHANGES OTHER THAN THOSE
LISTED.
2 of 20
Reason for Change
______________________
______________________
______________________
Submittal Index
P.O.:
Project:
PF-5928-01
DWG No.
GSS-1
AC-2
CUH-4
S-51-15-1A
S-90-388-4A
S-90-405-1B
INS-90-100-0A
ANC-1
6300 Irelan Place
Dublin, Ohio 43017
PHONE: (614) 889-0480
FAX: (614) 889-0540
Date: 5/2/2013
Description
Transmittal of Drawings
Review/Approval
Submittal Index
MATERIAL REQUIRED LIST
SEISMIC CERTIFICATION
Seismic and Wind Certification Disclaimer (2 pgs)
Seismic Calculations
Seismic Calculations
MODEL KCCAB CRACKED CONCRETE ANCHOR
QuakeLoc End Loop Instruction
QuakeKit-D Cable Restraint
QUAKELOC INSTALLATION PROCEDURE
General Anchor Installation Data
3 of 20
Pages
1
2
3
4
5
6-7
8-9
10 - 11
12
13
14
15 - 16
17 - 20
Date: 5/2/2013
KNC #: 101627
Job Name: Canyon View Hospital
Representative: Engineered Mechanical
Systems
P.O. #: PF-5928-01
Material Required List:
Tag/
Drawing No.
Material Required
Description
Qty
Total Reference
Each Qty
Drawing
CUH-4
QuakeKit-D-2 Seismic Cable Restraint Kit
KCCAB-38-375 CRACKED CONCRETE ANCHOR
2
4
2
4
AC-2
#10 SCREW BY OTHERS
4
4
4 of 20
S-90-405-1B
S-51-15-1A
KINETICS NOISE CONTROL, INC
6300 IRELAN PLACE
DUBLIN, OHIO 43017
Ph 614-889-0480, FAX 614-889-0540
KINETICS RESTRAINT COMPONENT CERTIFICATION
Date:
May 6, 2013
Project:
Location:
Grand Junction, CO
KNC Number:
101627
Tags:
CUH-4; AC-2
Reviewed By:
Stanley N. Fuller, PE
Registration:
State of Colorado
License Number: 0047452
This packet contains certifications of Kinetics Noise Control restraint products tailored to the specific load
conditions indicated on the individual certification documents. Unless indicated otherwise on the attached
documents, the basis of the certification is code minimum requirements. Load and equipment data has
been drawn from information provided to Kinetics Noise Control by our client. Where required input data
was not provided, Kinetics Noise Control will attempt to extract data from publicly available mapped and
submittal data, however it remains the responsibility of those with full access to the project data to verify
that the loads used, as well as the equipment and installation conditions are consistent with the system as
certified. Any significant deviations from the conditions identified in these documents including equipment
substitutions, relocations, mounting arrangements, special load conditions, etc will void this certification.
It is critical to note that this certification covers only those hardware items which have been
provided by Kinetics Noise Control. It does not extend to global or localized stresses in the
building/supporting structure, the equipment, or where
relevant, piping/ductwork and their suspension
components.
This document and all documents referenced above have
been reviewed and sealed by the listed Professional
engineer. The Seal is either for the jurisdiction of the project
or if the reviewing engineer is not licensed in that jurisdiction,
from the State of manufacture of the components. The seal
represents only that components have been selected to
meet the requirements of ASCE 7 and IBC as indicated in
the project requirements. Any specialized Professional
Engineering services desired for this project are beyond the
scope of this review. In conjunction with these certifications,
Kinetics Noise Control, Inc and the reviewing
Engineer/Agency guarantee only the use of that degree of
care and skill ordinarily exercised under similar conditions by
reputable members of our profession. No other warranty,
expressed or implied, is made or intended.
5 of 20
Certification Agency:
Stanley N. Fuller, PE
KINETICS™ General Seismic Submittal Documents
SEISMIC AND WIND CERTIFICATION – GENERAL ASSUMPTIONS AND
DISCLAIMER
All Seismic and Wind Certifications performed by Kinetics Noise Control, Inc and/or its associates,
unless clearly stated otherwise in the body of that certification document, will be performed in
accordance with the assumptions and disclaimers identified here in. If key information is not
provided to Kinetics Noise Control that affects the attachment of, the size or the quantity of
restraint components specified for this project, any required additional analysis or revisions to the
hardware provided will be considered to be a change in scope and costs will be assessed
accordingly.
Loads Considered
The loads considered in this certification are limited to those forces described in the seismic
portion of the code and/or that portion of the specification and project documents appropriate to
the project as provided to Kinetics Noise Control. If Kinetics Noise Control is not otherwise
informed, the most recent version of the appropriate code as listed on the IBC code adoption
website will be used. Because equipment can be indoors or may be addressed by other means,
wind will not be considered during the analysis unless it is specified to be included in the seismic
certification request (note that there is no extra charge for performing a wind analysis at the same
time as a seismic analysis is performed). Wind loads will be determined based on the following:
1) if included in the provided documentation, the documented value will be used, 2) If not in the
spec, but the project site is known, wind speed will be drawn from the wind maps published in the
appropriate code and 3) In the absence of a specified value or a known project location, Kinetics
Noise Control will use the equivalent of ~45 psf (2,155 Pa) as a wind load requirement. If this is
not adequate, it is the responsibility of the Design Professional of Record to notify Kinetics Noise
Control.
Extent of the Certification
This certification applies only to those components provided by Kinetics Noise Control. It does not
extend to the building structure, equipment, or pipe/duct and their supports.
Equipment Data
The equipment weight, geometry and CG data used to perform the certification have been
provided to Kinetics Noise Control by others, no attempt has been made by Kinetics Noise Control
to verify its accuracy and it is up those providing the information to do so. Where CG data is not
provided, associates of Kinetics Noise Control will attempt to make reasonable, yet conservative
estimates as to the magnitude of any imbalance although it must be recognized that the direction
of the imbalance is often unknown. Unless the equipment orientation is obvious from the diagram
in the certification document, it should be assumed that the orientation is not known. Under these
conditions, the worst case restraint, attachment and/or anchorage selection indicated for any
particular location must be used for all locations.
SEISMIC & WIND CERTIFICATION – ASSUMPTIONS & DISCLAIMER
PAGE 1 of 2
GSS–1
Toll Free (USA Only):
International:
FAX
World Wide Web:
E-mail:
Dublin, Ohio, USA Mississauga, Ontario, Canada
6 of 20
800-959-1229
614-889-0480
614-889-0540
www.kineticsnoise.com
sales@kineticsnoise.com
RELEASED ON: 01/03/2011
Member
Equipment Durability
Kinetics Noise Control and its associates make no representations as to equipment durability and
its ability to survive a seismic event and remain functional.
Installation
Where detailed installation procedures are not addressed in documentation provided by Kinetics
Noise Control, all seismic hardware and components must be installed in conformance with FEMA
412, 413, and 414, Installing Seismic Restraints for Mechanical Equipment, Installing Seismic
Restraints for Electrical Equipment, and Installing Seismic Restraints for Pipe and Duct
respectively. Free copies available from FEMA (1-800-480-2520) or through Kinetics Noise
Control
Equipment, Restraint, and Component attachment holes
For seismic restraint, it is necessary that any attachment bolts positioned in the path between the
equipment to be restrained and the building structure, be a tight fit with their mating holes (The
hole is to be not more than 1/8” (3 mm) in diameter larger than the attachment bolt). In the case
of Kinetics Noise Control supplied restraint components, attachment safety factors are based on
hardware sized per the above. In the case of directly attached equipment, the hardware and
components provided by Kinetics Noise Control are the minimum required to withstand the
seismic loading. If attachment holes in the equipment exceed the recommendation above, the
attachment hole is to be sleeved or grouted to bring its effective diameter down to not more than
1/8” (3 mm) larger than the attachment hardware used.
Anchor Capacity and Edge Distances
All anchor allowable loads are based on ICC – ES test data for hardware provided by Kinetics
Noise Control and assume full anchor embedment in 3,000 psi (20,684 kPa) (minimum) concrete
and a minimum spacing between the anchor centerline and the edge of the slab into which it is
sunk in accordance with the included anchorage data. Under some conditions as noted in the
calculations, “Undercut” or “Adhesive” type anchors may be required
Stamps
Stamped documents are intended to support the Engineer of Record on the project. If the project
is located in an area for which Kinetics does not have a valid PE license, the documents will be
signed and sealed by a Licensed Professional Engineer in the State of Ohio. This practice is
intended solely to indicate that a competent individual has reviewed the document and that the
selected components are certified to have adequate capacity to resist the anticipated seismic or
wind load condition. It is not intended to imply that the licensee is legally empowered to practice
in the jurisdiction of the project.
General
Kinetics Noise Control, Inc. and its associates guarantee that we will use that degree of care and
skill ordinarily exercised under similar conditions by reputable members of our profession to
determine restraint and/or attachment safety factors based on customer supplied input data. No
other warranty, expressed or implied is made or intended.
PAGE 2 of 2
GSS–1
International:
FAX
World Wide Web:
E-mail:
7 of 20
800-959-1229
614-889-0480
614-889-0540
Member
AC-2
KNC PO: 101627
KINETICS SEISMIC CERTIFICATION
(A)
Input Data
Project:
Representative:
Canyon View
Date:
Code Used:
05-02-2013
Equip Type: AIR CURTAIN
Tag:
AC-2
Installation Type: Hard Mounted Air-side HVAC
Site Class: D (1.6)
Data used is derived from Customer input, others
are responsible to verify the accuracy of this data.
Wt(lb):
Elev-Roof/Equip: 32/10 ft
29
Geometry (in):
Ap:
Ss/Sds: 0.230/0.245
2.50
Ip:
Rp s/c:
1.50
6.00/6.00
A:
B:
35.38
11.63
a:
b:
18.00
9.38
ex:
ey:
4.00
2.00
Offset Between CG and Wall
5.00
Restraint Data
Total Number of Restraints:
4
Restraints/Side on Hor Axis:
2
Restraints/Side on Vert Axis:
2
Restraint Type:
Solid
Loc 1:
Loc 2:
A307 Bolt
A307 Bolt
Loc 3:
Loc 4:
A307 Bolt
A307 Bolt
Attachment Pt
a/2
1
3
Ex
b
Ey
B/2
2
CG
P.O. Number: PF-5928-01
Min Horiz G: .00
(LRFD)
Min Vert G:
(LRFD)
.00
Bolted G (LRFD)
.11/.05 (H/V)
EMS
2012IBC
4
A/2
Output Data (LRFD)
Cert Loads Bolted (Seismic) (lb)
Loc 1
Loc 2
Loc 3
Static Load (- is Down)
-3
-7
-6
Max Tension at Anchor (S/C):
9
-8
10
Max Shear at Anchor (S/C):
4
9
7
Max Tension at Anchor (S/C):
9
-8
10
Calculated Restraint Safety Factors (Must be greater than or equal to 1)
Loc 1
Loc 2
Loc 3
Loc 4
Min Steel Attachment Bolt Size
#10
Bolt Safety Factor if Attached to steel 58.08
#10
28.99
#10
53.84
#10
39.72
If welded, each anchor point requires .50 linear inches of .12 weld.
Seismically rated anchors must attach to poured or grout filled masonry walls
Note: Bolt Safety Factors based on the capacity of Type A307 hardware
to handle tensile loads after all horizontal loads are accounted for.
Loc 4
-13
-8
16
-8
If Mult Hardware sizes
indicated, use the largest at all Locations
Safety Factors listed as 100 indicate 100 or greater
For a detailed summary of how these loadings were derived, contact KINETICS NOISE CONTROL, Inc.
KNC certifies that the seismic/wind isolation and or restraint system described on this sheet is adequate to resist
the certification loads specified herein. The use of hardware other than that provided by KNC voids this certification.
This certification addresses the load path from the equipment point connection to the connection point of the structure. Others must verify the ability of the equipment or
structure to resist these loads. See also the included disclaimer. Certification void if disclaimer and Certification Cover Sheet not included. In connection with this
certification and the application of the certification design loads to the project ,KINETICS NOISE CONTROL, Inc guarantees that we will use that degree of care and skill
ordinarily excercised under similar conditions by reputable members of our profession to determine restraint loadings and Safety Factors based on customer supplied
input data. No other warranty, expressed or implied, is made or intended. 05/01/2013
8 of 20
KNC PO: 101627
TAG: AC-2
INSTALLATION SUMMARY
Project:
Representative:
Canyon View
Date:
Code Used:
05-02-2013
Equip Type: AIR CURTAIN
Building Height:
EMS
2012IBC
32 ft
Performed by: JP
Equipment Weight and Geometric Data Assumed
Weight (lb):
29
Elev in Bldg (ft): 10
Geometry (in)
Span Between Restraints
a:
18.00
b:
9.38
Restraint Data
4
Restraints/Side on ''A'' Axis:
2
Restraints/Side on ''B'' Axis:
2
Restraint Type: Std Bolt As Indicated Below
Seismic Anchorage Hardware
StdWght 3000 PSI Concrete
Designed for through bolted
attachment only
Through Bolt Data
Quantity of Bolts per Tag: 4
Bolt Dia (All Locations):
#10
Min Bolt Grade:
A307
(Refers to Spacing external to the Isolator Housing Only)
Data used to perform this analysis was provided by others, If not obvious, Mounting arrangements were projected,
It is the responsibility of others to verify that the data used to create this analysis reflects the actual installation
configuration. Inaccurate input information or alternate mounting arrangements void the accuracy of this analysis.
9 of 20
CUH-4
KNC PO: 101627
KINETICS SEISMIC CERTIFICATION
(A)
Input Data
Project:
Representative:
Canyon View
EMS
Date:
Code Used:
Min Horiz G: .00
(LRFD)
05-02-2013
2012IBC
Equip Type: Unit Heater
Tag:
Min Vert G:
(LRFD)
CUH-4
.00
Bolted G (LRFD)
.18/.05 (H/V)
Site Class: D (1.6)
Conc Ancs(LRFD): .18/.05 (H/V)
Data used is derived from Customer input, others
Support Pt
are responsible to verify the accuracy of this data.
Wt(lb):
Elev-Roof/Equip: 32/32 ft
88
Geometry (in):
Ap:
Ss/Sds: 0.230/0.245
2.50
1
3
Ip:
Rp s/c:
1.50
6.00/6.00
Ex
A:
B:
26.31
15.50
ex:
ey:
3.00
2.00
Hgts (CG-Restrt / Restrt-Suprt): -5.19 / 24.00
Ey
Restraint Data
B/2
4
CG
2
4
Restraints/Side on Lg Axis:
2
Restraints/Side on Sht Axis:
2
Restraint
Type:
Cable
Suspended
A/2
Loc 1:1 x 1/8 QuakeLoc
Output Data (LRFD)
Cert Loads Bolted (Seismic) (lb)
Loc 1
Static Load (- is Down)
-13
Max Vertical Load at Loc (S/C):
16/16
Max Horiz Load at Loc (S/C):
16/16
Total Tensile Load in Cable:
32
Cable Restraint and Anchorage Requirements
Loc 1
Minimum Anchor Size
3/8''CC
No of Anchors per Bracket
1
Min Anchor Embedment Req'd
2''
Anc SF/Failure Mode (Ductile/Brittle) 36.45 (B)
Min Bolt size, Attach to Steel
1/2''
No Bolts/Brkt, Attach to Steel
1
Bolt Safety Factor if Attached to steel 100.00
Hanger Rod Compressive Load (lbs) 17
Cable Safety Factor
45.45
Loc 2
-21
26/26
16/16
32
Loc 3
-20
25/25
16/16
32
Loc 4
-34
42/42
16/16
32
Loc 2
3/8''CC
1
2''
36.45 (B)
1/2''
1
100.00
10
45.45
Loc 3
3/8''CC
1
2''
36.45 (B)
1/2''
1
100.00
11
45.45
Loc 4
3/8''CC
1
2''
36.45 (B)
1/2''
1
100.00
-1
45.45
If welded, use a 1.13 long .25 weld each side of bracket. 30 to 60 deg cable angle permitted.
Note: Bolt Safety Factors based on the capacity of Type A307 hardware
If Mult Hardware sizes
or anchors to handle tensile loads after all horizontal loads are accounted for.
indicated, use the largMin Edge Distance - See Anchor Data Sheet
est at all Locations
Safety Factors listed as 100 indicate 100 or greater
For a detailed summary of how these loadings were derived, contact KINETICS NOISE CONTROL, Inc.
KNC certifies that the seismic/wind isolation and or restraint system described on this sheet is adequate to resist
the certification loads specified herein. The use of hardware other than that provided by KNC voids this certification.
This certification addresses the load path from the equipment point connection to the connection point of the structure. Others must verify the ability of the equipment or
structure to resist these loads. See also the included disclaimer. Certification void if disclaimer and Certification Cover Sheet not included. In connection with this
certification and the application of the certification design loads to the project ,KINETICS NOISE CONTROL, Inc guarantees that we will use that degree of care and skill
ordinarily excercised under similar conditions by reputable members of our profession to determine restraint loadings and Safety Factors based on customer supplied
input data. No other warranty, expressed or implied, is made or intended. 05/01/2013
10 of 20
KNC PO: 101627
TAG: CUH-4
INSTALLATION SUMMARY
Project:
Representative:
Canyon View
Date:
Code Used:
05-02-2013
Equip Type: Unit Heater
Building Height:
EMS
2012IBC
32 ft
Performed by: JP
Equipment Weight and Geometric Data Assumed
Weight (lb):
88
Elev in Bldg (ft): 32
Geometry (in)
Span Between Restraints
a:
26.31
b:
15.50
Restraint Data
Restraints/Side on ''A'' Axis:
Restraints/Side on ''B'' Axis:
Restraint Type: Cable
4
2
2
Seismic Anchorage Hardware
StdWght 3000 PSI Concrete
Through Bolt Data
Quantity of Anchors per Tag: 4
Quantity of Bolts per Tag: 4
Anchor Bolt Type: KCCAB
Bolt Dia (All Locations):
1/2''
Min Anchor Size (All Locs): 3/8''
Min Bolt Grade:
A325
Assumed Embed Depth:
2''
Min. Edge Distance:
9''
Min. Anchor Spacing:
15''
(Refers to Spacing external to the Isolator Housing Only)
Cable Data (Cable Restrained)
Quantity of Cable Assy's per Tag
4
Min. Cable Size:
1 x 1/8 with QuakeLocs
Permitted Cable Angles:
30-60 degrees from Horizontal
Hanger Rod Data (Cable Restrained)
Peak Tensile Load:
42 lbs
Peak Compression Load(LRFD): 17 lbs
Minimum Rod Size:
3/8 in
Anchor Selection:
By Others
Maximum Length before a Rod Stiffener is Required:
53 in
Maximum Hanger Rod Length with Rod Stiffeners
Stiffener Material
1 x 1 x .12 Angle
1.5 x 1.5 x .25 Angle
2 x 2 x .25 Angle
2.5 x 2.5 x .25 Angle
2.5 x 2.5 x .5 Angle
Max Length
170 in
416 in
647 in
914 in
1245 in
Max Clip Spacing
116 in
116 in
116 in
116 in
116 in
Number of KHRC Clips
3
5
7
9
12
Data used to perform this analysis was provided by others, If not obvious, Mounting arrangements were projected,
It is the responsibility of others to verify that the data used to create this analysis reflects the actual installation
configuration. Inaccurate input information or alternate mounting arrangements void the accuracy of this analysis.
11 of 20
12 of 20
Noise Control
KINETICS
QUAKELOC END LOOP INSTRUCTION
QuakeLoc MODEL
CABLE
SIZE
A
B
C
D
E
F
----------------------------
in.
in.
in.
in.
in.
in.
in-lb
QuakeLoc 1/8
1/8
0.69
1.00
2.00
0.81
0.63
65
QuakeLoc 3/16
3/16
1.75
1.00
2.75
1.19
0.75
130
QuakeLoc 1/4
1/4
1.88
1.00
2.75
1.19
0.75
200
~B
1. PUSH THE CABLE TAIL END THROUGH QUAKELOC SLOT
AND ALLOW CABLE TO REST IN BOTTOM OF SLOT.
2. PASS THE CABLE THROUGH THE KSUA OR KSCA
ATTACHMENT BRACKET AND THIMBLE.
3. RETURN THE CABLE TO THE QUAKELOC AND PUSH BACK
THROUGH THE UPPER HALF OF THE SLOT.
4. THIGHTEN SETSCREWS TO TORQUE F.
A=45°±15°
INSTALLATION
ANGLE
~A
~D
~C
~C
~E
~D
~E
BOTTOM
OF SLOT
THIS COMPONENT IS SUITABLE FOR SEIMIC APPLICATIONS SUBJECT TO THE QUALIFICATIONS INDICATED ON THIS DRAWING.
LAST DATE
REVISED
DRAWN BY
DCB
08/26/11
13 of 20
DRAWING NO.
S-90.388-4A
S-90
QUAKEKIT-D CABLE RESTRAINT
4
1
3
2
MK
QTY
DESCRIPTION
1
2
3
4
2
2
2
2
CABLE WITH SWAGED END LOOP
KSUA-2 CABLE ATTACHMENT BRACKET
WIRE ROPE THIMBLE
QUAKELOC
NOTE:
FOR CABLE RESTRAINT CAPACITIES SEE DWGS
S-90.405-2A - D.
CONCRETE
STRUCTURE
BY OTHERS
INSTALLATION
ANGLE
STEEL
STRUCTURE
BY OTHERS
SEE DRAWING S-90.385-5A
AND S-90.385-5D FOR STEEL
ATTACHMENT DETAIL.
STRUCTURAL ATTACHMENT
IS WITH KSUA CLIP ONLY.
SEE S-90.388-4A
FOR END LOOP
INSTRUCTIONS
INSTALLATION
ANGLE
SEE DRAWING
S-90.385-5B FOR
CONCRETE
ATTACHMENT DETAIL.
STRUCTURAL
ATTACHMENT IS WITH
KSUA CLIP ONLY.
QUAKEKIT-D RESTRAINT CABLE KIT BY
KINETICS. EACH KIT CONTAINS TWO CABLE
ASSEMBLIES AND HARDWARE.
UP TO 1/2" [M12]
ROD BY OTHERS
FOR WOODEN STRUCTURES, SEE DRAWING S-90.385-5C
FOR LAG SCREW ATTACHMENT DETAIL.
LAST DATE
REVISED
09/16/11
DRAWN BY
DCB
14 of 20
DRAWING NO.
S-90.405-1B
S-90
INS-90.100-0A
QUAKELOC Installation Procedure
Tools Required: Torque Wrench with Hex Bit Socket:
1/8”Hex (1/8”QuakeLoc), 5/32”Hex (3/16”QuakeLoc), 3/16”Hex (1/4”QuakeLoc).
1) Feed the cable through either
end of the QuakeLoc as
shown. The cable should
rest in the bottom of the slot
or cable seat.
CABLE SEAT
2) Place a cable
thimble through the
KSCA or KSUA
attachment bracket.
KSCA
KSUA
QuakeKit-D cable
restraint kits contain
KSUA brackets only.
3) Loop cable through
attachment bracket
and thimble then
feed back through
the QuakeLoc so
that setscrews
compress the cable
dead end. Bring
QuakeLoc snug
against thimble.
DEAD END
OR TAIL
INS-90.100-0A
1 of 2
(05/14/2012)
15 of 20
Kinetics Noise Control © 2010
4) Remove slack from
the cable. If
isolated, the cables
should be left slightly
loose to prevent
transfer of vibrations
into the structure.
(Slightly loose can
be defined as having
approx. 1/8”to 1/4”
of visible sag in the
cable. 1/8”for cable
lengths under 2 ft
and ¼”for longer
cables.
SETSCREWS
5) Tighten all setscrews finger tight to hold cable in place.
6) Fully seat the setscrews by using a tool to torque the setscrews to the appropriate
torque for the size of cable. Start with the setscrew closest to the loop, and work out
to the “tail”end of the cable.
S
S Size (in)
1/8"
3/16"
1/4"
T Torque (in-lb)
65
130
200
7) Installation is now complete.
INS-90.100-0A
2 of 2
(05/14/2012)
16 of 20
KINETICS™ Anchorage Seismic Submittal Documents
GENERAL ANCHORAGE INSTALLATION DATA (ALL ANCHOR TYPES)
All anchors are to be installed in clean holes of the proper diameter and depth. Care should be
taken when installing anchors to ensure that the exposed end of the stud is not damaged during
the installation process. It is Kinetics Noise Control’s practice to provide an anchor matched to
the hole size for Seismic Isolators and Restraints.
For direct mounting of equipment or for
attachment of oversized base plates, it may be that more than one anchor size is identified in the
certification document for a single piece of equipment. Kinetics will provide all anchors for that
piece of equipment sized to the maximum indicated diameter. In some cases the hole diameters
may exceed the anchor diameter by more than 1/8” (3mm). In these cases it is necessary to take
additional steps to ensure that the bolt is a tight (less than 1/8” (3mm) diametral clearance in the
hole. That can be accomplished by one of the 3 options identified below:
Minimum
Edge
Distance
Typical
Minimum
Embedment
Depth
Option 1
Option 2
Option 3
Figure ANC-1-1; Options for Dealing with Over Sized Mounting Holes
GENERAL ANCHOR INSTALLATION DATA
PAGE 1 of 4
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ANC–1
Member
Option 1: Fill any excess void between the hole and the OD of the anchor with an epoxy or other
rigid grouting material. An oversized washer should then also be fitted beneath the standard
washer that comes with the anchor to “trap” the material in the void.
Option 2: Fill the void with a neoprene Hat Shaped Grommet (such as Kinetic’s Model TG Bolt
Isolation Grommet) of the appropriate size to eliminate excess clearance. A covering washer
equal in diameter to the grommet should also be fitted.
Option 3: Make or otherwise obtain a special washer fitted to the anchor and thick enough to be
welded to the equipment foot. It should be welded using the weld callout information on the
certification document for that particular piece of equipment.
To achieve the full certified seismic or wind ratings for the installed equipment, pipe, duct, conduit,
bus ducts, or cable trays, the minimum installation data for Models KCAB, KCCAB, KUAB,
KAABC, and KAABS seismic concrete anchors must be maintained per Tables ANC-1, ANC-2,
ANC-3, ANC-5, and ANC-6.
Rated capacities are based on 3,000 psi (20,684 kPa) normal
weight concrete per ESR reports 1385, 1546, 1917, and 2322.
Table ANC-1-1; Minimum Installation Data for Model KCAB Wedge Type Seismic Anchors
ANCHOR
SIZE
IN (MM)
PILOT
HOLE
SIZE
IN (MM)
MINIMUM
EMBEDMENT
IN (MM)
MINIMUM
EDGE
DISTANCE
IN (MM)
MINIMUM
SPACING
IN (MM)
TORQUE
FT-LBS (NM)
1/4 (6.4)
1/4 (6.4)
2 (51)
3-3/8 (86)
4 (102)
8 (11)
3/8 (9.5)
3/8 (9.5)
3 (76)
4-7/8 (124)
6 (152)
25 (34)
1/2 (12.7)
1/2 (12.7)
4 (102)
6-3/4 (171)
7 (178)
55 (75)
5/8 (15.9)
5/8 (15.9)
5 (127)
8-1/4 (210)
8 (203)
90 (122)
3/4 (19)
3/4 (19)
6 (152)
9-3/4 (248)
10-1/4 (260)
175 (237)
7/8 (22.2)
7/8 (22.2)
7 (178)
9-1/8 (232)
12-5/16 (313)
250 (339)
1 (25.4)
1 (25.4)
8 (203)
13-1/2 (343)
14-5/8 (371)
300 (407)
PAGE 2 of 4
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ANC–1
Member
Table ANC-1-2; Minimum Cover Requirements for Model KCAB Anchors per ACI 318-02
MINIMUM
COVER
IN (MM)
CONCRETE EXPOSURE CONDITION
CAST-IN-PLACE & NONPRESTRESSED
3 (76)
1-1/2 (38)
3/4 (19)
1-1/2 (38)
3/4 (19)
Cast-in-place and permanently exposed to the ground.
Exposed to the ground or weather.
Slabs, walls, or joists not exposed to the weather or ground.
Beams or Columns not exposed to the weather or ground.
Shells or folded plate members not exposed to the weather or ground.
Table ANC-1-3; Minimum Installation Data for Model KCCAB Cracked Concrete Wedge Type
Seismic Anchors
ANCHOR
SIZE
IN (MM)
PILOT
HOLE
SIZE
IN (MM)
PILOT
HOLE
DEPTH
IN (MM)
MINIMUM
EMBEDMENT
IN (MM)
MINIMUM
EDGE
DISTANCE
IN (MM)
MINIMUM
SPACING
IN (MM)
MINIMUM
CONCRETE
THICKNESS
IN (MM)
TORQUE
FT-LBS (NM)
3/8 (9.5)
3/8 (9.5)
2-5/8 (67)
2 (51)
4-3/8 (111)
6 (152)
4 (102)
25 (34)
1/2 (12.7)
1/2 (12.7)
4 (102)
3-1/4 (83)
7-1/2 (191)
9-3/4 (248)
6 (152)
40 (54)
5/8 (15.9)
5/8 (15.9)
4-3/4 (121)
4 (102)
8-3/4 (222)
12 (305)
6 (152)
60 (81)
3/4 (19)
3/4 (19)
5-3/4 (146)
4-3/4 (121)
9 (229)
14-1/4 (362)
8 (203)
110 (149)
Table ANC-1-4; Model KCAB & KCCAB Anchor Length by Length Code Head Stamp
(Anchor Size Independent)
LENGTH
CODE
STAMP
ANCHOR LENGTH
IN (MM)
LENGTH
CODE
STAMP
ANCHOR LENGTH
IN (MM)
A
B
C
D
E
F
G
H
I
J
K
L
1.5 (38) up to 2.0 (51)
2.0 (51) up to 2.5 (64)
2.5 (64) up to 3.0 (76)
3.0 (76) up to 3.5 (89)
3.5 (89) up to 4.0 (102)
4.0 (102) up to 4.5 (114)
4.5 (114) up to 5.0 (127)
5.0 (127) up to 5.5 (140)
5.5 (140) up to 6.0 (152)
6.0 (152) up to 6.5 (165)
6.5 (165) up to 7.0 (178)
7.0 (178) up to 7.5 (191)
M
N
O
P
Q
R
S
T
U
V
W
----------
7.5 (191) up to 8.0 (203)
8.0 (203) up to 8.5 (216)
8.5 (216) up to 9.0 (229)
9.0 (229) up to 9.5 (241)
9.5 (241) up to 10.0 (254)
10.0 (254) up to 11.0 (279)
11.0 (279) up to 12.0 (305)
12.0 (305) up to 13.0 (330)
13.0 (330) up to 14.0 (356)
14.0 (356) up to 15.0 (381)
15.0 (381) up to 16.0 (406)
---------------
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Member
Table ANC-1-5; Minimum Installation Data for Model KUAB Type P Undercut Seismic Anchors
ANCHOR
SIZE
PILOT
HOLE
SIZE
MM
(IN)
PILOT
HOLE
DEPTH
MM
(IN)
MINIMUM
EMBEDMENT
MM
(IN)
MINIMUM
EDGE
DISTANCE
MM
(IN)
MINIMUM
SPACING
MM
(IN)
MINIMUM
CONCRETE
THICKNESS
MM
(IN)
TORQUE
N-M
(FT-LBS)
LENGTH
CODE
HEAD
STAMP
01
20
(0.79)
107
(4.21)
100
(3.94)
80
(3.15)
100
(3.94)
170
(6.69)
50
(37)
I
02
22
(0.87)
134.5
(5.30)
125
(4.92)
100
(3.94)
125
(4.92)
190
(7.48)
80
(59)
L
03
30
(1.18)
203
(7.99)
190
(7.48)
150
(5.91)
190
(7.48)
270
(10.63)
120
(89)
R
04
37
(1.46)
266
(10.47)
250
(9.84)
200
(7.87)
250
(9.84)
350
(13.78)
300
(221)
V
Table ANC-1-6; Minimum Installation Data for Model KAABC and KAABS Cracked Concrete
Adhesive Type Seismic Anchors
ANCHOR
SIZE
IN (MM)
PILOT
HOLE
SIZE
IN (MM)
MINIMUM
EMBEDMENT
IN (MM)
MINIMUM
EDGE
DISTANCE
IN (MM)
MINIMUM
SPACING
IN (MM)
MINIMUM
CONCRETE
THICKNESS
IN (MM)
TORQUE
FT-LBS (NM)
3/8 (9.5)
7/16 (11.1)
3 (76.2)
7-1/2 (190.5)
8 (203.2)
4-1/4 (107)
15 (20)
1/2 (12.7)
9/16 (14.3)
4 (101.6)
10 (254)
11 (279.4)
5-1/4 (133.4)
30 (41)
5/8 (15.9)
3/4 (19)
5 (127)
12-1/2 (317.5)
13 (330.2)
6-1/4 (158.8)
60 (81)
3/4 (19)
7/8 (22.2)
6 (152.4)
15 (381)
15 (381)
7-1/4 (184.2)
100 (136)
7/8 (22.2)
1 (25.4)
7 (177.8)
17-1/2 (444.5)
17 (431.8)
8-1/4 (209.6)
125 (169)
1 (25.4)
1-1/8 (28.8)
8 (203.2)
20 (508)
19 (482.6)
10 (254)
150 (203)
1-1/4 (31.8)
1-3/8 (34.9)
10 (254)
25 (635)
23 (584.2)
12-1/2 (317.5)
200 (271)
PAGE 4 of 4
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Member
6300 Irelan Place
Dublin, Ohio 43017
PHONE: (614) 889-0480
FAX: (614) 889-0540
Transmittal of
Drawings
Send
Via:
Email
Next Day
First Class Mail
Other
UPS
To:
1875 Lawrence St
Denver, CO 80202
Attn:
Peter Fell
Date:
KNC #:
Submittal #:
PO #:
RE:
06/05/2013
101627
3
PF-5928-01
1 copy of drawing: All enclosed
Type Of Drawings:
Copies
Wet-Sealed
CD_ROM
For:
Approval
Record
Please Return:
Completed Submittal Review/Approval Sheet
No Return Required
Order:
Released After Approval
Released to Manufacturing
Comments:
Project is on hold pending your written approval.
1 of 47
Submittal
Review/Approval
Sheet
6300 Irelan Place
Dublin, Ohio 43017
PHONE: (614) 889-0480
FAX: (614) 889-0540
THIS SHEET MUST BE RETURNED TO KINETICS NOISE CONTROL PRIOR TO
BEGINNING MANUFACTURE OF THE REFERENCED ITEMS IN THIS SUBMITTAL
Job Title:
Customer:
Customer P.O.:
Date Submitted:
PF-5928-01
6/5/2013
KNC Order No.:
KNC Contact:
101627
Nathan Redman
Drawings Approved As Shown.
Revise Drawings As Shown. Resubmittal Required.
Revise Drawings As Shown. Resubmittal Not Required.
KNC Is To Release All To Manufacture.
KNC Is To Release Only The Tags Noted Below.
Schedule of Drawing Changes:
Drawing No.
Change Notes
Revised By:
Note:
Name:
ALL VERBAL COMMENTS OR MODIFICATIONS
Company:
TO SUBMITTAL PACKAGE MUST BE
Date:
DOCUMENTED IN WRITING TO KINETICS
NOISE CONTROL PRIOR TO RELEASE TO
MANUFACTURING. K.N.C. ASSUMES NO
LIABILITY FOR NON-CONFIRMED CHANGES
OR FOR ANY CHANGES OTHER THAN THOSE
LISTED.
2 of 47
Reason for Change
______________________
______________________
______________________
Submittal Index
P.O.:
Project:
PF-5928-01
DWG No.
GSS-1
S-51-15-1A
S-90-384-11A
S-90-384-11B
S-90-385-19B
S-90-385-8A
S-90-388-4A
S-90-404-2A
S-90-404-2B
S-90-404-2C
S-90-404-2D
S-90-405-1A
S-90-405-2A
INS-90-100-0A
ANC-1
PDS-1
PDS-2
PDS-3
PDS-8
6300 Irelan Place
Dublin, Ohio 43017
PHONE: (614) 889-0480
FAX: (614) 889-0540
Date: 6/5/2013
Description
Transmittal of Drawings
Actions taken in revision 1
Review/Approval
Submittal Index
MATERIAL REQUIRED LIST
SEISMIC CERTIFICATION
Seismic and Wind Certification Disclaimer (2 pgs)
Pipe / Duct Tables
MODEL KCCAB CRACKED CONCRETE ANCHOR
KSCC BULK CABLE RESTRAINT KIT
KSCC/KSCCZ END LOOP
KSCCZ2 ATTACH. TO CONCRETE
KSCA-AK KIT ATTACHMENT
QuakeLoc End Loop Instruction
KSCU,KSWC & KSCC SEISMIC RATINGS FOR ORIENTATION 1
KSCU,KSWC & KSCC SEISMIC RATINGS FOR ORIENTATION 2
KSCUZ,KSWCZ & KSCCZ SEISMIC RATINGS FOR ORIENTATION 1
KSCUZ,KSWCZ & KSCCZ SEISMIC RATINGS FOR ORIENTATION 2
QuakeKit-P Cable Restraint
QUAKELOC NORMAL WEIGHT CONCRETE RATINGS
QUAKELOC INSTALLATION PROCEDURE
General Anchor Installation Data
Calculation Support Information & Design Data
Pipe & Duct Restraint Components
Criteria Assumed When Specifying Seismic Restraint
Hanger Rod Stiffeners (4 pgs)
3 of 47
Pages
1
2
3
4
5
6
7-8
9 - 16
17
18
19
20
21
22
23
24
25
26
27
28
29 - 30
31 - 34
35 - 37
38 - 40
41 - 43
44 - 47
Date: 6/5/2013
KNC #: 101627
Job Name: Canyon View Hospital
Representative: Engineered Mechanical
Systems
P.O. #: PF-5928-01
Material Required List:
Tag/
Drawing No.
Material Required
Description
Qty
Total Reference
Each Qty
Drawing
P2.1A
QuakeKit-P-2 Seismic Cable Restraint Kit
KSCC-250B 1/4" BULK CABLE RESTR. KIT
1/4" WIRE ROPE 7 X 19 STRAND
7
4
96
14
4
4
7
4
96
14
4
4
S-90-405-1A
S-90-384-11A
QuakeKit-P-2 Seismic Cable Restraint Kit
KSCCZ2-AK-500-KCCAB ATTACH. KITS
40
3
72
2
48
16
64
6
2
40
3
72
2
48
16
64
6
2
S-90-405-1A
S-90-384-11A
P2.1B
4 of 47
S-51-15-1A
S-51-15-1A
S-51-15-1A
S-90-384-11A
S-51-15-1A
S-51-15-1A
S-51-15-1A
S-90-385-19B
KNC 101627 – Canyon View Medical Hospital - Actions taken in revision 1.
Restraints have been removed from all piping on pages P2.1A-S & P2.1B-S that were not entirely or
partially in the seismic zone depicted on reference drawing MEP2.0.
Restraints have been removed from the Fire Piping as it is not in our scope of work.
Restraints have been removed from the Roof Drains on page P2.1B-S that were located around column
G-16 per communications with the architect.
Restraints on Hot and Cold water piping located along column line 3 on pages P2.1A-S & P2.1B-S have
been revised to trapeze supported. Fire Piping adjacent to these lines is to be clevis supported.
All restraints have been revised per Spec (s) 230548 & 220548. As previously discussed sections 2305482.5-A-1 & 220548-2.3-C-1 require “Allowable strength in tension, shear, and pullout force of
components shall be at least four times the maximum seismic forces to which they will be
subjected.” (4x Saftey Factor)
5 of 47
KINETICS NOISE CONTROL, INC
6300 IRELAN PLACE
DUBLIN, OHIO 43017
Ph 614-889-0480, FAX 614-889-0540
KINETICS RESTRAINT COMPONENT CERTIFICATION
Date:
June 7, 2013
Project:
Location:
Grand Junction, CO
KNC Number:
101627
Tags:
P2. 1A; P2.1B
Reviewed By:
Ronald M. Jezerinac, PE
License Number: 20224
Registration:
State of Colorado
Expiration Date:
October 31, 2013
This packet contains certifications of Kinetics Noise Control restraint products tailored to the specific load
conditions indicated on the individual certification documents. Unless indicated otherwise on the attached
documents, the basis of the certification is code minimum requirements. Load and equipment data has
been drawn from information provided to Kinetics Noise Control by our client. Where required input data
was not provided, Kinetics Noise Control will attempt to extract data from publicly available mapped and
submittal data, however it remains the responsibility of those with full access to the project data to verify
that the loads used, as well as the equipment and installation conditions are consistent with the system as
certified. Any significant deviations from the conditions identified in these documents including equipment
substitutions, relocations, mounting arrangements, special load conditions, etc will void this certification.
It is critical to note that this certification covers only those hardware items which have been
provided by Kinetics Noise Control. It does not extend to global or localized stresses in the
building/supporting structure, the equipment, or where relevant, piping/ductwork and their
suspension components.
This document and all documents referenced above have
been reviewed and sealed by the listed Professional
engineer. The Seal is either for the jurisdiction of the project
or if the reviewing engineer is not licensed in that jurisdiction,
from the State of manufacture of the components. The seal
represents only that components have been selected to
meet the requirements of ASCE 7 and IBC as indicated in
the project requirements. Any specialized Professional
Engineering services desired for this project are beyond the
scope of this review. In conjunction with these certifications,
Kinetics Noise Control, Inc and the reviewing
Engineer/Agency guarantee only the use of that degree of
care and skill ordinarily exercised under similar conditions by
reputable members of our profession. No other warranty,
expressed or implied, is made or intended.
6 of 47
Certification Agency:
Ronald M. Jezerinac, PE
SEISMIC AND WIND CERTIFICATION – GENERAL ASSUMPTIONS AND
DISCLAIMER
All Seismic and Wind Certifications performed by Kinetics Noise Control, Inc and/or its associates,
unless clearly stated otherwise in the body of that certification document, will be performed in
accordance with the assumptions and disclaimers identified here in. If key information is not
provided to Kinetics Noise Control that affects the attachment of, the size or the quantity of
restraint components specified for this project, any required additional analysis or revisions to the
hardware provided will be considered to be a change in scope and costs will be assessed
accordingly.
Loads Considered
The loads considered in this certification are limited to those forces described in the seismic
portion of the code and/or that portion of the specification and project documents appropriate to
the project as provided to Kinetics Noise Control. If Kinetics Noise Control is not otherwise
informed, the most recent version of the appropriate code as listed on the IBC code adoption
website will be used. Because equipment can be indoors or may be addressed by other means,
wind will not be considered during the analysis unless it is specified to be included in the seismic
certification request (note that there is no extra charge for performing a wind analysis at the same
time as a seismic analysis is performed). Wind loads will be determined based on the following:
1) if included in the provided documentation, the documented value will be used, 2) If not in the
spec, but the project site is known, wind speed will be drawn from the wind maps published in the
appropriate code and 3) In the absence of a specified value or a known project location, Kinetics
Noise Control will use the equivalent of ~45 psf (2,155 Pa) as a wind load requirement. If this is
not adequate, it is the responsibility of the Design Professional of Record to notify Kinetics Noise
Control.
Extent of the Certification
This certification applies only to those components provided by Kinetics Noise Control. It does not
extend to the building structure, equipment, or pipe/duct and their supports.
Equipment Data
The equipment weight, geometry and CG data used to perform the certification have been
provided to Kinetics Noise Control by others, no attempt has been made by Kinetics Noise Control
to verify its accuracy and it is up those providing the information to do so. Where CG data is not
provided, associates of Kinetics Noise Control will attempt to make reasonable, yet conservative
estimates as to the magnitude of any imbalance although it must be recognized that the direction
of the imbalance is often unknown. Unless the equipment orientation is obvious from the diagram
in the certification document, it should be assumed that the orientation is not known. Under these
conditions, the worst case restraint, attachment and/or anchorage selection indicated for any
particular location must be used for all locations.
PAGE 1 of 2
GSS–1
International:
FAX
World Wide Web:
E-mail:
7 of 47
800-959-1229
614-889-0480
614-889-0540
Member
Equipment Durability
Kinetics Noise Control and its associates make no representations as to equipment durability and
its ability to survive a seismic event and remain functional.
Installation
Where detailed installation procedures are not addressed in documentation provided by Kinetics
Noise Control, all seismic hardware and components must be installed in conformance with FEMA
412, 413, and 414, Installing Seismic Restraints for Mechanical Equipment, Installing Seismic
Restraints for Electrical Equipment, and Installing Seismic Restraints for Pipe and Duct
respectively. Free copies available from FEMA (1-800-480-2520) or through Kinetics Noise
Control
Equipment, Restraint, and Component attachment holes
For seismic restraint, it is necessary that any attachment bolts positioned in the path between the
equipment to be restrained and the building structure, be a tight fit with their mating holes (The
hole is to be not more than 1/8” (3 mm) in diameter larger than the attachment bolt). In the case
of Kinetics Noise Control supplied restraint components, attachment safety factors are based on
hardware sized per the above. In the case of directly attached equipment, the hardware and
components provided by Kinetics Noise Control are the minimum required to withstand the
seismic loading. If attachment holes in the equipment exceed the recommendation above, the
attachment hole is to be sleeved or grouted to bring its effective diameter down to not more than
1/8” (3 mm) larger than the attachment hardware used.
Anchor Capacity and Edge Distances
All anchor allowable loads are based on ICC – ES test data for hardware provided by Kinetics
Noise Control and assume full anchor embedment in 3,000 psi (20,684 kPa) (minimum) concrete
and a minimum spacing between the anchor centerline and the edge of the slab into which it is
sunk in accordance with the included anchorage data. Under some conditions as noted in the
calculations, “Undercut” or “Adhesive” type anchors may be required
Stamps
Stamped documents are intended to support the Engineer of Record on the project. If the project
is located in an area for which Kinetics does not have a valid PE license, the documents will be
signed and sealed by a Licensed Professional Engineer in the State of Ohio. This practice is
intended solely to indicate that a competent individual has reviewed the document and that the
selected components are certified to have adequate capacity to resist the anticipated seismic or
wind load condition. It is not intended to imply that the licensee is legally empowered to practice
in the jurisdiction of the project.
General
Kinetics Noise Control, Inc. and its associates guarantee that we will use that degree of care and
skill ordinarily exercised under similar conditions by reputable members of our profession to
determine restraint and/or attachment safety factors based on customer supplied input data. No
other warranty, expressed or implied is made or intended.
PAGE 2 of 2
GSS–1
International:
FAX
World Wide Web:
E-mail:
8 of 47
800-959-1229
614-889-0480
614-889-0540
Member
(1) KCCAB Cracked Concrete Anchor to Nml Wght Concrete or Thru Bolt
6300 IRELAN PLACE
DUBLIN, OHIO 43017
ph 614-889-0480
Project:
KNC#
101627
Connection: QuakeLoc
Mapped S S :
0.23
IP :
1.5
SF:
4
RP :
4.5
AP :
2.5
Maximum Installation Angle: 60
Table 1A
Distributed System
Non-ASME B31 piping, high/med
deformability with screwed
connections
Site Specific
Horizontal Force
Selection Tables
2009 IBC
Horizontal Force Class
Max Force (lbs)
Force Class
250
I
500
II
1000
III
2000
IV
5000
V
10000
VI
Typ. Lb/Ft Includes Insulation
Pipe Size
Filled Pipe
Steam Pipe
1
2.91
3
1.5
4.67
5
2
6.35
6
2.5
9.3
8
3
12.44
10
4
18.34
14
5
27.2
20
6
35.99
25
8
55.84
36
10
81.43
50
12
106.45
60
14
122.88
66
16
151.4
76
18
182.63
85
20
216.59
95
24
292.68
114
Maximum Rectangular Duct Weight
Duct Size
Lb/Ft
30 x 30
26
42 x 42
36
54 x 54
47
60 x 60
54
84 x 84
103
96 x 96
129
54 x 28
35
60 x 30
39
84 x 42
74
96 x 48
97
108 x 54
110
120 x 60
121
Instructions for Use
1) Determine the max restraint spacing,
from the geometry of the installation but
do not exceed values listed in Table 2.
2) Determine the weight of the pipe or duct
component(s) from the tables above
(adding trapezed items together.)
Site Class: D (1.6)
Grade
16%
0.442
0.442
G's by Building Elevation listed below
33%
50%
66%
84%
Roof
0.762
0.870
0.981
Elevation in Structure (% of Total Building Height)
16%
33%
50%
66%
44
54
65
76
110
136
164
191
221
271
327
381
442
543
654
762
662
814
981
1143
883
1086
1308
1524
1104
1357
1636
1905
1325
1629
1963
2286
84%
87
218
435
870
1305
1740
2175
2610
Roof
98
245
491
981
1472
1963
2453
2944
84%
174
435
870
1740
2610
3480
4351
5221
Roof
196
491
981
1963
2944
3925
4907
5888
84%
261
653
1305
2610
3915
5221
6526
7831
Roof
294
736
1472
2944
4416
5888
7360
8832
84%
348
870
1740
3480
5221
6961
8701
10441
Roof
393
981
1963
3925
5888
7851
9813
11776
84%
522
1305
2610
5221
7831
10441
13052
15662
Roof
589
1472
2944
5888
8832
11776
14720
17664
84%
696
1740
3480
6961
10441
13922
17402
20883
Roof
785
1963
3925
7851
11776
15701
19626
23552
0.543
0.654
Restraints Located 10 ft OC [lbs]
Wt/Ft
(Lb)
10
25
50
100
150
200
250
300
Grade
44
110
221
442
662
883
1104
1325
Wt/Ft
(Lb)
10
25
50
100
150
200
250
300
Grade
88
221
442
883
1325
1766
2208
2650
16%
33%
50%
66%
88
109
131
152
221
271
327
381
442
543
654
762
883
1086
1308
1524
1325
1629
1963
2286
1766
2172
2617
3049
2208
2715
3271
3811
2650
3258
3925
4573
Grade
132
331
662
1325
1987
2650
3312
3974
16%
33%
50%
66%
132
163
196
229
331
407
491
572
662
814
981
1143
1325
1629
1963
2286
1987
2443
2944
3430
2650
3258
3925
4573
3312
4072
4907
5716
3974
4887
5888
6859
Grade
177
442
883
1766
2650
3533
4416
5299
16%
33%
50%
66%
177
217
262
305
442
543
654
762
883
1086
1308
1524
1766
2172
2617
3049
2650
3258
3925
4573
3533
4344
5234
6097
4416
5430
6542
7622
5299
6516
7851
9146
Wt/Ft
(Lb)
10
25
50
100
150
200
250
300
Wt/Ft
(Lb)
10
25
50
100
150
200
250
300
Wt/Ft
(Lb)
10
25
50
100
150
200
250
300
Grade
265
662
1325
2650
3974
5299
6624
7949
16%
33%
50%
66%
265
326
393
457
662
814
981
1143
1325
1629
1963
2286
2650
3258
3925
4573
3974
4887
5888
6859
5299
6516
7851
9146
6624
8145
9813
11432
7949
9774
11776
13719
3) Use the tables at right to determine the
Horizontal Force, Force Class, Cable &
Attachment Kit Or Kit Type Designator
based on the Restraint Spacing
4) For other pipe and duct types see
appendices A2.0 and A3.0 of Kinetics
Pipe & Duct Application Manual.
(Force Class Units are LRFD [Strength] Based)
Wt/Ft
(Lb)
10
25
50
100
150
200
250
300
Grade
353
883
1766
3533
5299
7066
8832
10598
16%
33%
50%
66%
353
434
523
610
883
1086
1308
1524
1766
2172
2617
3049
3533
4344
5234
6097
5299
6516
7851
9146
7066
8688
10467
12195
8832
10860
13084
15243
10598
13032
15701
18292
9 of 47
6300 IRELAN PLACE
DUBLIN, OHIO 43017
ph 614-889-0480
Project:
KNC#
101627
Mapped S S :
0.23
IP :
1.5
SF:
4
RP :
4.5
AP :
2.5
Table 1
Distributed System
connections
Site Specific
Selection Tables
2009 IBC
Max Force (lbs)
Force Class
250
I
500
II
1000
III
2000
IV
5000
V
10000
VI
Pipe Size
Filled Pipe
Steam Pipe
1
2.91
3
1.5
4.67
5
2
6.35
6
2.5
9.3
8
3
12.44
10
4
18.34
14
5
27.2
20
6
35.99
25
8
55.84
36
10
81.43
50
12
106.45
60
14
122.88
66
16
151.4
76
18
182.63
85
20
216.59
95
24
292.68
114
Duct Size
Lb/Ft
30 x 30
26
42 x 42
36
54 x 54
47
60 x 60
54
84 x 84
103
96 x 96
129
54 x 28
35
60 x 30
39
84 x 42
74
96 x 48
97
108 x 54
110
120 x 60
121
Site Class: D (1.6)
Grade
16%
0.442
0.442
33%
50%
66%
84%
Roof
0.762
0.870
0.981
16%
33%
50%
66%
I
I
I
I
I
I
I
I
I
II
II
II
II
III
III
III
III
III
III
IV
III
IV
IV
IV
IV
IV
IV
IV
IV
IV
IV
V
84%
I
I
II
III
IV
IV
V
V
Roof
I
I
II
III
IV
IV
V
V
84%
I
II
III
IV
V
V
V
VI
Roof
I
II
III
IV
V
V
V
VI
84%
II
III
IV
V
V
VI
VI
VI
Roof
II
III
IV
V
V
VI
VI
VI
84%
II
III
IV
V
VI
VI
VI
N/A
Roof
II
III
IV
V
VI
VI
VI
N/A
84%
III
IV
V
VI
VI
N/A
N/A
N/A
Roof
III
IV
V
VI
VI
N/A
N/A
N/A
84%
III
IV
V
VI
N/A
N/A
N/A
N/A
Roof
III
IV
V
VI
N/A
N/A
N/A
N/A
0.543
0.654
Wt/Ft
(Lb)
10
25
50
100
150
200
250
300
Grade
I
I
I
II
III
III
IV
IV
Wt/Ft
(Lb)
10
25
50
100
150
200
250
300
Grade
I
I
II
III
IV
IV
V
V
16%
33%
50%
66%
I
I
I
I
I
II
II
II
II
III
III
III
III
IV
IV
IV
IV
IV
IV
V
IV
V
V
V
V
V
V
V
V
V
V
V
Grade
I
II
III
IV
IV
V
V
V
16%
33%
50%
66%
I
I
I
I
II
II
II
III
III
III
III
IV
IV
IV
IV
V
IV
V
V
V
V
V
V
V
V
V
V
VI
V
V
VI
VI
Grade
I
II
III
IV
V
V
V
VI
16%
33%
50%
66%
I
I
II
II
II
III
III
III
III
IV
IV
IV
IV
V
V
V
V
V
V
V
V
V
VI
VI
V
VI
VI
VI
VI
VI
VI
VI
Wt/Ft
(Lb)
10
25
50
100
150
200
250
300
Wt/Ft
(Lb)
10
25
50
100
150
200
250
300
Wt/Ft
(Lb)
10
25
50
100
150
200
250
300
Grade
II
III
IV
V
V
VI
VI
VI
16%
33%
50%
66%
II
II
II
II
III
III
III
IV
IV
IV
IV
V
V
V
V
V
V
V
VI
VI
VI
VI
VI
VI
VI
VI
VI
N/A
VI
VI
N/A
N/A
Wt/Ft
(Lb)
10
25
50
100
150
200
250
300
Grade
II
III
IV
V
VI
VI
VI
N/A
16%
33%
50%
66%
II
II
III
III
III
IV
IV
IV
IV
V
V
V
V
V
VI
VI
VI
VI
VI
VI
VI
VI
N/A
N/A
VI
N/A
N/A
N/A
N/A
N/A
N/A
N/A
10 of 47
6300 IRELAN PLACE
DUBLIN, OHIO 43017
ph 614-889-0480
Project:
KNC#
101627
Mapped S S :
0.23
IP :
1.5
SF:
4
RP :
4.5
AP :
2.5
Table 1B
Distributed System
connections
Site Specific
Cable & Attachment Kit
Selection Tables
2009 IBC
Max Force (lbs)
Force Class
250
I
500
II
1000
III
2000
IV
5000
V
10000
VI
Pipe Size
Filled Pipe
Steam Pipe
1
2.91
3
1.5
4.67
5
2
6.35
6
2.5
9.3
8
3
12.44
10
4
18.34
14
5
27.2
20
6
35.99
25
8
55.84
36
10
81.43
50
12
106.45
60
14
122.88
66
16
151.4
76
18
182.63
85
20
216.59
95
24
292.68
114
Duct Size
Lb/Ft
30 x 30
26
42 x 42
36
54 x 54
47
60 x 60
54
84 x 84
103
96 x 96
129
54 x 28
35
60 x 30
39
84 x 42
74
96 x 48
97
108 x 54
110
120 x 60
121
Site Class: D (1.6)
Grade
16%
0.442
0.442
33%
50%
0.543
0.654
66%
84%
Roof
0.762
0.870
0.981
84%
Quake-2-375
Quake-2-375
Quake-2-500
KSCC-4-750
KSCC-6-750
-
Roof
Quake-2-375
Quake-2-500
Quake-2-500
KSCC-4-750
-
84%
Quake-2-375
Quake-2-500
KSCC-4-750
-
Roof
Quake-2-375
Quake-2-500
KSCC-4-750
-
84%
Quake-2-500
KSCC-4-625
KSCC-6-750
-
Roof
Quake-2-500
KSCC-4-750
-
84%
Quake-2-500
KSCC-4-750
N/A
Roof
Quake-2-500
KSCC-4-750
N/A
84%
KSCC-4-625
KSCC-6-750
N/A
N/A
N/A
Roof
KSCC-4-625
N/A
N/A
N/A
84%
KSCC-4-625
N/A
N/A
N/A
N/A
Roof
KSCC-4-750
N/A
N/A
N/A
N/A
Wt/Ft
(Lb)
10
25
50
100
150
200
250
300
Grade
Quake-2-375
Quake-2-375
Quake-2-375
Quake-2-500
KSCC-4-625
KSCC-4-750
KSCC-6-750
KSCC-6-750
16%
33%
50%
66%
Quake-2-375
Quake-2-375
Quake-2-375
Quake-2-375
Quake-2-375
Quake-2-375
Quake-2-375
Quake-2-375
Quake-2-375
Quake-2-500
Quake-2-500
Quake-2-500
Quake-2-500
KSCC-4-625
KSCC-4-625
KSCC-4-750
KSCC-4-625
KSCC-4-750
KSCC-4-750
KSCC-6-750
KSCC-4-750
KSCC-4-750
KSCC-6-750
KSCC-6-750
KSCC-6-750
-
Wt/Ft
(Lb)
10
25
50
100
150
200
250
300
Grade
Quake-2-375
Quake-2-375
Quake-2-500
KSCC-4-750
KSCC-6-750
-
16%
33%
50%
66%
Quake-2-375
Quake-2-375
Quake-2-375
Quake-2-375
Quake-2-375
Quake-2-500
Quake-2-500
Quake-2-500
Quake-2-500
KSCC-4-625
KSCC-4-625
KSCC-4-750
KSCC-4-750
KSCC-4-750
KSCC-6-750
KSCC-6-750
-
Grade
Quake-2-375
Quake-2-500
KSCC-4-625
KSCC-6-750
-
16%
33%
50%
66%
Quake-2-375
Quake-2-375
Quake-2-375
Quake-2-375
Quake-2-500
Quake-2-500
Quake-2-500
KSCC-4-625
KSCC-4-625
KSCC-4-750
KSCC-4-750
KSCC-6-750
KSCC-6-750
-
Grade
Quake-2-375
Quake-2-500
KSCC-4-750
-
16%
33%
50%
66%
Quake-2-375
Quake-2-375
Quake-2-500
Quake-2-500
Quake-2-500
KSCC-4-625
KSCC-4-625
KSCC-4-750
KSCC-4-750
KSCC-4-750
KSCC-6-750
-
Wt/Ft
(Lb)
10
25
50
100
150
200
250
300
Wt/Ft
(Lb)
10
25
50
100
150
200
250
300
Wt/Ft
(Lb)
10
25
50
100
150
200
250
300
Grade
Quake-2-500
KSCC-4-625
KSCC-6-750
-
16%
33%
50%
66%
Quake-2-500
Quake-2-500
Quake-2-500
Quake-2-500
KSCC-4-625
KSCC-4-750
KSCC-4-750
KSCC-6-750
KSCC-6-750
N/A
N/A
N/A
Wt/Ft
(Lb)
10
25
50
100
150
200
250
300
Grade
Quake-2-500
KSCC-4-750
N/A
16%
33%
50%
66%
Quake-2-500
Quake-2-500
KSCC-4-625
KSCC-4-625
KSCC-4-750
KSCC-4-750
KSCC-6-750
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
11 of 47
6300 IRELAN PLACE
DUBLIN, OHIO 43017
ph 614-889-0480
Project:
KNC#
101627
Mapped S S :
0.23
IP :
1.5
SF:
4
RP :
4.5
AP :
2.5
Table 1C
Distributed System
connections
Site Specific
Kit Type Designator
Selection Tables
2009 IBC
Max Force (lbs)
Force Class
250
I
500
II
1000
III
2000
IV
5000
V
10000
VI
Pipe Size
Filled Pipe
Steam Pipe
1
2.91
3
1.5
4.67
5
2
6.35
6
2.5
9.3
8
3
12.44
10
4
18.34
14
5
27.2
20
6
35.99
25
8
55.84
36
10
81.43
50
12
106.45
60
14
122.88
66
16
151.4
76
18
182.63
85
20
216.59
95
24
292.68
114
Duct Size
Lb/Ft
30 x 30
26
42 x 42
36
54 x 54
47
60 x 60
54
84 x 84
103
96 x 96
129
54 x 28
35
60 x 30
39
84 x 42
74
96 x 48
97
108 x 54
110
120 x 60
121
Site Class: D (1.6)
Grade
16%
0.442
0.442
33%
50%
66%
84%
Roof
0.762
0.870
0.981
16%
33%
50%
66%
Q2-X2
Q2-X2
Q2-X2
Q2-X2
Q2-X2
Q2-X2
Q2-X2
Q2-X2
Q2-X2
Q2-X3
Q2-X3
Q2-X3
Q2-X3
C4-Y1
C4-Y1
C4-Y2
C4-Y1
C4-Y2
C4-Y2
C6-Y2
C4-Y2
C4-Y2
C6-Y2
C6-Y2
C6-Y2
-
84%
Q2-X2
Q2-X2
Q2-X3
C4-Y2
C6-Y2
-
Roof
Q2-X2
Q2-X3
Q2-X3
C4-Y2
-
84%
Q2-X2
Q2-X3
C4-Y2
-
Roof
Q2-X2
Q2-X3
C4-Y2
-
84%
Q2-X3
C4-Y1
C6-Y2
-
Roof
Q2-X3
C4-Y2
-
84%
Q2-X3
C4-Y2
N/A
Roof
Q2-X3
C4-Y2
N/A
84%
C4-Y1
C6-Y2
N/A
N/A
N/A
Roof
C4-Y1
N/A
N/A
N/A
84%
C4-Y1
N/A
N/A
N/A
N/A
Roof
C4-Y2
N/A
N/A
N/A
N/A
0.543
0.654
Wt/Ft
(Lb)
10
25
50
100
150
200
250
300
Grade
Q2-X2
Q2-X2
Q2-X2
Q2-X3
C4-Y1
C4-Y2
C6-Y2
C6-Y2
Wt/Ft
(Lb)
10
25
50
100
150
200
250
300
Grade
Q2-X2
Q2-X2
Q2-X3
C4-Y2
C6-Y2
-
16%
33%
50%
66%
Q2-X2
Q2-X2
Q2-X2
Q2-X2
Q2-X2
Q2-X3
Q2-X3
Q2-X3
Q2-X3
C4-Y1
C4-Y1
C4-Y2
C4-Y2
C4-Y2
C6-Y2
C6-Y2
-
Grade
Q2-X2
Q2-X3
C4-Y1
C6-Y2
-
16%
33%
50%
66%
Q2-X2
Q2-X2
Q2-X2
Q2-X2
Q2-X3
Q2-X3
Q2-X3
C4-Y1
C4-Y1
C4-Y2
C4-Y2
C6-Y2
C6-Y2
-
Grade
Q2-X2
Q2-X3
C4-Y2
-
16%
33%
50%
66%
Q2-X2
Q2-X2
Q2-X3
Q2-X3
Q2-X3
C4-Y1
C4-Y1
C4-Y2
C4-Y2
C4-Y2
C6-Y2
-
Wt/Ft
(Lb)
10
25
50
100
150
200
250
300
Wt/Ft
(Lb)
10
25
50
100
150
200
250
300
Wt/Ft
(Lb)
10
25
50
100
150
200
250
300
Grade
Q2-X3
C4-Y1
C6-Y2
-
16%
33%
50%
66%
Q2-X3
Q2-X3
Q2-X3
Q2-X3
C4-Y1
C4-Y2
C4-Y2
C6-Y2
C6-Y2
N/A
N/A
N/A
Wt/Ft
(Lb)
10
25
50
100
150
200
250
300
Grade
Q2-X3
C4-Y2
N/A
16%
33%
50%
66%
Q2-X3
Q2-X3
C4-Y1
C4-Y1
C4-Y2
C4-Y2
C6-Y2
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
12 of 47
6300 IRELAN PLACE
DUBLIN, OHIO 43017
ph 614-889-0480
Project:
KNC#
101627
Mapped S S :
0.23
IP :
1.5
SF:
4
RP :
4.5
AP :
2.5
Table 1A
Distributed System
connections
Site Specific
Horizontal Force
Selection Tables
2009 IBC
Max Force (lbs)
Force Class
250
I
500
II
1000
III
2000
IV
5000
V
10000
VI
Pipe Size
Filled Pipe
Steam Pipe
1
2.91
3
1.5
4.67
5
2
6.35
6
2.5
9.3
8
3
12.44
10
4
18.34
14
5
27.2
20
6
35.99
25
8
55.84
36
10
81.43
50
12
106.45
60
14
122.88
66
16
151.4
76
18
182.63
85
20
216.59
95
24
292.68
114
Duct Size
Lb/Ft
30 x 30
26
42 x 42
36
54 x 54
47
60 x 60
54
84 x 84
103
96 x 96
129
54 x 28
35
60 x 30
39
84 x 42
74
96 x 48
97
108 x 54
110
120 x 60
121
Site Class: C (1.2)
Grade
16%
0.331
0.331
33%
50%
66%
84%
Roof
0.572
0.653
0.736
16%
33%
50%
66%
33
41
49
57
83
102
123
143
166
204
245
286
331
407
491
572
497
611
736
857
662
814
981
1143
828
1018
1227
1429
994
1222
1472
1715
84%
65
163
326
653
979
1305
1631
1958
Roof
74
184
368
736
1104
1472
1840
2208
84%
131
326
653
1305
1958
2610
3263
3915
Roof
147
368
736
1472
2208
2944
3680
4416
84%
196
489
979
1958
2937
3915
4894
5873
Roof
221
552
1104
2208
3312
4416
5520
6624
84%
261
653
1305
2610
3915
5221
6526
7831
Roof
294
736
1472
2944
4416
5888
7360
8832
84%
392
979
1958
3915
5873
7831
9789
11746
Roof
442
1104
2208
4416
6624
8832
11040
13248
84%
522
1305
2610
5221
7831
10441
13052
15662
Roof
589
1472
2944
5888
8832
11776
14720
17664
0.407
0.491
Wt/Ft
(Lb)
10
25
50
100
150
200
250
300
Grade
33
83
166
331
497
662
828
994
Wt/Ft
(Lb)
10
25
50
100
150
200
250
300
Grade
66
166
331
662
994
1325
1656
1987
16%
33%
50%
66%
66
81
98
114
166
204
245
286
331
407
491
572
662
814
981
1143
994
1222
1472
1715
1325
1629
1963
2286
1656
2036
2453
2858
1987
2443
2944
3430
Grade
99
248
497
994
1490
1987
2484
2981
16%
33%
50%
66%
99
122
147
171
248
305
368
429
497
611
736
857
994
1222
1472
1715
1490
1833
2208
2572
1987
2443
2944
3430
2484
3054
3680
4287
2981
3665
4416
5145
Grade
132
331
662
1325
1987
2650
3312
3974
16%
33%
50%
66%
132
163
196
229
331
407
491
572
662
814
981
1143
1325
1629
1963
2286
1987
2443
2944
3430
2650
3258
3925
4573
3312
4072
4907
5716
3974
4887
5888
6859
Wt/Ft
(Lb)
10
25
50
100
150
200
250
300
Wt/Ft
(Lb)
10
25
50
100
150
200
250
300
Wt/Ft
(Lb)
10
25
50
100
150
200
250
300
Grade
199
497
994
1987
2981
3974
4968
5962
16%
33%
50%
66%
199
244
294
343
497
611
736
857
994
1222
1472
1715
1987
2443
2944
3430
2981
3665
4416
5145
3974
4887
5888
6859
4968
6109
7360
8574
5962
7330
8832
10289
Wt/Ft
(Lb)
10
25
50
100
150
200
250
300
Grade
265
662
1325
2650
3974
5299
6624
7949
16%
33%
50%
66%
265
326
393
457
662
814
981
1143
1325
1629
1963
2286
2650
3258
3925
4573
3974
4887
5888
6859
5299
6516
7851
9146
6624
8145
9813
11432
7949
9774
11776
13719
13 of 47
6300 IRELAN PLACE
DUBLIN, OHIO 43017
ph 614-889-0480
Project:
KNC#
101627
Mapped S S :
0.23
IP :
1.5
SF:
4
RP :
4.5
AP :
2.5
Table 1
Distributed System
connections
Site Specific
Selection Tables
2009 IBC
Max Force (lbs)
Force Class
250
I
500
II
1000
III
2000
IV
5000
V
10000
VI
Pipe Size
Filled Pipe
Steam Pipe
1
2.91
3
1.5
4.67
5
2
6.35
6
2.5
9.3
8
3
12.44
10
4
18.34
14
5
27.2
20
6
35.99
25
8
55.84
36
10
81.43
50
12
106.45
60
14
122.88
66
16
151.4
76
18
182.63
85
20
216.59
95
24
292.68
114
Duct Size
Lb/Ft
30 x 30
26
42 x 42
36
54 x 54
47
60 x 60
54
84 x 84
103
96 x 96
129
54 x 28
35
60 x 30
39
84 x 42
74
96 x 48
97
108 x 54
110
120 x 60
121
Site Class: C (1.2)
Grade
16%
0.331
0.331
33%
50%
66%
84%
Roof
0.572
0.653
0.736
16%
33%
50%
66%
I
I
I
I
I
I
I
I
I
I
I
II
II
II
II
III
II
III
III
III
III
III
III
IV
III
IV
IV
IV
III
IV
IV
IV
84%
I
I
II
III
III
IV
IV
IV
Roof
I
I
II
III
IV
IV
IV
V
84%
I
II
III
IV
IV
V
V
V
Roof
I
II
III
IV
V
V
V
V
84%
I
II
III
IV
V
V
V
VI
Roof
I
III
IV
V
V
V
VI
VI
84%
II
III
IV
V
V
VI
VI
VI
Roof
II
III
IV
V
V
VI
VI
VI
84%
II
III
IV
V
VI
VI
VI
N/A
Roof
II
IV
V
V
VI
VI
N/A
N/A
84%
III
IV
V
VI
VI
N/A
N/A
N/A
Roof
III
IV
V
VI
VI
N/A
N/A
N/A
0.407
0.491
Wt/Ft
(Lb)
10
25
50
100
150
200
250
300
Grade
I
I
I
II
II
III
III
III
Wt/Ft
(Lb)
10
25
50
100
150
200
250
300
Grade
I
I
II
III
III
IV
IV
IV
16%
33%
50%
66%
I
I
I
I
I
I
I
II
II
II
II
III
III
III
III
IV
III
IV
IV
IV
IV
IV
IV
V
IV
V
V
V
IV
V
V
V
Grade
I
I
II
III
IV
IV
V
V
16%
33%
50%
66%
I
I
I
I
I
II
II
II
II
III
III
III
III
IV
IV
IV
IV
IV
V
V
IV
V
V
V
V
V
V
V
V
V
V
VI
Grade
I
II
III
IV
IV
V
V
V
16%
33%
50%
66%
I
I
I
I
II
II
II
III
III
III
III
IV
IV
IV
IV
V
IV
V
V
V
V
V
V
V
V
V
V
VI
V
V
VI
VI
Wt/Ft
(Lb)
10
25
50
100
150
200
250
300
Wt/Ft
(Lb)
10
25
50
100
150
200
250
300
Wt/Ft
(Lb)
10
25
50
100
150
200
250
300
Grade
I
II
III
IV
V
V
V
VI
16%
33%
50%
66%
I
I
II
II
II
III
III
III
III
IV
IV
IV
IV
V
V
V
V
V
V
VI
V
V
VI
VI
V
VI
VI
VI
VI
VI
VI
N/A
Wt/Ft
(Lb)
10
25
50
100
150
200
250
300
Grade
II
III
IV
V
V
VI
VI
VI
16%
33%
50%
66%
II
II
II
II
III
III
III
IV
IV
IV
IV
V
V
V
V
V
V
V
VI
VI
VI
VI
VI
VI
VI
VI
VI
N/A
VI
VI
N/A
N/A
14 of 47
6300 IRELAN PLACE
DUBLIN, OHIO 43017
ph 614-889-0480
Project:
KNC#
101627
Mapped S S :
0.23
IP :
1.5
SF:
4
RP :
4.5
AP :
2.5
Table 1B
Distributed System
connections
Site Specific
Cable & Attachment Kit
Selection Tables
2009 IBC
Max Force (lbs)
Force Class
250
I
500
II
1000
III
2000
IV
5000
V
10000
VI
Pipe Size
Filled Pipe
Steam Pipe
1
2.91
3
1.5
4.67
5
2
6.35
6
2.5
9.3
8
3
12.44
10
4
18.34
14
5
27.2
20
6
35.99
25
8
55.84
36
10
81.43
50
12
106.45
60
14
122.88
66
16
151.4
76
18
182.63
85
20
216.59
95
24
292.68
114
Duct Size
Lb/Ft
30 x 30
26
42 x 42
36
54 x 54
47
60 x 60
54
84 x 84
103
96 x 96
129
54 x 28
35
60 x 30
39
84 x 42
74
96 x 48
97
108 x 54
110
120 x 60
121
Site Class: C (1.2)
Grade
16%
0.331
0.331
33%
50%
0.407
0.491
66%
84%
Roof
0.572
0.653
0.736
84%
KSCAZ2-2-375
KSCAZ2-2-375
KSCAZ2-2-375
KSCAZ2-2-375
KSCCZ2-4-500
KSCCZ2-4-500
KSCCZ2-6-500
KSCCZ2-6-500
Roof
KSCAZ2-2-375
KSCAZ2-2-375
KSCAZ2-2-375
KSCCZ2-4-500
KSCCZ2-4-500
KSCCZ2-4-500
KSCCZ2-6-500
-
84%
KSCAZ2-2-375
KSCAZ2-2-375
KSCAZ2-2-375
KSCCZ2-4-500
KSCCZ2-6-500
-
Roof
KSCAZ2-2-375
KSCAZ2-2-375
KSCCZ2-4-500
KSCCZ2-4-500
-
84%
KSCAZ2-2-375
KSCAZ2-2-375
KSCCZ2-4-500
KSCCZ2-6-500
-
Roof
KSCAZ2-2-375
KSCAZ2-2-375
KSCCZ2-4-500
-
84%
KSCAZ2-2-375
KSCAZ2-2-375
KSCCZ2-4-500
-
Roof
KSCAZ2-2-375
KSCCZ2-4-500
KSCCZ2-4-500
-
84%
KSCAZ2-2-375
KSCCZ2-4-500
KSCCZ2-6-500
N/A
Roof
KSCAZ2-2-375
KSCCZ2-4-500
N/A
N/A
84%
KSCAZ2-2-375
KSCCZ2-4-500
N/A
N/A
N/A
Roof
KSCAZ2-2-375
KSCCZ2-4-500
N/A
N/A
N/A
Wt/Ft
(Lb)
10
25
50
100
150
200
250
300
Grade
KSCAZ2-2-375
KSCAZ2-2-375
KSCAZ2-2-375
KSCAZ2-2-375
KSCAZ2-2-375
KSCAZ2-2-375
KSCCZ2-4-500
KSCCZ2-4-500
16%
33%
50%
66%
KSCAZ2-2-375 KSCAZ2-2-375 KSCAZ2-2-375 KSCAZ2-2-375
KSCAZ2-2-375 KSCAZ2-2-375 KSCCZ2-4-500 KSCCZ2-4-500
KSCAZ2-2-375 KSCCZ2-4-500 KSCCZ2-4-500 KSCCZ2-4-500
KSCCZ2-4-500 KSCCZ2-4-500 KSCCZ2-4-500 KSCCZ2-4-500
Wt/Ft
(Lb)
10
25
50
100
150
200
250
300
Grade
KSCAZ2-2-375
KSCAZ2-2-375
KSCAZ2-2-375
KSCAZ2-2-375
KSCCZ2-4-500
KSCCZ2-4-500
KSCCZ2-6-500
KSCCZ2-6-500
16%
33%
50%
66%
KSCCZ2-4-500 KSCCZ2-6-500 KSCCZ2-6-500
KSCCZ2-6-500
KSCCZ2-6-500
-
Grade
KSCAZ2-2-375
KSCAZ2-2-375
KSCAZ2-2-375
KSCCZ2-4-500
KSCCZ2-6-500
KSCCZ2-6-500
-
16%
33%
50%
66%
KSCCZ2-6-500 KSCCZ2-6-500
KSCCZ2-6-500
-
Grade
KSCAZ2-2-375
KSCAZ2-2-375
KSCAZ2-2-375
KSCCZ2-4-500
KSCCZ2-6-500
-
16%
33%
50%
66%
KSCCZ2-6-500
-
Wt/Ft
(Lb)
10
25
50
100
150
200
250
300
Wt/Ft
(Lb)
10
25
50
100
150
200
250
300
Wt/Ft
(Lb)
10
25
50
100
150
200
250
300
Grade
KSCAZ2-2-375
KSCAZ2-2-375
KSCCZ2-4-500
KSCCZ2-6-500
-
16%
33%
50%
66%
KSCCZ2-6-500
N/A
Wt/Ft
(Lb)
10
25
50
100
150
200
250
300
Grade
KSCAZ2-2-375
KSCAZ2-2-375
KSCCZ2-4-500
-
16%
33%
50%
66%
N/A
N/A
N/A
15 of 47
6300 IRELAN PLACE
DUBLIN, OHIO 43017
ph 614-889-0480
Project:
KNC#
101627
Mapped S S :
0.23
IP :
1.5
SF:
4
RP :
4.5
AP :
2.5
Table 1C
Distributed System
connections
Site Specific
Kit Type Designator
Selection Tables
2009 IBC
Max Force (lbs)
Force Class
250
I
500
II
1000
III
2000
IV
5000
V
10000
VI
Pipe Size
Filled Pipe
Steam Pipe
1
2.91
3
1.5
4.67
5
2
6.35
6
2.5
9.3
8
3
12.44
10
4
18.34
14
5
27.2
20
6
35.99
25
8
55.84
36
10
81.43
50
12
106.45
60
14
122.88
66
16
151.4
76
18
182.63
85
20
216.59
95
24
292.68
114
Duct Size
Lb/Ft
30 x 30
26
42 x 42
36
54 x 54
47
60 x 60
54
84 x 84
103
96 x 96
129
54 x 28
35
60 x 30
39
84 x 42
74
96 x 48
97
108 x 54
110
120 x 60
121
Site Class: C (1.2)
Grade
16%
0.331
0.331
33%
50%
66%
84%
Roof
0.572
0.653
0.736
16%
33%
50%
66%
Q2-Z1
Q2-Z1
Q2-Z1
Q2-Z1
Q2-Z1
Q2-Z1
Q2-Z1
Q2-Z1
Q2-Z1
Q2-Z1
Q2-Z1
Q2-Z1
Q2-Z1
Q2-Z1
Q2-Z1
Q2-Z1
Q2-Z1
Q2-Z1
C4-Z3
C4-Z3
Q2-Z1
C4-Z3
C4-Z3
C4-Z3
C4-Z3
C4-Z3
C4-Z3
C4-Z3
C4-Z3
C4-Z3
C4-Z3
C6-Z3
84%
Q2-Z1
Q2-Z1
Q2-Z1
Q2-Z1
C4-Z3
C4-Z3
C6-Z3
C6-Z3
Roof
Q2-Z1
Q2-Z1
Q2-Z1
C4-Z3
C4-Z3
C4-Z3
C6-Z3
-
84%
Q2-Z1
Q2-Z1
Q2-Z1
C4-Z3
C6-Z3
-
Roof
Q2-Z1
Q2-Z1
C4-Z3
C4-Z3
-
84%
Q2-Z1
Q2-Z1
C4-Z3
C6-Z3
-
Roof
Q2-Z1
Q2-Z1
C4-Z3
-
84%
Q2-Z1
Q2-Z1
C4-Z3
-
Roof
Q2-Z1
C4-Z3
C4-Z3
-
84%
Q2-Z1
C4-Z3
C6-Z3
N/A
Roof
Q2-Z1
C4-Z3
N/A
N/A
84%
Q2-Z1
C4-Z3
N/A
N/A
N/A
Roof
Q2-Z1
C4-Z3
N/A
N/A
N/A
0.407
0.491
Wt/Ft
(Lb)
10
25
50
100
150
200
250
300
Grade
Q2-Z1
Q2-Z1
Q2-Z1
Q2-Z1
Q2-Z1
Q2-Z1
C4-Z3
C4-Z3
Wt/Ft
(Lb)
10
25
50
100
150
200
250
300
Grade
Q2-Z1
Q2-Z1
Q2-Z1
Q2-Z1
C4-Z3
C4-Z3
C6-Z3
C6-Z3
16%
33%
50%
66%
Q2-Z1
Q2-Z1
Q2-Z1
Q2-Z1
Q2-Z1
Q2-Z1
Q2-Z1
Q2-Z1
Q2-Z1
Q2-Z1
Q2-Z1
Q2-Z1
Q2-Z1
C4-Z3
C4-Z3
C4-Z3
C4-Z3
C4-Z3
C4-Z3
C6-Z3
C4-Z3
C6-Z3
C6-Z3
C6-Z3
C6-Z3
-
Grade
Q2-Z1
Q2-Z1
Q2-Z1
C4-Z3
C6-Z3
C6-Z3
-
16%
33%
50%
66%
Q2-Z1
Q2-Z1
Q2-Z1
Q2-Z1
Q2-Z1
Q2-Z1
Q2-Z1
Q2-Z1
Q2-Z1
Q2-Z1
C4-Z3
C4-Z3
C4-Z3
C4-Z3
C4-Z3
C6-Z3
C6-Z3
C6-Z3
C6-Z3
-
Grade
Q2-Z1
Q2-Z1
Q2-Z1
C4-Z3
C6-Z3
-
16%
33%
50%
66%
Q2-Z1
Q2-Z1
Q2-Z1
Q2-Z1
Q2-Z1
Q2-Z1
Q2-Z1
Q2-Z1
Q2-Z1
C4-Z3
C4-Z3
C4-Z3
C4-Z3
C6-Z3
C6-Z3
C6-Z3
-
Wt/Ft
(Lb)
10
25
50
100
150
200
250
300
Wt/Ft
(Lb)
10
25
50
100
150
200
250
300
Wt/Ft
(Lb)
10
25
50
100
150
200
250
300
Grade
Q2-Z1
Q2-Z1
C4-Z3
C6-Z3
-
16%
33%
50%
66%
Q2-Z1
Q2-Z1
Q2-Z1
Q2-Z1
Q2-Z1
Q2-Z1
C4-Z3
C4-Z3
C4-Z3
C4-Z3
C4-Z3
C6-Z3
C6-Z3
N/A
Wt/Ft
(Lb)
10
25
50
100
150
200
250
300
Grade
Q2-Z1
Q2-Z1
C4-Z3
-
16%
33%
50%
66%
Q2-Z1
Q2-Z1
Q2-Z1
Q2-Z1
Q2-Z1
C4-Z3
C4-Z3
C4-Z3
C4-Z3
C6-Z3
C6-Z3
N/A
N/A
N/A
16 of 47
17 of 47
Noise Control
KINETICS
18 of 47
WOODEN
STRUCTURE
BY OTHERS
SEE APPROPRIATE SUBMITTALS FOR
KSCC EQUIPMENT ATTACHMENT OPTIONS
ORIENTATION 1
SEE S-90.384-11B
FOR END LOOP
INSTRUCTIONS
STEEL
STRUCTURE
BY OTHERS
ORIENTATION 2
INSTALLATION
ANGLE
SEE KSCC ATTACHMENT KIT SUBMITTAL S-90.385-8A
FOR BOLTING & WELDING INSTRUCTIONS
KSCC BULK RESTRAINT CABLE KIT BY KINETICS.
EACH STANDARD KIT CONTAINS ENOUGH
MATERIAL FOR (2) CABLE ASSEMBLIES.
INSTALLATION
ANGLE
SEE KSCC ATTACHMENT KIT SUBMITTAL
S-90.385-8C FOR LAG SCREW INSTRUCTIONS
SEE KSCC ATTACHMENT KIT
SUBMITTAL S-90.385-8B
FOR CONCRETE ANCHOR
INSTRUCTIONS
CONCRETE
STRUCTURE
BY OTHERS
NOTE:
FOR CABLE RESTRAINT CAPACITIES SEE DWG'S
S-90.404-2A & S-90.404-2B
19 of 47
KSCC CABLE ATTACHMENT
BRACKET BY KINETICS.
~C
NOTE:
THIS INSTALLATION IS NOT RECOMMENDED
FOR WEIGHT BEARING OR HIGH CYCLE
LOAD APPLICATIONS.
=
A
INSTALLATION
ANGLE
SADDLES OF WIRE ROPE CLIPS MUST
BEAR AGAINST LIVE CABLE STRAND!
180 (20)
1/8"(3.2 mm) - 3/8"(9.5 mm) DIA CABLE,
THREE (3) WIRE ROPE CLIPS REQ'D.
1/2"(12.7 mm) DIA CABLE, FOUR (4) WIRE ROPE CLIPS REQ'D.,
BY KINETICS. TIGHTEN NUTS TO TORQUE = T
=
1/2 (12.7) 15.25 (387) 1.06 (27) 4.69 (119)
KSCC-500/-500B
=
540 (61)
9.50 (241) 0.88 (22) 3.94 (100)
3/8 (9.5)
KSCC-375/-375B
~B
360 (41)
7.00 (178) 0.75 (19) 3.19 (81)
1/4 (6.4 )
in. (mm) in-lb (N·m)
KSCC-250/-250B
in. (mm)
in. (mm)
T
in. (mm)
C
----------------------------
B
(MIN)
A
CABLE
SIZE
MODEL
20 of 47
CONCRETE
BY OTHERS
KSCCZ2 -AK ATTACHMENT
KIT BY KINETICS. NOTE THAT
ANCHORS ARE TO BE PLACED
OPPOSITE CORNER HOLES!
ORIENTATION 1
INSTALLATION
ANGLE
INSTALLATION
ANGLE
ORIENTATION 2
3/4-10 UNC X 2
FLAT SOCKET HEAD
CAP SCREW
BY KINETICS
3/4-10 UNC HEX NUT
BY KINETICS
SECURELY TIGHTEN
AT INSTALLATION
3/4 FLAT WASHER
BY KINETICS
KSCC ATTACHMENT
BRACKET BY KINETICS
KSCCZ 4 BOLT
BASE PLATE
BY KINETICS
KSCC CABLE RESTRAINT
KIT BY KINETICS
NOTE:
FOR CABLE RESTRAINT AND
ATTACHMENT HARDWARE
CAPACITIES SEE DRAWINGS
S-90.404-2C & S-90.404-2D.
21 of 47
ORIENTATION
1
INSTALLATION
ANGLE
OPTIONAL
WELD ATTACHMENT
EQUAL TO (1) SIZE
(0D) UNC BOLT
ORIENTATION
2
INSTALLATION
ANGLE
NOTE:
FOR CABLE RESTRAINT AND ATTACHMENT HARDWARE
CAPACITIES SEE DRAWINGS S-90.404-2A & S-90.404-2B.
Lw
INSTALLATION
ANGLE
KSCC
CABLE RESTRAINT
KIT BY KINETICS
KSCC-AK
ATTACHMENT
KIT BY KINETICS
STRUCTURAL STEEL
BY OTHERS
KSCC CABLE ATTACHMENT
BRACKET BY KINETICS
QUAKELOC END LOOP INSTRUCTION
QuakeLoc MODEL
CABLE
SIZE
A
B
C
D
E
F
----------------------------
in.
in.
in.
in.
in.
in.
in-lb
QuakeLoc 1/8
1/8
0.69
1.00
2.00
0.81
0.63
65
QuakeLoc 3/16
3/16
1.75
1.00
2.75
1.19
0.75
130
QuakeLoc 1/4
1/4
1.88
1.00
2.75
1.19
0.75
200
~B
1. PUSH THE CABLE TAIL END THROUGH QUAKELOC SLOT
AND ALLOW CABLE TO REST IN BOTTOM OF SLOT.
2. PASS THE CABLE THROUGH THE KSUA OR KSCA
ATTACHMENT BRACKET AND THIMBLE.
3. RETURN THE CABLE TO THE QUAKELOC AND PUSH BACK
THROUGH THE UPPER HALF OF THE SLOT.
4. THIGHTEN SETSCREWS TO TORQUE F.
A=45°±15°
INSTALLATION
ANGLE
~A
~D
~C
~C
~E
~D
~E
BOTTOM
OF SLOT
LAST DATE
REVISED
DRAWN BY
DCB
08/26/11
22 of 47
DRAWING NO.
S-90.388-4A
S-90
23 of 47
24 of 47
25 of 47
26 of 47
QUAKEKIT-P CABLE RESTRAINT
1
7
6
3
4
5
2
MK
QTY
DESCRIPTION
MK
QTY
DESCRIPTION
1
2
3
4
2
2
2
2
CABLE WITH SWAGED END LOOP
KSCA CABLE ATTACHMENT BRACKET
WIRE ROPE THIMBLE
0.50 N.C. X 2.50 HEX BOLT
5
6
7
2
2
2
0.50 N.C. HEX NUT
0.50 LOCK WASHER
QUAKELOC
NOTE:
FOR CABLE RESTRAINT CAPACITIES SEE DWGS
S-90.405-2A - D.
CONCRETE
STRUCTURE
BY OTHERS
SEE DRAWING S-90.385-5A
AND S-90.385-5D FOR STEEL
ATTACHMENT DETAIL.
STRUCTURAL ATTACHMENT
IS WITH KSUA CLIP ONLY.
STEEL
STRUCTURE
BY OTHERS
INSTALLATION
ANGLE
SEE S-90.388-4A
FOR END LOOP
INSTRUCTIONS
SEE DRAWING
S-90.385-5B FOR
CONCRETE
ATTACHMENT DETAIL.
STRUCTURAL
ATTACHMENT IS WITH
KSUA CLIP ONLY.
INSTALLATION
ANGLE
3/8" [M10] - 1" [M24]
ROD BY OTHERS
QUAKEKIT-P RESTRAINT CABLE KIT BY KINETICS. EACH
KIT CONTAINS TWO CABLE ASSEMBLIES AND HARDWARE
TO CONNECT KSCA BRACKETS TO PIPE HANGER ROD.
FOR WOODEN STRUCTURES, SEE DRAWING S-90.385-5C
FOR LAG SCREW ATTACHMENT DETAIL.
LAST DATE
REVISED
DRAWN BY
DCB
09/16/11
27 of 47
DRAWING NO.
S-90.405-1A
S-90
QuakeLoc Normal Weight Concrete Seismic Ratings for Orientation 1 & 2
Cable Kit Ratings Anchored to
Normal Weight Concrete
Cracked Concrete Wedge Anchors
(KCCAB)
Cable Kit Ratings Anchored to
Normal Weight Concrete
Standard Wedge Anchors (KCAB)
(635)
III
2,940 (1334)
IV
4,862
(2205)
IV
30
1,212
(550)
III
2,546 (1155)
IV
4,211
(1910)
IV
KSCAZ2 &
KSWCZ2
KSCAZ4 &
KSWCZ4
KSCAZ2 &
KSWCZ2
KSCAZ2 &
KSWCZ2
1/4" Cable
45
990
(449)
II
2,079
(943)
IV
3,438
(1559)
IV
700
(318)
II
1,470
(667)
III
2,431
(1103)
IV
---
(1) 3/8 KCAB (X2)
(1) 3/8 KCAB (X2)
(1) 3/8 KCAB (X2)
0
472
(214)
I
472
(214)
I
472
(214)
I
30
618
(280)
II
618
(280)
II
618
(280)
II
45
392
(178)
I
392
(178)
I
392
(178)
I
60
236
(107)
---
236
(107)
---
236
(107)
---
---
(1) 1/2 KCAB (X3)
(1) 1/2 KCAB (X3)
(1) 1/2 KCAB (X3)
0
715
(324)
II
715
(324)
II
715
(324)
II
30
952
(432)
II
952
(432)
II
952
(432)
II
45
592
(269)
II
592
(269)
II
592
(269)
II
60
354
(160)
I
354
(160)
I
354
(160)
I
---
(1) 3/8 KCCAB (X2)
(1) 3/8 KCCAB (X2)
(1) 3/8 KCCAB (X2)
0
447
447
447
(203)
I
(203)
I
(203)
I
II
30
561
(255)
II
561
(255)
II
561
(255)
45
380
(172)
I
380
(172)
I
380
(172)
I
60
237
(107)
---
237
(107)
---
237
(107)
---
---
(1) 1/2 KCCAB (X3)
(1) 1/2 KCCAB (X3)
(1) 1/2 KCCAB (X3)
0
979
(444)
II
979
(444)
II
979
(444)
II
30
1,212
(550)
III
1,235
(560)
III
1,235
(560)
III
45
830
(376)
II
830
(376)
II
830
(376)
II
60
515
(234)
II
515
(234)
II
515
(234)
II
(2) 3/8 KCABs (Z1)
(2) 3/8 KCABs (Z1)
1,400
(635)
III
2,149
(975)
IV
2,149
(975)
IV
30
1,212
(550)
III
2,167
(983)
IV
2,167
(983)
IV
45
990
(449)
II
1,286
(583)
III
1,286
(583)
III
60
700
(318)
II
711
(322)
II
711
(322)
II
(4) 3/8 KCABs (Z2)
(4) 3/8 KCABs (Z2)
0
1,400
(635)
III
2,940 (1334)
IV
4,297
(1949)
IV
1,212
(550)
III
2,546 (1155)
IV
4,211
(1910)
IV
45
990
(449)
II
2,079
(943)
IV
2,573
(1167)
IV
60
700
(318)
II
1,422
(645)
III
1,422
(645)
III
(2) 1/2 KCABs (Z3)
0
1,400
(635)
III
1,786
(810)
III
3,882
(1761)
IV
1,212
(550)
III
1,980
(898)
III
3,460
(1570)
IV
45
990
(449)
II
2,048
(929)
IV
2,048
(929)
IV
60
700
(318)
II
1,143
(519)
III
1,143
(519)
III
(4) 1/2 KCABs (Z4)
(4) 1/2 KCABs (Z4)
0
1,400
(635)
III
2,940 (1334)
IV
4,862
(2205)
IV
30
1,212
(550)
III
2,546 (1155)
IV
4,211
(1910)
IV
45
990
(449)
II
2,079
(943)
IV
3,438
(1559)
IV
60
700
(318)
II
1,470
(667)
III
2,287
(1037)
IV
(2) 3/8 KCCABs (Z1)
(2) 3/8 KCCABs (Z1)
1,400
(635)
III
1,672
(758)
III
1,672
(758)
III
30
1,212
(550)
III
1,682
(763)
III
1,684
(764)
III
45
990
(449)
II
1,159
(526)
III
1,159
(526)
III
60
695
(315)
II
695
(315)
II
695
(315)
II
---
(4) 3/8 KCCABs (Z2)
(4) 3/8 KCCABs (Z2)
0
1,400
(635)
III
2,940 (1334)
IV
3,345
(1517)
IV
30
1,212
(550)
III
2,546 (1155)
IV
3,362
(1525)
IV
45
990
(449)
II
2,079
(943)
IV
2,318
(1051)
IV
60
700
(318)
II
1,391
(631)
III
1,391
(631)
III
---
(2) 1/2 KCCABs (Z3)
(2) 1/2 KCCABs (Z3)
(2) 1/2 KCCABs (Z3)
0
1,400
(635)
III
2,940 (1334)
IV
3,959
(1796)
IV
30
1,212
(550)
III
2,546 (1155)
IV
4,211
(1910)
IV
45
990
(449)
II
2,079
(943)
IV
2,616
(1187)
IV
60
700
(318)
II
1,470
(667)
III
1,609
(730)
III
---
(4) 1/2 KCCABs (Z4)
0
1,400
(635)
III
(4) 1/2 KCCABs (Z4)
2,940 (1334)
IV
ORIENTATION
2
(2) 3/8 KCCABs (Z1)
0
(4) 3/8 KCCABs (Z2)
INSTALLATION
ANGLE
(2) 1/2 KCABs (Z3)
30
(4) 1/2 KCABs (Z4)
ORIENTATION
1
(4) 3/8 KCABs (Z2)
30
(2) 1/2 KCABs (Z3)
INSTALLATION
ANGLE
(2) 3/8 KCABs (Z1)
0
---
KSCAZ4 &
KSWCZ4
3/16" Cable
60
---
KSCAZ2 &
KSWCZ2
1/8" Cable
Force Class
1,400
Force Class
0
---
KSCAZ4 &
KSWCZ4
QuakeKit (Q4)
Horizontal
Seismic
Rating
(LRFD)
lbs (kg)
---
---
KSCAZ4 &
KSWCZ4
Cable Kit Ratings Anchored to Normal Weight Concrete
Standard Wedge Anchors (KCAB)
QuakeKit (Q3)
Horizontal
Seismic
Rating
(LRFD)
lbs (kg)
---
Cable Kit Ratings Anchored to Normal Weight Concrete
Cracked Concrete Wedge Anchors (KCCAB)
QuakeKit (Q2)
Horizontal
Seismic
Rating
(LRFD)
lbs (kg)
Force Class
Cable Ratings
Cable Angle (°)
QuakeLoc Normal Weight Concrete Orientation 1 & 2
(4) 1/2 KCCABs (Z4)
4,862
(2205)
NOTE: ALL HORIZONTAL SEISMIC RATINGS AND FORCE
CLASS VALUES ARE DISPLAYED AS LRFD.
IV
30
1,212
(550)
III
2,546 (1155)
IV
4,211
(1910)
IV
45
990
(449)
II
2,079
(943)
IV
3,438
(1559)
IV
60
700
(318)
II
1,470
(667)
III
2,431
(1103)
IV
LAST DATE
REVISED
DRAWN BY
DCB
02/06/12
28 of 47
DRAWING NO.
S-90.405-2A
S-90
INS-90.100-0A
QUAKELOC Installation Procedure
Tools Required: Torque Wrench with Hex Bit Socket:
1/8”Hex (1/8”QuakeLoc), 5/32”Hex (3/16”QuakeLoc), 3/16”Hex (1/4”QuakeLoc).
1) Feed the cable through either
end of the QuakeLoc as
shown. The cable should
rest in the bottom of the slot
or cable seat.
CABLE SEAT
2) Place a cable
thimble through the
KSCA or KSUA
attachment bracket.
KSCA
KSUA
QuakeKit-D cable
restraint kits contain
KSUA brackets only.
3) Loop cable through
attachment bracket
and thimble then
feed back through
the QuakeLoc so
that setscrews
compress the cable
dead end. Bring
QuakeLoc snug
against thimble.
DEAD END
OR TAIL
INS-90.100-0A
1 of 2
(05/14/2012)
29 of 47
4) Remove slack from
the cable. If
isolated, the cables
should be left slightly
loose to prevent
transfer of vibrations
into the structure.
(Slightly loose can
be defined as having
approx. 1/8”to 1/4”
of visible sag in the
cable. 1/8”for cable
lengths under 2 ft
and ¼”for longer
cables.
SETSCREWS
5) Tighten all setscrews finger tight to hold cable in place.
6) Fully seat the setscrews by using a tool to torque the setscrews to the appropriate
torque for the size of cable. Start with the setscrew closest to the loop, and work out
to the “tail”end of the cable.
S
S Size (in)
1/8"
3/16"
1/4"
T Torque (in-lb)
65
130
200
7) Installation is now complete.
INS-90.100-0A
2 of 2
(05/14/2012)
30 of 47
GENERAL ANCHORAGE INSTALLATION DATA (ALL ANCHOR TYPES)
All anchors are to be installed in clean holes of the proper diameter and depth. Care should be
taken when installing anchors to ensure that the exposed end of the stud is not damaged during
the installation process. It is Kinetics Noise Control’s practice to provide an anchor matched to
the hole size for Seismic Isolators and Restraints.
For direct mounting of equipment or for
attachment of oversized base plates, it may be that more than one anchor size is identified in the
certification document for a single piece of equipment. Kinetics will provide all anchors for that
piece of equipment sized to the maximum indicated diameter. In some cases the hole diameters
may exceed the anchor diameter by more than 1/8” (3mm). In these cases it is necessary to take
additional steps to ensure that the bolt is a tight (less than 1/8” (3mm) diametral clearance in the
hole. That can be accomplished by one of the 3 options identified below:
Minimum
Edge
Distance
Typical
Minimum
Embedment
Depth
Option 1
Option 2
Option 3
Figure ANC-1-1; Options for Dealing with Over Sized Mounting Holes
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Option 1: Fill any excess void between the hole and the OD of the anchor with an epoxy or other
rigid grouting material. An oversized washer should then also be fitted beneath the standard
washer that comes with the anchor to “trap” the material in the void.
Option 2: Fill the void with a neoprene Hat Shaped Grommet (such as Kinetic’s Model TG Bolt
Isolation Grommet) of the appropriate size to eliminate excess clearance. A covering washer
equal in diameter to the grommet should also be fitted.
Option 3: Make or otherwise obtain a special washer fitted to the anchor and thick enough to be
welded to the equipment foot. It should be welded using the weld callout information on the
certification document for that particular piece of equipment.
To achieve the full certified seismic or wind ratings for the installed equipment, pipe, duct, conduit,
bus ducts, or cable trays, the minimum installation data for Models KCAB, KCCAB, KUAB,
KAABC, and KAABS seismic concrete anchors must be maintained per Tables ANC-1, ANC-2,
ANC-3, ANC-5, and ANC-6.
Rated capacities are based on 3,000 psi (20,684 kPa) normal
weight concrete per ESR reports 1385, 1546, 1917, and 2322.
Table ANC-1-1; Minimum Installation Data for Model KCAB Wedge Type Seismic Anchors
ANCHOR
SIZE
IN (MM)
PILOT
HOLE
SIZE
IN (MM)
MINIMUM
EMBEDMENT
IN (MM)
MINIMUM
EDGE
DISTANCE
IN (MM)
MINIMUM
SPACING
IN (MM)
TORQUE
FT-LBS (NM)
1/4 (6.4)
1/4 (6.4)
2 (51)
3-3/8 (86)
4 (102)
8 (11)
3/8 (9.5)
3/8 (9.5)
3 (76)
4-7/8 (124)
6 (152)
25 (34)
1/2 (12.7)
1/2 (12.7)
4 (102)
6-3/4 (171)
7 (178)
55 (75)
5/8 (15.9)
5/8 (15.9)
5 (127)
8-1/4 (210)
8 (203)
90 (122)
3/4 (19)
3/4 (19)
6 (152)
9-3/4 (248)
10-1/4 (260)
175 (237)
7/8 (22.2)
7/8 (22.2)
7 (178)
9-1/8 (232)
12-5/16 (313)
250 (339)
1 (25.4)
1 (25.4)
8 (203)
13-1/2 (343)
14-5/8 (371)
300 (407)
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Table ANC-1-2; Minimum Cover Requirements for Model KCAB Anchors per ACI 318-02
MINIMUM
COVER
IN (MM)
CONCRETE EXPOSURE CONDITION
CAST-IN-PLACE & NONPRESTRESSED
3 (76)
1-1/2 (38)
3/4 (19)
1-1/2 (38)
3/4 (19)
Cast-in-place and permanently exposed to the ground.
Exposed to the ground or weather.
Slabs, walls, or joists not exposed to the weather or ground.
Beams or Columns not exposed to the weather or ground.
Shells or folded plate members not exposed to the weather or ground.
Table ANC-1-3; Minimum Installation Data for Model KCCAB Cracked Concrete Wedge Type
Seismic Anchors
ANCHOR
SIZE
IN (MM)
PILOT
HOLE
SIZE
IN (MM)
PILOT
HOLE
DEPTH
IN (MM)
MINIMUM
EMBEDMENT
IN (MM)
MINIMUM
EDGE
DISTANCE
IN (MM)
MINIMUM
SPACING
IN (MM)
MINIMUM
CONCRETE
THICKNESS
IN (MM)
TORQUE
FT-LBS (NM)
3/8 (9.5)
3/8 (9.5)
2-5/8 (67)
2 (51)
4-3/8 (111)
6 (152)
4 (102)
25 (34)
1/2 (12.7)
1/2 (12.7)
4 (102)
3-1/4 (83)
7-1/2 (191)
9-3/4 (248)
6 (152)
40 (54)
5/8 (15.9)
5/8 (15.9)
4-3/4 (121)
4 (102)
8-3/4 (222)
12 (305)
6 (152)
60 (81)
3/4 (19)
3/4 (19)
5-3/4 (146)
4-3/4 (121)
9 (229)
14-1/4 (362)
8 (203)
110 (149)
Table ANC-1-4; Model KCAB & KCCAB Anchor Length by Length Code Head Stamp
(Anchor Size Independent)
LENGTH
CODE
STAMP
ANCHOR LENGTH
IN (MM)
LENGTH
CODE
STAMP
ANCHOR LENGTH
IN (MM)
A
B
C
D
E
F
G
H
I
J
K
L
1.5 (38) up to 2.0 (51)
2.0 (51) up to 2.5 (64)
2.5 (64) up to 3.0 (76)
3.0 (76) up to 3.5 (89)
3.5 (89) up to 4.0 (102)
4.0 (102) up to 4.5 (114)
4.5 (114) up to 5.0 (127)
5.0 (127) up to 5.5 (140)
5.5 (140) up to 6.0 (152)
6.0 (152) up to 6.5 (165)
6.5 (165) up to 7.0 (178)
7.0 (178) up to 7.5 (191)
M
N
O
P
Q
R
S
T
U
V
W
----------
7.5 (191) up to 8.0 (203)
8.0 (203) up to 8.5 (216)
8.5 (216) up to 9.0 (229)
9.0 (229) up to 9.5 (241)
9.5 (241) up to 10.0 (254)
10.0 (254) up to 11.0 (279)
11.0 (279) up to 12.0 (305)
12.0 (305) up to 13.0 (330)
13.0 (330) up to 14.0 (356)
14.0 (356) up to 15.0 (381)
15.0 (381) up to 16.0 (406)
---------------
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Table ANC-1-5; Minimum Installation Data for Model KUAB Type P Undercut Seismic Anchors
ANCHOR
SIZE
PILOT
HOLE
SIZE
MM
(IN)
PILOT
HOLE
DEPTH
MM
(IN)
MINIMUM
EMBEDMENT
MM
(IN)
MINIMUM
EDGE
DISTANCE
MM
(IN)
MINIMUM
SPACING
MM
(IN)
MINIMUM
CONCRETE
THICKNESS
MM
(IN)
TORQUE
N-M
(FT-LBS)
LENGTH
CODE
HEAD
STAMP
01
20
(0.79)
107
(4.21)
100
(3.94)
80
(3.15)
100
(3.94)
170
(6.69)
50
(37)
I
02
22
(0.87)
134.5
(5.30)
125
(4.92)
100
(3.94)
125
(4.92)
190
(7.48)
80
(59)
L
03
30
(1.18)
203
(7.99)
190
(7.48)
150
(5.91)
190
(7.48)
270
(10.63)
120
(89)
R
04
37
(1.46)
266
(10.47)
250
(9.84)
200
(7.87)
250
(9.84)
350
(13.78)
300
(221)
V
Table ANC-1-6; Minimum Installation Data for Model KAABC and KAABS Cracked Concrete
Adhesive Type Seismic Anchors
ANCHOR
SIZE
IN (MM)
PILOT
HOLE
SIZE
IN (MM)
MINIMUM
EMBEDMENT
IN (MM)
MINIMUM
EDGE
DISTANCE
IN (MM)
MINIMUM
SPACING
IN (MM)
MINIMUM
CONCRETE
THICKNESS
IN (MM)
TORQUE
FT-LBS (NM)
3/8 (9.5)
7/16 (11.1)
3 (76.2)
7-1/2 (190.5)
8 (203.2)
4-1/4 (107)
15 (20)
1/2 (12.7)
9/16 (14.3)
4 (101.6)
10 (254)
11 (279.4)
5-1/4 (133.4)
30 (41)
5/8 (15.9)
3/4 (19)
5 (127)
12-1/2 (317.5)
13 (330.2)
6-1/4 (158.8)
60 (81)
3/4 (19)
7/8 (22.2)
6 (152.4)
15 (381)
15 (381)
7-1/4 (184.2)
100 (136)
7/8 (22.2)
1 (25.4)
7 (177.8)
17-1/2 (444.5)
17 (431.8)
8-1/4 (209.6)
125 (169)
1 (25.4)
1-1/8 (28.8)
8 (203.2)
20 (508)
19 (482.6)
10 (254)
150 (203)
1-1/4 (31.8)
1-3/8 (34.9)
10 (254)
25 (635)
23 (584.2)
12-1/2 (317.5)
200 (271)
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KINETICS™ Pipe & Duct Submittal Documents
ENGINEERING CALCULATION SUPPORT INFORMATION AND ADDITIONAL
DESIGN DATA FOR PIPE & DUCT
For the answer to any additional questions that may be raised by calculations or analysis provided
by Kinetics Noise Control or for additional clarification, refer to the Kinetics Pipe & Duct Seismic
Application Manual Parts I and II which may be found online at www.kineticsnoise.com. Part I is
primarily for use by engineers and designers, and deals with the selection of seismic restraints for
pipe and duct. Part II is intended to be used by contractors and building code officials, and deals
with the installation of seismic restraints for pipe and duct.
All certifications provided by Kinetics Noise Control assume that the installation is in accordance
with this document unless specifically indicated in the individual certification document that this is
not the case. A brief summary of all of the material available in the manual is given below.
Part I : Selection of Seismic Restraints for Pipe and Duct
S1.0 – Seismic Restraint Basics for Pipe and Duct
This section provides the basic terms, definitions, and rules for applying seismic restraints to pipe
and duct, and should be read first by the reviewing engineers.
S2.0 – Basic Required Project Information
In this section the basic code information required for selecting seismic restraints for the project is
described.
S3.0 – Pipe and Duct Component Importance Factor
This section defines the requirements for defining the Component Importance Factor for pipe and
duct systems.
S4.0 – Code Based Exemptions for Pipe and Duct
This section describes the exemptions that may be applied to pipe and duct per the IBC.
S5.0 – Code Based Seismic Design Forces
In this section the seismic design forces used to select the seismic restraints for pipe and duct are
defined.
S6.0 – Anchorage of Seismic Restraints
CALCULATION SUPPORT INFORMATION & DESIGN DATA
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This section deals with the code based requirements for anchoring the seismic restraints to the
building structure.
S7.0 – Selection & Location of Seismic Restraints
This section details how Kinetics Noise Control selects and locates the seismic restraints for pipe
and duct. It also defines the symbols used on the pipe and duct seismic restraint drawings
prepared by the Kinetics Noise Control Engineering Department.
S8.0 – Hanger Rod Reaction Forces & Stiffener Requirements
This section outlines how to establish the need for hanger rod stiffeners to resist buckling due to
potential seismic uplift forces.
S9.0 – Extreme Temperature Piping Applications
This section outlines how to handle the seismic restraint of hot and chilled water lines.
S10.0 – Seismic Restraint for Waste, Drain and, Vent Lines
This section outlines how to handle the special seismic restraint issues of waste, drain, and vent
lines.
S11.0 – Seismic Restraint Spacing for Pipe and Duct
In this section the seismic restraint spacing requirements per SMACNA are discussed, and
modifications proposed where required by the buckling strength of the pipe or duct.
S12.0 – The 12 Rule Explained
This section discusses the “12 Rule”for pipe and duct, and explains why it is not usually a good
idea to count on applying it in practice.
S13.0 – Fire Protection Piping Systems
This section is a review of the seismic restraint requirements in NFPA 13.
Part II : Installation of Seismic Restraints for Pipe and Duct
I1.0 – Quick Start – Read Me First
This section provides the installing contractors the information they need to begin the installing the
seismic restraints specified by Kinetics Noise Control.
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I2.0 – Proper Prior Planning Prevents Poor Performance
This is for installing contractors and MEP coordinators to help them to begin making plans for
proper installation of seismic restraints.
I3.0 – Cable Restraint Schematics for Piping
This section provides many basic schematics showing how cable restraints are used for piping
systems.
I4.0 – Cable Restraint Schematics for Duct
This section provides many basic schematics showing how cable restraints are used for duct
systems.
I5.0 – Structural Attachments for Pipe and Duct Restraints
This section shows several the proper ways to attach the cable restraints provided by Kinetics
Noise Control to the building structure.
I6.0 – Pipe, Duct, Clevis, and Trapeze Bar Attachments
This section shows several the proper ways to attach the cable restraints provided by Kinetics
Noise Control to the pipe, duct and their supports.
I7.0 – Struts & Stuff
Many times, the use of cable restraints may not be practical. This section tells the installing
contractor how to use the restraint symbols specified by Kinetics Noise Control to select and size
strut type restraints using the attachment brackets and mounting hardware available from Kinetics
Noise Control.
I8.0 - Hanger Rod Stiffeners – When and How
This section helps the installing contractor decide when hanger rod stiffeners may be required so
they can contact the engineer of record for the system for assistance in selecting and specifying
the rod stiffeners.
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PIPE & DUCT RESTRAINT COMPONENTS – IMPORTANT COMMENTS & USER
RESPONSIBILITIES
Where Kinetics Noise Control is asked to recommend placement of restraints for piping and
ductwork based on customer provided drawings or layouts, the following conditions apply.
Relative to piping and duct calculations, unless otherwise noted, all hardware components have
been selected for a worst case condition based on the drawing layouts reviewed. Refer to the
drawings themselves. In some cases, there may be 2 or more different sized components
specified. If so, notations will be included so the user can tell what hardware goes at each
location.
If not specified, Kinetics Noise Control will provide anchorage hardware suitable for attachment to
either concrete or through bolting to steel. Hardware for the connection to the equipment is by
others.
Unless otherwise noted, KSCU kits, designated K2 through K5, will be used to the extent possible.
These include quick Kinetics provided connectors, one swaged end, a KSCA or KSCU clip on one
end and a KSUA clip on the other. These are installed with the KSUA clip against the structure
and either the KSCA or KSUA clip against the equipment. It is felt that this offers the user the
fastest installation time and the most flexibility in the field of those kits offered by Kinetics Noise
Control. The default length provided is 15 ft (although 10 foot is available at a slight savings if
specified prior to the order release).
Also provided are tabulations and instructions for both Piping and Ductwork using the Kinetics
Horizontal Force Class design principles. These are the governing documents certified by Kinetics
and override any information that may not be specified, may be unclear or may not even show up
on the marked drawings provided by Kinetics Noise Control.
As piping and duct system drawings frequently vary from the finished installation in the field and
because the location and access to structural attachment points is normally unknown, these markups are to be considered recommendations and should be used as a reference only.
Unless notified prior to the commencement of the design, Kinetics layouts are intended to comply
with the IBC and SMACNA relative to maximum size limits for un-braced piping and ductwork.
While SMACNA has been recognized by all national codes, it may not be applicable in some local
jurisdictions. If SMACNA is permitted by the local jurisdiction, no special treatment is needed for
independently supported piping or ducts not shown as restrained on the mark ups.
If several parallel runs of piping or ductwork are mounted on a common trapeze, the total weight
of that piping or ductwork must be compared to the total weight exemption limit for an
independently suspended component to determine if the restraints can be exempted. (For
instance, if a pipe 2”in diameter can be exempted and the total weight per foot of a 2”pipe is not
PIPE & DUCT RESTRAINT COMPONENTS–COMMENTS & RESPONSIBILITIES
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exceeded by the weight per foot of several smaller pipes trapeze supported together, they also do
not need restraint. If the weight is exceeded, restraint is required.) Kinetics will use its best
judgment in looking at drawings to determine whether or not piping or ducts are trapeze
supported. If these are assumed to be trapeze supported, the marked drawings will indicate with
a connecting trapeze symbol that this assumption has been made. If other conditions exist, it is up
to others to verify this and select the appropriate restraints using Horizontal Force Class
parameters and instructions, or notify Kinetics Noise Control to make the alternate selection(s) for
them.
In some cases, piping and ductwork shown on the drawings as restrained can be exempted, refer
to the Refer to the Kinetics Pipe & Duct Seismic Application Manual Part I Section S4.0 for code
based exemptions for pipe and duct. Also, refer to the Kinetics Pipe & Duct Seismic Application
Manual Part I Section S12.0 or other attached documentation on the possible applicability 12 rule
and non-moment generating connections. Whether or not this rule is appropriate for particular
runs of piping and/or ductwork shown on the layout drawing is unknown to Kinetics and as a
default they will be shown as restrained on provided marked drawings.
Refer to the Kinetics Pipe & Duct Seismic Application Manual Part II Sections I3.0, I4.0, I5.0, and
I6.0 for more information on methods of arranging restraints, attaching components, making
structural connections and other pertinent details. This manual is intended to address many of the
most common situations, but should not be considered all inclusive and similar arrangements that
meet the intent of these various arrangements and connections are equally viable.
All longitudinal (L) restraints must connect via a “hard” contact with the piping or ductwork. In
general, this means that a heavy duty riser clamp tightened down directly against the pipe or a
rigid covering is required in the case of piping. It is not acceptable to attach axial restraints to
piping via standard clevis hangers.
For ductwork, the restraint connection to the duct must include a screwed connection between any
interfacing hardware and the duct itself. It is not acceptable to make restraint connections to ducts
at interfacing flanges without prior written consent from the duct flange manufacturer that they are
suitable for this type of connection. See Kinetics Pipe & Duct Seismic Application Manual
Appendices A3.4 Sheet Metal Screws Required for Duct Restraint, A3.5 Fillet Weld Size & Length
for Duct Restraint and A3.6 ASTM A307 & A325 Bolts Required for Duct Restraint for assistance
in attaching the duct to trapeze bars and other supports.
Where longitudinal (L) restraints are connected to the tie bolt extending through the sides of clevis
hanger brackets, a rigid spacer such as the Kinetics KCHB is required. As this is an optional
attachment method, these components are not provided as part of the basic package and must be
obtained separately if needed.
Where hanger rods exceed the buckling limit in length, a rod stiffener angle (by others) clamped to
the hanger rod using Kinetics KHRC-B or KHRC-C clamps are required. The provided tabulation
documents, or web based design tool, allow the user to determine the need for such a component.
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This also is an optional component and must be fitted (if required) on an as needed basis. As the
length and usually the diameter of the hanger rods is unknown to Kinetics, it is the responsibility of
others to determine the need for these components based on the provided instructions and
tabulations. If fitted, only those hanger rods that are physically restrained with cables or struts
require stiffeners.
The size of hanger rods and the anchorage of those rods to the structure must equal or exceed
the values identified in the provided documentation (these components are provided by others).
Struts and floor-mounted racks are also by others. Seismic capacities must be adequate per the
Force Class Tables. The strut design information in the Kinetics Pipe & Duct Seismic Application
Manual Part I Section S7.0 and Part II Section I7.0 can be used to size the struts or diagonal
bracing in the racks. Spacing must not exceed the allowable loads for cable restrained hanging
piping and ductwork. Hardware and anchors for these components are assumed to be by Kinetics.
Components used to make the final connection to the piping or ductwork, strut material and frame
members are assumed to be by others.
If connecting to structural steel using beam clamps, a clamp designed to withstand adequate
horizontal loading to meet the application requirements is needed. In addition, a tie strap is
required to prevent the clamp from coming off the beam and all loads must be directed in such a
way as to preclude slipping of the clamp on the beam (even if it was left loose). Kinetics Noise
Control models KSBC-1 or KSBC-2 are suitable for this task, but as it is again optional, the need
for this component is unknown by Kinetics Noise Control and as such, it must be ordered
separately if desired.
Additional Support information can be found in the Kinetics Pipe & Duct Seismic Application
Manual.
The above manual sections are available on line (at www.kineticsnoise.com) or through your
Kinetics Noise Control Representative.
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GENERAL PIPE & DUCT CRITERIA ASSUMED BY KINETICS NOISE CONTROL
WHEN SPECIFYING SEISMIC RESTRAINT
There is a lot of confusion with regard to when piping or ductwork must be restrained and when it
need not be. This varies from code to code, and in many cases, the guidance offered is not very
clear. This is particularly true for specialty piping systems like medical gas or natural gas.
In an effort to resolve this issue, to maintain consistency, and to ensure that those requesting a
review of their system understand the criteria that we at Kinetics Noise Control will strive to utilize,
this document is being generated. It should be noted that those items listed here should be
considered to be the minimum requirements as we understand the code provisions and would be
applicable when there is nothing in the project specification to indicate a more severe requirement.
The basic design criteria and potential exemptions are drawn from two primary documents, the
appropriate building code and SMACNA. For our purposes, Fire Piping is not being addressed.
For detailed component selection, Kinetics Noise Control’
s Horizontal Force Class design tables
(consistent with SMACNA) are also used.
Many of the codes (and SMACNA) indicate that if there is local or specialty code criteria that is
more severe than that which is published in the national codes, any listed provisions in the local or
specialty code should be met as well. As we are not in a position to know about local or specialty
codes in all jurisdictions, any special criteria such as this must be identified to us prior to our being
asked to review a project and offer design recommendations.
General Design Assumptions (The below listed items are parameters that are not normally
identified on drawings or documentation provided to Kinetics Noise Control, but are required to
perform an analysis, select components and document recommended restraint locations. Should
these not be consistent with the system under review, Kinetics Noise Control must be notified to
ensure the appropriateness of the design.)
1) All Piping or ductwork is assumed to meet the criteria for High or Limited deformability. (It is
Ductile and has ductile and/or flexible connections that offer significant yielding prior to
failure.)
2) Unless otherwise instructed, Kinetics Noise Control will assume that adjacent parallel runs of
pipe are trapeze supported together, and seismic restraints will be sized to accommodate the
combined weight of all of the pipes that are being trapeze supported together.
3) It is assumed that single pipes and ducts that fall below the minimum size requiring restraint,
that it is the desire of the contractor to leave them unrestrained. They must however be
routed such that their movement (resulting from a seismic event) or the movement of other
neighboring components, does not produce impacts that could damage either system. In
addition, they must be connected with flexes to components that may move differently from
them. It will be assumed that the above qualifications are met and these small pipes will not
be indicated as requiring restraint unless Kinetics Noise Control is notified otherwise.
CRITERIA ASSUMED WHEN SPECIFYING SEISMIC RESTRAINT
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4) Pipes that meet the minimum size requirement for exemption, but which are trapeze
supported with other pipes, may not qualify for the exemption since the trapeze supported
pipes are restrained based on the combined weight of all of the pipes on the trapeze. It is the
contractor’
s responsibility to inform Kinetics Noise Control which pipes are to be trapeze
supported together as assumption 2) will “trump”assumption 3).
5) The 12 Rule allowed by IBC and SMACNA will not be employed by Kinetics Noise Control
when marking pipe and duct drawings for seismic restraint selections and locations. All runs
over the minimum size limit will be restrained accordingly. The application of the 12 Rule is
discussed in the Kinetics Pipe & Duct Seismic Application Manual Section S12.0. It is up to
the MEP coordinator, the engineer of record for the system, and the installing contractor if the
12 Rule may be employed for a run of pipe or duct. If the application of the 12 Rule is
approved, the restraints shown on the drawings by Kinetics Noise Control may be eliminated
by the engineer of record for the system.
Small Pipe Run Restraint Assumptions & Exemptions
Piping runs that meet the following assumptions and qualifications will be treated as being free
from the need for seismic restraint, and will not be marked on the drawings provided by Kinetics
Noise Control.
1) Exemptions based on pipe size will apply only to single clevis supported pipes. The
exemptions for single clevis supported pipe are listed in the Kinetics Pipe & Duct Application
Manual Sections S4.2 and S4.3.
2) Trapeze supported pipe will be restrained based on the total weight of the pipe being
supported by the trapeze bar. If all of the pipes fall in the size specified for exemption, the
exemption will be based on the total weight of the pipes being supported by the trapeze bar,
see Kinetics Pipe & Duct Application Manual Section S4.4.
3) Medical Gas, Natural Gas, Fuel and other essential or hazardous material piping will be
considered to have an importance factor of 1.5 and will be treated in that fashion as dictated
by the IBC and SMACNA. If other codes, reference documents, and /or specifications
4) All exempted piping runs are assumed to have adequate sway clearance with adjacent
systems, equipment, and building structures.
5) All exempted piping runs are assumed to be connected with flexes to interfacing
components.
Small Duct Exemptions
2006 IBC allows size based exemptions only for ducts that have been assigned a Component
Importance Facto IP=1.0. In this case ducts that have a cross-sectional area less than 6 ft2 will be
exempt from the need for seismic restraint. There are no listed exemptions for duct that has been
assigned a Component Importance Factor IP=1.5. Instead, the user is instructed to refer to a
standard that is acceptable to the “authority having jurisdiction” for the project. SMACNA is
generally considered to be such a standard and is assumed to qualify as being acceptable to the
“authority having jurisdiction” by Kinetics Noise Control unless informed to the contrary. Since
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SMACNA does recognize the 6 ft2 exemption for duct systems that have been assigned a
Component Importance Factor IP=1.5 as well as duct systems assigned Component Importance
Factor IP=1.0, drawings prepared by Kinetics Noise Control will be marked accordingly.
It should be noted that, unless otherwise directed, Kinetics Noise Control will assume that all
HVAC ducts are part of the building smoke control plan and will assign a Component Importance
Factor IP=1.5 to them. Thus, all HVAC ducts that do not qualify for the 6 ft2 exemption, as
described in the preceding paragraph, will be marked on the drawings prepared by Kinetics Noise
Control as being restrained.
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HANGER ROD STIFFENERS
The following tables are provided as a basic tool to be used to visually determine the need for rod
stiffeners. If rod stiffeners are required, the matter should be referred to the engineer of record for
the system to have the proper calculations done using the on-line web tools provided by Kinetics
Noise Control.
1. Seismic Design Categories A & B require no seismic restraints for pipe and duct.
2. Seismic Design Categories C & D use Tables PDS-8-1 through PDS-8-12. In these tables,
N.S.R. means that no rod stiffener is required for the specified hanger rod size and restraint
spacing. For all other cases the maximum unstiffened, or critical, hanger rod length is given
for single hanger rod supported pipe & duct, and for trapeze bar supported pipe and duct.
3. For seismic restraint installation angles greater than 45° as measured for the horizontal, and
or hanger spacings less than 10 , assume that rod stiffeners will be required.
4. Seismic Design Categories E & F rod stiffeners will be required for almost all cases, consult
with the engineer of record.
Table PDS-8-1; Maximum Unstiffened Hanger Rod
Length for Pipe & Duct, Seismic Design Category C,
Hanger Spacing is 10 , Restraint Spacing is 10 , and
Restraint Installation Angle is 45°
Length for Pipe & Duct – Seismic Design Category
C, Hanger Spacing is 10 , Restraint Spacing is 20 ,
and Restraint Installation Angle is 45°
N.S.R. = No Stiffener Required
Hanger
Rod
Size
(in)
Distributed
Weight
per
Hanger
Rod
(lb/ft)
3/8
5
Critical
Hanger
Rod
Length
for
Single
Hanger
Support
(in)
N.S.R.
Critical
Hanger
Rod
Length
for
Trapeze
Bar
Support
(in)
N.S.R.
3/8
5
Critical
Hanger
Rod
Length
for
Single
Hanger
Support
(in)
N.S.R.
13
N.S.R.
39
23
N.S.R.
47
Hanger
Rod
Size
(in)
Distributed
Weight
per
Hanger
Rod
(lb/ft)
Critical
Hanger
Rod
Length
for
Trapeze
Bar
Support
(in)
34
1/2
13
N.S.R.
N.S.R.
1/2
5/8
23
N.S.R.
N.S.R.
5/8
3/4
50
N.S.R.
N.S.R.
3/4
50
N.S.R.
48
7/8
99
N.S.R.
48
7/8
1
1 1/4
99
N.S.R.
N.S.R.
172
N.S.R.
N.S.R.
1
172
N.S.R.
47
N.S.R.
1 1/4
410
N.S.R.
49
410
N.S.R.
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Hanger
Rod
Size
(in)
Distributed
Weight
per
Hanger
Rod
(lb/ft)
3/8
5
Critical
Hanger
Rod
Length
for
Single
Hanger
Support
(in)
N.S.R.
Critical
Hanger
Rod
Length
for
Trapeze
Bar
Support
(in)
19
Hanger
Rod
Size
(in)
Distributed
Weight
per
Hanger
Rod
(lb/ft)
3/8
5
Critical
Hanger
Rod
Length
for
Single
Hanger
Support
(in)
34
Critical
Hanger
Rod
Length
for
Trapeze
Bar
Support
(in)
15
1/2
13
N.S.R.
22
1/2
13
39
17
5/8
23
N.S.R.
27
5/8
23
47
21
3/4
50
N.S.R.
27
3/4
50
48
21
99
N.S.R.
27
99
48
21
1
7/8
172
N.S.R.
27
1
7/8
172
47
21
1 1/4
410
N.S.R.
28
1 1/4
410
49
22
Hanger
Rod
Size
(in)
Distributed
Weight
per
Hanger
Rod
(lb/ft)
3/8
5
Critical
Hanger
Rod
Length
for
Single
Hanger
Support
(in)
19
Critical
Hanger
Rod
Length
for
Trapeze
Bar
Support
(in)
11
Hanger
Rod
Size
(in)
Distributed
Weight
per
Hanger
Rod
(lb/ft)
3/8
5
Critical
Hanger
Rod
Length
for
Single
Hanger
Support
(in)
15
Critical
Hanger
Rod
Length
for
Trapeze
Bar
Support
(in)
9
1/2
13
22
12
1/2
13
17
10
5/8
23
27
15
5/8
23
21
13
3/4
50
27
15
3/4
50
21
13
7/8
99
27
15
7/8
99
21
13
1
172
27
15
1
172
21
13
1 1/4
410
28
16
1 1/4
410
22
13
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D, Hanger Spacing is 10 , Restraint Spacing is 10 ,
Hanger
Rod
Size
(in)
Distributed
Weight
per
Hanger
Rod
(lb/ft)
3/8
5
Critical
Hanger
Rod
Length
for
Single
Hanger
Support
(in)
N.S.R.
Critical
Hanger
Rod
Length
for
Trapeze
Bar
Support
(in)
N.S.R.
Hanger
Rod
Size
(in)
Distributed
Weight
per
Hanger
Rod
(lb/ft)
3/8
5
Critical
Hanger
Rod
Length
for
Single
Hanger
Support
(in)
N.S.R.
Critical
Hanger
Rod
Length
for
Trapeze
Bar
Support
(in)
19
1/2
13
N.S.R.
N.S.R.
1/2
13
N.S.R.
22
5/8
23
N.S.R.
N.S.R.
5/8
23
N.S.R.
27
3/4
50
N.S.R.
N.S.R.
3/4
50
N.S.R.
27
99
N.S.R.
N.S.R.
99
N.S.R.
27
1
7/8
172
N.S.R.
N.S.R.
1
7/8
172
N.S.R.
27
1 1/4
410
N.S.R.
N.S.R.
1 1/4
410
N.S.R.
28
Table PDS-8-10; Max. Unstiffened Hanger Rod
Hanger
Rod
Size
(in)
Distributed
Weight
per
Hanger
Rod
(lb/ft)
3/8
5
Critical
Hanger
Rod
Length
for
Single
Hanger
Support
(in)
27
Critical
Hanger
Rod
Length
for
Trapeze
Bar
Support
(in)
13
Hanger
Rod
Size
(in)
Distributed
Weight
per
Hanger
Rod
(lb/ft)
3/8
5
Critical
Hanger
Rod
Length
for
Single
Hanger
Support
(in)
19
Critical
Hanger
Rod
Length
for
Trapeze
Bar
Support
(in)
11
1/2
13
31
15
1/2
13
22
12
5/8
23
38
19
5/8
23
27
15
3/4
50
38
19
3/4
50
27
15
7/8
99
38
19
7/8
99
27
15
1
172
38
19
1
172
27
15
1 1/4
410
39
19
1 1/4
410
28
16
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Hanger
Rod
Size
(in)
Distributed
Weight
per
Hanger
Rod
(lb/ft)
3/8
5
Critical
Hanger
Rod
Length
for
Single
Hanger
Support
(in)
13
Critical
Hanger
Rod
Length
for
Trapeze
Bar
Support
(in)
8
Hanger
Rod
Size
(in)
Distributed
Weight
per
Hanger
Rod
(lb/ft)
3/8
5
Critical
Hanger
Rod
Length
for
Single
Hanger
Support
(in)
11
Critical
Hanger
Rod
Length
for
Trapeze
Bar
Support
(in)
7
1/2
13
15
9
1/2
13
12
8
5/8
23
19
12
5/8
23
15
10
3/4
50
19
12
3/4
50
15
10
99
19
12
99
15
10
1
7/8
172
19
12
1
7/8
172
15
10
1 1/4
410
19
12
1 1/4
410
16
10
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Vibration and Seismic Controls - Plumbing (MCN)

Transcription

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