Electrical and Low Voltage Contractors

Transcription

Electrical and Low Voltage Contractors
• Quick and Easy to Install and Adjust
• Engineered as a Complete Assembly
• Submittal Documents Stamped by a Structural Engineer
To order online visit us at
www.ceasattachments.com
Table of Contents
DESCRIPTION
REFERENCE
Wedgy Introduction
• Wedgy 1 and wedgy 2 Devices
• Wedgy SW2 and SWP2 Devices
• Wedgy Fastball Device
Wedgy Product Index
• 700 Series Electrical Wedgy Cable Supports
Wedgy Attachment Index
• Concrete Attachments
• Steel/Metal Attachments
• Wood Attachments • Cast-in-Place Attachments
Pg. 2
Pg. 3 Pg. 3
Pg. 4-5
Pg. 6-7
Pg. 8
Pg. 9
Pg. 10
STEEL
METAL
Wedgy Introduction
Wedgy 1 & Wedgy 2 Devices
WEDGY 1
WEDGY 2
Install cable in the direcion of
the arrow on the release tab.
WE
DG
Y
To create the loop install the cable through
the open hole on the opposing side.
WE
DG
Y
W
ED
GY
W
ED
GY
2
To release the cable, push the Release Tabs
forward in the direcion of the arrow.
Device Capacities
1/16” Cable
77#
3/32” Cable
158#
1/8” Cable
314#
Based on a 5:1 SWL
Wedgy Introduction
SW2 & SWP2 Devices
1) Insert cable through plunger to desired length
2) To release, push plunger down and pull cable
3) Once the utility is adjusted to the desired
elevation the plunger can be removed.
Device Capacities
into 16g Channel
3/32” Cable
112#
1/8” Cable
Device Capacities
into 12g Channel
3/32” Cable
125#
1/8” Cable
231#
Based on a 5:1 SWL and a reduction taken
for the potential of eccentric loading
SW2
NOTE: The SW2 is only sold pressed
into channel or strut
1) Insert SWP2 through channel
2) Insert cable through plunger to desired length
3) To release, push plunger down and pull cable
4) Once the utility is adjusted to the desired
elevation the plunger can be removed.
SWP2
Device Capacities
into 12g Slotted Strut
3/32” Cable
126#
1/8” Cable
223#
Based on a 5:1 SWL
and a reduction taken
for the potential of
eccentric loading
Fastball Device
Fastball Installation Instructions
Once you have inserted cable into fastball twist wing
bolt until it touches cable then turn an additional:
• 1 TURN FOR 1/16” CABLE
• 1-1/4 TURNS FOR 3/32 CABLE
• 1-1/2 TURNS FOR 1/8 CABLE
Sway Bracing Light Fixture
With 2 Fastballs
Fastball Allowables
1/16” Cable
3/32” Cable
1/8” Cable
22 lbs
78 lbs
130 lbs
CONSTRUCTION ENGINEERED ATTACHMENT SOLUTIONS
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3
Product Index
Fig. 700 Wedgy Electrical Single Hung Supports
Fig 700
Wedgy Single Hung Pipe
and Conduit Support
Fig. 724-737 Wedgy Electrical Trapeze Supports
4
Fig 724
Wedgy Trapeze with EMT
Snap‐in Clips
Fig 726
Wedgy Strut Trapeze
Fig 727
Wedgy 2‐Tier Strut
Trapeze
Fig 728
Wedgy CRC Cable Tray
Support
Fig 729
Wedgy 2‐Tier CRC Cable Tray
Support
Fig 730
Single Wedgy Arms for
Strut Trapeze
Fig 731
Single Wedgy Arms for
2‐Tier Strut Trapeze
Fig 735
Wedgy Cable Tray – Direct
Connect with 2 Supports
Fig 736
Wedgy Cable Tray
Direct Connect with “Y”
Upper Adjust
Fig 737
Wedgy Cable Tray
Direct Connect with “Y”
Lower Adjust
Product Index
Fig. 750-757 Wedgy Electrical Ceiling Mounted Light Fixture Supports
Fig 750
Ceiling Mounted Light
Fixture with 2 Common
Safety Cables
Fig 752
Fixture with 4 Common
Safety Cables
Fig 756
Fixture with 2 Individual
Safety Cables
Fig 755
Safety Cable
Fig 757
Ceiling mounted Light
Safety Cables
Fig. 760-783 Wedgy Electrical Pendant Hung Light Fixture Supports
Fig 760
Wedgy Single Hung
Pendant Fixture Support
Fig 761
Fastball 3 Way Splay for
Single Hung Pendant
Fixture
Fig 770
Wedgy Pendant Hung Light
Fixture Support
Fig 771
Fastball Pendant Fixture 4
Way Sway Splay
Fig 772
Wedgy Pendant Fixture 4
Way Sway Splay
Fig 773
Fastball Web Sway Bracing
System
5
Fig 600-1 thru 600-4 - Concrete Connections
Fig 600-1
1-1/8” Powers
Pin and Clip
Op on# Descrip on
Fig 600-2
7/8” Powers
Pin and Clip
Fig 600-3
1-1/8” Ramset
Pin and Clip
Part# Substrate
Illustrations are not to scale.
Fig 600-4
7/8” Ramset
Pin and Clip
Embed
Report
3,000PSI NWC
600-1
Powers Pin and
Clip
50370
3,000PSI NWC (at 45°)
3,000PSI LWC - 3" Deck
50364
190
1-1/8"
120
ESR-2024
3,000PSI NWC
Powers Pin and
Clip
3,000PSI NWC (at 45°)
3,000PSI LWC - 3" Deck
55
120
130
4,000PSI NWC (at 45°)
103
ESR-1799
3,000PSI LWC - 3" Deck Lower Flute (at 45°)
SPC78
4,000PSI NWC
4,000PSI NWC (at 45°)
106
1-1/8"
3,000PSI LWC - 3" Deck Lower Flute
600-4
75
4,000PSI NWC
3,000PSI LWC - 3" Deck Upper Flute
Ramset Pin and
SDC125
Clip
3,000PSI LWC - 3" Deck Upper Flute (at 45°)
Ramset Pin and
Clip
145
145
7/8"
3,000PSI LWC - 3" Deck (at 45°)
600-3
1
95
3,000PSI LWC - 3" Deck (at 45°)
600-2
Load
112
94
99
3/4”
155
120
Footnotes:
1 - A .77 reduction factor must be applied to capacities when used in an eccentric load condition. This reduction
accounts for 65% of the load on each vertical support. (Capacity X .77 = Allowable Load in eccentric conditions)
2 - These values were derived from a legacy report based on the 2000 International Building Code
6
Fig 601 thru 606 - Concrete Connections
Fig 601
90° Tapcon Concrete
Screw Anchor
Fig 602
90° Wedge
Anchor
Fig 603
45° Tapcon Concrete
Screw Anchor
Op on#
Descrip on
601-1
5/16” x 2” Tapcon Concrete Screw Anchor
(1/4” Hole in Concrete Required)
24292
601-2
50403
602-1
3/8” x 3” Wedge Anchor
(Not for use in cracked concrete)
7404SD1
3/8” x 3" Wedge Anchor
7413SD2
602-2
603-1
603-2
604-1
604-2
1/4" x 3-1/4" Wedge Anchor (Not
for use in cracked concrete)
3/8” x 3" Wedge Anchor
Fig 604
45° Wedge
Anchor
Part# Substrate
24292
50403
7404SD1
7413SD2
Fig 605
Tie Wire
Wedge Anchor
Embed
Fig 606
Tie Wire
Spike Anchor
Report
3,000PSI NWC - 4" Min Thick
1.45"
3,000PSI LWC - 4" Min Thick
1.45"
1.78"
1.78"
215
3,000PSI NWC - 3.25" Min Thick
1.5"
541
3,000PSI LWC - 3.25" Min Thick
1.5"
3,000PSI NWC - 3.75" Min Thick
2"
3,000PSI LWC - 3.75" Min Thick
2"
261
1.45"
144
1.45"
1.78"
6062
Tie Wire Wedge Anchor
Tie Wire Spike Anchor
7409SD1
ESR-2202
ESR-2818
ESR-2202
3759
110
315
541
363
92
245
1.78"
151
3,000PSI NWC - 3.25" Min Thick (at 45°)
1.5"
374
3,000PSI LWC - 3.25" Min Thick (at 45°)
1.5"
3,000PSI NWC - 3.75" Min Thick (at 45°)
2"
3,000PSI LWC - 3.75" Min Thick (at 45°)
2"
3,000PSI LWC - 3" Min Thick (at 45°)
ESR-2818
374
279
168
110
1-1/8"
ESR1532
90
155
2,000PSI NWC - 3" Min Thick (at 45°)
112
70
3,000PSI LWC - 3" Min Thick (at 45°)
3,000PSI NWC - 3" Min Thick (at 45°)
1
183
6052
Load
1-1/4"
ESR1532
62
150
117
Footnotes:
1 - A .77 reduction factor must be applied to capacities when used in an eccentric load condition. This reduction accounts for 65% of the
load on each vertical support. (Capacity X .77 = Allowable Load in eccentric conditions)
7
STEEL
METAL
Fig 620 thru 627 - Steel Connections
Metal Deck
Fig 625
AB 45° Clip
With #10 Screw
Fig 620
Wedgy with
Loop
Op on#
Fig 621-1
Wedgy with
Metal Eyecable
Fig 622
Wedgy with Bar
Joist Pull-down
Clamp
Descrip on
620
621-1
621-2
622
623
Loop Connec on
Metal Eyelag - 1/4" x 3/4” (2” OAL)
Metal Eyelag - 1/4" x 2” (3-1/4” OAL)
Bar Joist Pull-down Clamp
Hammer-on Beam Clamp
624-1
AB90—90° Clip and #10 Hex Washer Head Self Driller
624-2
AB90—90° Clip and #10 Hex Washer Head Sharp Point
625-1
AB45—45° Clip and #10 HWH Self Driller
625-2
AB45—45° Clip and #10 HWH Sharp Point (20g)
626-1
SP90—90° Clip and 2ea #10 Hex Washer Head Self Driller
626-2
SP90—90° Clip and 2ea #10 Hex Washer Head Sharp Point
627-1
SP45—45° Clip and 2ea #10 HWH Self Driller (18g)
627-2
SP45—45° Clip and 2ea #10 HWH Sharp Point (20g)
Fig 623
Wedgy with
Hammer-on
Beam Clamp
Substrate Report
N/A
STQA50525
20g
ESR-3135
1/8”-3/4”
1/8”-3/4”
20g
18g
16g
14g
22g
20g
20g
18g
16g
14g
22g
20g
20g
18g
16g
14g
22g
20g
20g
18g
16g
14g
22g
20g
UL
UL
ESR-1408
Calcs
ESR-1408
Calcs
ESR-1408
Calcs
ESR-1408
Calcs
Fig 624
AB 90° Clip
with #10 Screw
Load1
541
125
125
300
200
104
148
194
267
46
106
99
144
184
280
44
101
207
295
388
541
92
212
198
287
396
472
88
202
Fig 626
SP 90° Clip
with x 2 With
#10 Screws
Fig 627
SP45° Clip
with x 2 With
#10 Screws
Footnotes:
8
Fig 640 thru 644 - Wood Connections
Lumber Cross
Section
Lumber and Wall
Board Cross Section
Fig 640
Wedgy with
Wood Eyecable
Op on#
640-13
640-23
640-33
641
642-1
642-2
642-3
643
6444
Fig 641
Wedgy with
Timberpin
Fig 642
Wedgy with Wood
Pull-down Clamp
Descrip on
Wood Eyelag - 1/4” x 3”
Wood Eyelag - 1/4” x 3” at 45°
Timberpin
Wood Pull-Down Clamp - Nom. 2" Lumber
AB90—90° Clip and 1/4” x 2-1/2” Hex Lag2
AB45—45° Clip and 1/4” x 2-1/2” Hex Lag2
Fig 644
AB 45° Clip
Hex Lag
Fig 643
AB 90° Clip
Hex Lag
Substrate
Report Load1
ER-5367
Doug Fir or Glulam
UL
UL
UL
UL
Calcs
270
140
270
140
270
140
100
133
133
133
216
130
Footnotes:
2 - A 3/8” minimum edge distance and 1‐3/4” end distance is required for 1/4” diameter hex lags into wood.
3 - These values were derived from a legacy report based on the 1997 Uniform Building Code
4- Side loads are typically not permitted on wood members. Consult with the Structural Engineer of Record for
project specific requirements.
9
Fig 660 thru 680 - Cast-in-place Connections
Steel Deck with
or without
Concrete Pour
Steel Deck with
or without
Concrete Pour
Fig 660
Cast-in-Place
Wedgy
Steel Deck with
or without
Concrete Pour
Fig 661
Cast-in-Place
Rebar
Fig 664
Cast-in-Place
Loop
Fig 672
45º Clip
PIP Blue Banger
Fig 663
45º Clip
SDI Blue Banger
Fig 662
Eyebolt
SDI Blue Banger
Op on#
Fig 671
Eyebolt
PIP Blue Banger
Descrip on
Substrate
Metal Deck—Cast-in-Place Connec ons
662
663-1
663-2
664
Pigtail Loop - Into 20g Metal Deck with NO CONCRETE FILL
Pigtail Loop - Into 20g Metal Deck with concrete
Rebar Tie - Into 22g Metal Deck with NO CONCRETE FILL
Rebar Tie - Into 22g Metal Deck with concrete
1/4"x5" Eyebolt (SDI143812 Blue Banger)
45° Clip and 3/8” x 1-1/2" Hex Bolt (SDI143812 Blue Banger)
45° Clip and 3/8” x 1-3/4" Hex Bolt (SDI381258 Blue Banger)
Loop with 1-1/4” Washer into Min 22g Metal Deck with no Concrete Fill
671
672-1
672-2
1/4"x4" Eyebolt (PIP143812 Blue Banger)
45° Clip and 3/8” x 1-1/4" Hex Bolt (PIP143812 Blue Banger)
45° Clip and 3/8” x 1-3/4" Hex Bolt (PIP381258 Blue Banger)
660
661
22g
SDI-Blue
Banger
Hanger
Min 22g
Report
Load1
UL
CALC
133
300
200
521
315
410
410
200
STQA50525
ESR-3599
Test
Form Pour—Cast-in-Place Connec ons
PIP-Blue
Banger
Hanger
ESR-3599
315
410
410
Footnotes:
2 - These values were derived from a legacy report based on the 2000 International Building Code)
10
Wedgy Trapeze with EMT Snap‐in Clips Fig 724 



Provides support for Conduit. Quick installa on and adjustment Prefabricated trapezes save me and money Fasteners are selected and pre‐staked for Concrete, Steel or Wood a achments.  Engineered as a COMPLETE ASSEMBLY!  Assembly maximum capaci es vary by substrate and embedment. Refer to the guidelines on the next page and tables below for useable loads.  Manufactured to ASTM A1023 and ASTM A931 Assembly contains: 2ea Cable assemblies with selected anchors 1ea CRC Trapeze with Single Wedgys pressed in and selected conduit clips installed Trapeze Capacity 24" Wide 100# 36" Wide 80# Cable Assembly Capacity (Per Cable)1 3/32" Cable 112# 1/8" Cable A (6**) Fig 724 Contractor: Ship to address: PO# Order Date: **All orders are custom and therefore non‐cancellable and non‐returnable B D C E1 E2 E3 E4 E5 E6 E7 E8 Qty Fig 724 Fig 724 B C Cable Diameter Cable Length 1,2
A achment to Structure Concrete Connec ons Load Wood Connec ons Load 600‐1 Powers Pin & Clip (1‐1/8” Embed.)3 600‐2 Powers Pin & Clip (7/8” Embed.)3 600‐3 Ramset Pin & Clip (1‐1/8” Embed.)3 600‐4 Ramset Pin & Clip (3/4” Emb. NWC ONLY)3 601‐1 90° Clip and 1/4” (5/16”) x 2” Tapcon 601‐2 90° Clip and 3/8” x 3” Tapcon 602‐1 90° Clip and 1/4” x 3‐1/4” Wedge Anchor 73# 42# 72# 119# 84# 165# 416# 640‐1 Wood Eyelag ‐ 1/4” x 3” 640‐2 Wood Eyelag ‐ 1/4” x 4” 640‐3 Wood Eyelag ‐ 1/4” x 5” 641 Timberpin 642‐1 Wood Pull‐Down Clamp ‐ Nom. 2" 642‐2 Wood Pull‐Down Clamp ‐ Nom. 4" 642‐3 Wood Pull‐Down Clamp ‐ Nom. 6" 208# 208# 208# 77# 102# 102# 102# 602‐2 90° Clip and 3/8” x 3” Wedge Anchor 200# Load 605 Tie Wire Wedge Anchor (1/4" Dia.) 606 Tie Wire Spike Anchor (1/4" Dia.) 77# 53# 660 Pigtail Loop ‐ 20g Deck (No Fill) 660 Pigtail Loop ‐ 20g Deck with LWC Load 661 Rebar Tie ‐ 22g Deck (No Fill) E10 A E9 Steel Connec ons Cast‐in‐Place Connec ons D E CRC Conduit Size4 Width *01 *02 *03 *04 *05 *06 *07 3’ 6’ 9’ 12’ 15’ 18’ 21’ 1/2” EMT5 *01 1‐1/2” O.C.7 0.54 Lbs/LF 3/4” EMT5 *02 1‐3/4” O.C.7 0.92 Lbs/LF 1” EMT5 *08 24’ *03 2” O.C.7 102# 231# *09 *10 27’ 30’ 154# *25 Custom Length *02 3/32" Cable *03 1/8" Cable 1.38 Lbs/LF 1‐1/4” EMT6 *04 2‐1/4” O.C.7 620 Loop Connec on 621‐1 Metal Eyelag ‐ 1/4" x 3/4” (2” OAL) 20g 112# 661 Rebar Tie ‐ 22g Deck with LWC 96# 662 1/4"x5" Eyebolt (SDI Blue Banger) 401# 193# 2.33 Lbs/LF 1‐1/2” EMT6 621‐2 Metal Eyelag ‐ 1/4" x 2” (3‐1/4” OAL) 20g 96# 193# 7
*05 2‐1/2” O.C. Load 622 Bar Joist Pull‐down Clamp 231# 623 Hammer‐on Beam Clamp 671 1/4"x4" Eyebolt (PIP Blue Banger) Angle Clip Only 154# 680‐1 90° Clip—Tied to 3/8" Lg. Hole N/A 624‐1 90° Clip and #10 HWH Self Driller (20g) 80# 680‐2 90° Clip—Tied to 3/16" Sm. Hole N/A 624‐2 90° Clip and #10 HWH Sharp Point (22g) 35# Footnotes: 1—Ul mate capaci es have been reduced to take into considera on eccentric loads on the trapeze 2—A achment Capaci es listed above are worst case. For values into specific substrate condi ons refer to tables on Pages 6‐10 3— For projects in Design Category C Ip>1.0 and D, E & F Ip=all Power Actuated Fasteners are limited to 90#. (OSHPD Projects 70#) 3.36 Lbs/LF *25 Other 4—EMT weights are calculated with 40% conductor fill 5—Snap in style conduit supports are used for 1/2” EMT thru 1” EMT 6—Conduit Clips are used for 1‐1/4” and 1‐1/2” EMT 7—The O.C. dimension refers to the clip spacing © 2015 CEAS—All Rights Reserved R20150527 Wedgy Trapeze with EMT Snap‐in Clips Fig 724 How to determine the Wedgy Complete Assembly Capacity Step 1: A) Determine the capacity of the a achment to structure and mul ply the capacity by 2. (Listed in column A or on Pages 6‐10) Cable Assembly B) Determine the Cable Assembly Capacity and mul ply the capacity by 2. Capacity (Per Cable)1 C) Determine the Trapeze Capacity. Trapeze Capacity 3/32" Cable 112# 24" Wide 100# 1/8" Cable 36" Wide 80# Step 2: The lessor of the 3 values is the Wedgy Complete Assembly Capacity Example Variable Actual
Variable Capacity Capacity A achment to Structure 600-1 Pin and Clip
73# X 2 = 146# X 2 = Cable Assembly Capacity 3/32” Cable
112# X 2 = 224# X 2 = Trapeze Capacity 22” Wide Trapeze
100# Wedgy Complete Assembly Capacity 100#
Wedgy Complete Assembly Capacity Footnotes: 1 — Capaci es are reduced to account for the poten al of eccentric loading on trapezes Refer to page GN‐5 for conduit weights to determine support spacing requirements © 2015 CEAS—All Rights Reserved R20150527 Wedgy Strut Trapeze Fig 726 



Assembly contains: 2ea Cable assemblies with selected anchors 1ea Strut Trapeze with Single Wedgys pressed in Strut Capaci es 14g 14g 13/16" 12g 1‐5/8" Width 13/16" Back to Strut Strut Back Strut 24” 36" 48" 60" 185# 120# 65# 40# 495# 330# 245# 195# 650# 450# 340# 275# Provides support for Conduit or Cable Tray Quick installa on and adjustment Prefabricated trapezes save me and money Fasteners are selected and pre‐staked for Concrete, Steel or Wood a achments.  Engineered as a COMPLETE ASSEMBLY!  Assembly maximum capaci es vary by substrate and embedment. Refer to the guidelines on the next page and tables below for useable loads.  Manufactured to ASTM A1023 and ASTM A931 Contractor: Ship to address: PO# Order Date: **All orders are custom and therefore non‐cancellable and non‐returnable Cable Assembly Capacity1 3/32" Cable 125# 1/8" Cable 231# A (6**) B C Fig 726 Fig 726 A B A achment to Structure2 Concrete Connec ons D Fig 726 Load Wood Connec ons 600‐1 Powers Pin & Clip (1‐1/8” Embed.)3 73# 640‐1 Wood Eyelag ‐ 1/4” x 3” 600‐2 Powers Pin & Clip (7/8” Embed.)3 42# 640‐2 Wood Eyelag ‐ 1/4” x 4” 600‐3 Ramset Pin & Clip (1‐1/8” Embed.)3 72# 640‐3 Wood Eyelag ‐ 1/4” x 5” 600‐4 Ramset Pin & Clip (3/4” Emb. NWC ONLY)3 119# 641 Timberpin 601‐1 90° Clip and 1/4” (5/16”) x 2” Tapcon 84# 642‐1 Wood Pull‐Down Clamp ‐ Nom. 2" 601‐2 90° Clip and 3/8” x 3” Tapcon 165# 642‐2 Wood Pull‐Down Clamp ‐ Nom. 4" 602‐1 90° Clip and 1/4” x 3‐1/4” Wedge Anchor 416# 642‐3 Wood Pull‐Down Clamp ‐ Nom. 6" 200# Load E C Qty D E Cable Diameter Cable Length Width 208# *02 3/32" Cable 208# *03 1/8" Cable 208# 77# 102# 102# 102# *01 *02 *03 *04 *05 *06 *07 3’ 6’ 9’ 12’ 15’ 18’ 21’ Strut Type *01 14g PHD1301 *02 Load *08 24’ 77# 660 Pigtail Loop ‐ 20g Deck (No Fill) 53# 660 Pigtail Loop ‐ 20g Deck with LWC 102# 231# *09 *10 27’ 30’ Load 661 Rebar Tie ‐ 22g Deck (No Fill) 154# 620 Loop Connec on 621‐1 Metal Eyelag ‐ 1/4" x 3/4” (2” OAL) 20g 231# 661 Rebar Tie ‐ 22g Deck with LWC 401# 96# 662 1/4"x5" Eyebolt (SDI Blue Banger) 193# *25 Custom Length 621‐2 Metal Eyelag ‐ 1/4" x 2” (3‐1/4” OAL) 20g 96# 671 1/4"x4" Eyebolt (PIP Blue Banger) 193# 622 Bar Joist Pull‐down Clamp 231# Load 623 Hammer‐on Beam Clamp 154# 680‐1 90° Clip—Tied to 3/8" Lg. Hole N/A 624‐1 90° Clip and #10 HWH Self Driller (20g) 80# 680‐2 90° Clip—Tied to 3/16" Sm. Hole N/A 624‐2 90° Clip and #10 HWH Sharp Point (22g) 35# 602‐2 90° Clip and 3/8” x 3” Wedge Anchor 605 Tie Wire Wedge Anchor (1/4" Dia.) 606 Tie Wire Spike Anchor (1/4" Dia.) Steel Connec ons Cast‐in‐Place Connec ons Angle Clip Only 14g PHD1301A *03 12g PHD1001 Footnotes: 1—Ul mate capaci es have been reduced to take into considera on eccentric loads on the trapeze 2—A achment Capaci es listed above are worst case. For values into specific substrate condi ons refer to tables on Pages 6‐10 3— For projects in Design Category C Ip>1.0 and D, E & F Ip=all Power Actuated Fasteners are limited to 90#. (OSHPD Projects 70#) © 2015 CEAS—All Rights Reserved R20150527 Wedgy Strut Trapeze Fig 726 How to determine the Wedgy Complete Assembly Capacity Step 1: A) Determine the capacity of the a achment to structure and mul ply the capacity by 2. (Listed in column A or on Pages 6‐10) B) Determine the Cable Assembly Capacity and mul ply the capacity by 2. Strut Capaci es 14g 14g 13/16" 12g 1‐5/8" Cable Assembly Capacity1 Width 13/16" Back to Strut 3/32" Cable 125# Strut Back Strut C) Determine the Trapeze Capacity. 24” 185# 495# 650# 1/8" Cable 231# 36" 120# 330# 450# 48" 65# 245# 340# 60" 40# 195# 275# Step 2: The lessor of the 3 values is the Wedgy Complete Assembly Capacity Example Actual
Variable Capacity Variable Capacity A achment to Structure 600-1 Pin and Clip
125# X 2 = 250# X 2 = Trapeze Capacity 33” Wide with 1-5/8” Strut
Wedgy Complete Assembly Capacity Footnotes: 1 — Capaci es are reduced to account for the poten al of eccentric loading on trapezes Refer to page GN‐5 for conduit weights to determine support spacing requirements © 2015 CEAS—All Rights Reserved R20150527 Wedgy 2‐Tier Strut Trapeze Fig 727 

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Assembly contains: 2ea Cable assemblies with selected anchors 2ea Strut Trapezes with Single Wedgys pressed in Strut Capaci es 14g 14g 13/16" 12g 1‐5/8" Width 13/16" Back to Strut Strut Back Strut 24” 36" 48" 60" 185# 120# 65# 40# 495# 330# 245# 195# 650# 450# 340# 275# Provides support for Conduit and Cable Tray. Quick installa on and adjustment Prefabricated trapezes save me and money Fasteners are selected and pre‐staked for Concrete, Steel or Wood a achments.  Engineered as a COMPLETE ASSEMBLY!  Assembly maximum capaci es vary by substrate and embedment. Refer to the guidelines on the next page and tables below for useable loads.  Manufactured to ASTM A1023 and ASTM A931 Contractor: Ship to address: PO# Order Date: **All orders are custom and therefore non‐cancellable and non‐returnable Cable Assembly Capacity1 3/32" Cable 125# 1/8" Cable 231# A (6**) B C Fig 727 Fig 727 A B A achment to Structure2 Concrete Connec ons D Fig 727 Load Wood Connec ons 600‐1 Powers Pin & Clip (1‐1/8” Embed.)3 73# 640‐1 Wood Eyelag ‐ 1/4” x 3” 600‐2 Powers Pin & Clip (7/8” Embed.)3 42# 640‐2 Wood Eyelag ‐ 1/4” x 4” 600‐3 Ramset Pin & Clip (1‐1/8” Embed.)3 72# 640‐3 Wood Eyelag ‐ 1/4” x 5” 600‐4 Ramset Pin & Clip (3/4” Emb. NWC ONLY)3 119# 641 Timberpin 601‐1 90° Clip and 1/4” (5/16”) x 2” Tapcon 84# 642‐1 Wood Pull‐Down Clamp ‐ Nom. 2" 601‐2 90° Clip and 3/8” x 3” Tapcon 165# 642‐2 Wood Pull‐Down Clamp ‐ Nom. 4" 602‐1 90° Clip and 1/4” x 3‐1/4” Wedge Anchor 416# 642‐3 Wood Pull‐Down Clamp ‐ Nom. 6" 200# Load E C Qty D E Cable Diameter Cable Length Width 208# *02 3/32" Cable 208# *03 1/8" Cable 208# 77# 102# 102# 102# *01 *02 *03 *04 *05 *06 *07 3’ 6’ 9’ 12’ 15’ 18’ 21’ Strut Type *01 14g PHD1301 *02 Load *08 24’ 77# 660 Pigtail Loop ‐ 20g Deck (No Fill) 53# 660 Pigtail Loop ‐ 20g Deck with LWC 102# 231# *09 *10 27’ 30’ Load 661 Rebar Tie ‐ 22g Deck (No Fill) 154# 620 Loop Connec on 621‐1 Metal Eyelag ‐ 1/4" x 3/4” (2” OAL) 20g 231# 661 Rebar Tie ‐ 22g Deck with LWC 401# 96# 662 1/4"x5" Eyebolt (SDI Blue Banger) 193# *25 Custom Length 621‐2 Metal Eyelag ‐ 1/4" x 2” (3‐1/4” OAL) 20g 96# 671 1/4"x4" Eyebolt (PIP Blue Banger) 193# 622 Bar Joist Pull‐down Clamp 231# Load 623 Hammer‐on Beam Clamp 154# 680‐1 90° Clip—Tied to 3/8" Lg. Hole N/A 624‐1 90° Clip and #10 HWH Self Driller (20g) 80# 680‐2 90° Clip—Tied to 3/16" Sm. Hole N/A 624‐2 90° Clip and #10 HWH Sharp Point (22g) 35# 602‐2 90° Clip and 3/8” x 3” Wedge Anchor 605 Tie Wire Wedge Anchor (1/4" Dia.) 606 Tie Wire Spike Anchor (1/4" Dia.) Steel Connec ons Cast‐in‐Place Connec ons Angle Clip Only 14g PHD1301A *03 12g PHD1001 Footnotes: 1—Ul mate capaci es have been reduced to take into considera on eccentric loads on the trapeze 2—A achment Capaci es listed above are worst case. For values into specific substrate condi ons refer to tables on Pages 6‐10 3— For projects in Design Category C Ip>1.0 and D, E & F Ip=all Power Actuated Fasteners are limited to 90#. (OSHPD Projects 70#) © 2015 CEAS—All Rights Reserved R20150527 Wedgy 2‐Tier Strut Trapeze Fig 727 How to determine the Wedgy Complete Assembly Capacity1 Step 1: A) Determine the capacity of the a achment to structure and mul ply the capacity by 2. (Listed in column A or on Pages 6‐10) B) Determine the Cable Assembly Capacity and mul ply the capacity by 2. Strut Capaci es Cable Assembly Capacity2 14g 14g 13/16" 12g 1‐5/8" Width 13/16" Back to 3/32" Cable 125# Strut Strut Back Strut 1/8" Cable 231# C) Determine the Trapeze Capacity. 24” 185# 495# 650# 36" 120# 330# 450# 48" 65# 245# 340# 60" 40# 195# 275# Step 2: The lessor of the 3 values is the Wedgy Complete Assembly Capacity Example Actual
Capacity Variable Variable Capacity A achment to Structure 600-1 Pin and Clip
125# X 2 = 250# X 2 = Trapeze Capacity2 33” Wide with 1-5/8” Strut
Wedgy Complete Assembly Capacity Footnotes: 1 — Capaci es noted are for each individual er of the trapeze. The total Weight per Linear Foot of the u lity for each er must be calculated and can not exceed the capacity of the a achment to structure. 2 — Capaci es are reduced to account for the poten al of eccentric loading on trapezes Refer to page GN‐5 for conduit weights to determine support spacing requirements © 2015 CEAS—All Rights Reserved R20150527 Wedgy CRC Cable Tray Support Fig 728 
Assembly contains: 2ea Cable assemblies with selected anchors 1ea CRC Trapeze with Single Wedgys pressed in Cable Assembly Capacity 3/32" Cable 146# 1/8" Cable Provides support for Conduit and Cable Tray.  Quick installa on and adjustment  Prefabricated trapezes save me and money  Fasteners are selected and pre‐staked for Concrete, Steel or Wood a achments.  Engineered as a COMPLETE ASSEMBLY!  Assembly maximum capaci es vary by substrate and embedment. Refer to the guidelines on the next page and tables below for useable loads.  Manufactured to ASTM A1023 and ASTM A931 Contractor: Ship to address: PO# Order Date: **All orders are custom and therefore non‐cancellable and non‐returnable Trapeze Capacity 24" Wide 100# 36" Wide 80# Fig 728 A (6**) B C D Qty Fig 728 Fig 728 A B A achment to Structure1 Concrete Connec ons Load Wood Connec ons Load 95# 55# 94# 155# 110# 215# 541# 640‐1 Wood Eyelag ‐ 1/4” x 3” 640‐2 Wood Eyelag ‐ 1/4” x 4” 640‐3 Wood Eyelag ‐ 1/4” x 5” 641 Timberpin 642‐1 Wood Pull‐Down Clamp ‐ Nom. 2" 642‐2 Wood Pull‐Down Clamp ‐ Nom. 4" 642‐3 Wood Pull‐Down Clamp ‐ Nom. 6" 602‐2 90° Clip and 3/8” x 3” Wedge Anchor 261# Load 605 Tie Wire Wedge Anchor (1/4" Dia.) 606 Tie Wire Spike Anchor (1/4" Dia.) 100# 70# 660 Pigtail Loop ‐ 20g Deck (No Fill) 660 Pigtail Loop ‐ 20g Deck with LWC 133# 300# Load 661 Rebar Tie ‐ 22g Deck (No Fill) 200# 620 Loop Connec on 621‐1 Metal Eyelag ‐ 1/4" x 3/4” (2” OAL) 20g 146# 125# 661 Rebar Tie ‐ 22g Deck with LWC 662 1/4"x5" Eyebolt (SDI Blue Banger) 521# 250# 621‐2 Metal Eyelag ‐ 1/4" x 2” (3‐1/4” OAL) 20g 125# 671 1/4"x4" Eyebolt (PIP Blue Banger) 250# Steel Connec ons Cast‐in‐Place Connec ons D CRC Width Cable Diameter Cable Length
600‐1 Powers Pin & Clip (1‐1/8” Embed.)2 600‐2 Powers Pin & Clip (7/8” Embed.)2 600‐3 Ramset Pin & Clip (1‐1/8” Embed.)2 600‐4 Ramset Pin & Clip (3/4” Emb. NWC ONLY)2 601‐1 90° Clip and 1/4” (5/16”) x 2” Tapcon 601‐2 90° Clip and 3/8” x 3” Tapcon 602‐1 90° Clip and 1/4” x 3‐1/4” Wedge Anchor 270# 270# 270# 100# 133# 133# 133# C *02 3/32" Cable *03 1/8" Cable *01 *02 *03 *04 *05 *06 *07 3’ 6’ 9’ 12’ 15’ 18’ 21’ *08 24’ *09 *10 27’ 30’ *25 Custom Length 622 Bar Joist Pull‐down Clamp 300# Load 623 Hammer‐on Beam Clamp 200# 680‐1 90° Clip—Tied to 3/8" Lg. Hole N/A 104# 680‐2 90° Clip—Tied to 3/16" Sm. Hole N/A 624‐2 90° Clip and #10 HWH Sharp Point (22g) 46# Footnotes: 1—A achment Capaci es listed above are worst case. For values into specific substrate condi ons refer to tables on Pages 6‐10 2— For projects in Design Category C Ip>1.0 and D, E & F Ip=all Power Actuated Fasteners are limited to 90#. (OSHPD Projects 70#) 624‐1 90° Clip and #10 HWH Self Driller (20g) Angle Clip Only © 2015 CEAS—All Rights Reserved R20150527 Wedgy CRC Cable Tray Support Fig 728 How to determine the Wedgy Complete Assembly Capacity Step 1: A) Determine the capacity of the a achment to structure and mul ply the capacity by 2. (Listed in column A or on Pages 6‐10) B) Determine the Cable Assembly Capacity and mul ply the capacity by 2. Cable Assembly C) Determine the Trapeze Capacity. Trapeze Capacity Capacity 24" Wide 100# 3/32" Cable 36" Wide 80# 146# Step 2: 1/8" Cable The lessor of the 3 values is the Wedgy Complete Assembly Capacity Example Variable Actual
Capacity Variable Capacity A achment to Structure 600-1 Pin and Clip
146# X 2 = 292# X 2 = Trapeze Capacity 22” Wide Trapeze
Wedgy Complete Assembly Capacity © 2015 CEAS—All Rights Reserved R20150527 Wedgy 2‐Tier CRC Cable Tray Support Fig 729 
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Provides support for Conduit and Cable Tray. Quick installa on and adjustment Prefabricated trapezes save me and money Fasteners are selected and pre‐staked for Concrete, Steel or Wood a achments.  Engineered as a COMPLETE ASSEMBLY!  Assembly maximum capaci es vary by substrate and embedment. Refer to the guidelines on the next page and tables below for useable loads.  Manufactured to ASTM A1023 and ASTM A931 Assembly contains: 2ea Cable assemblies with selected anchors 2ea CRC Trapezes with Single Wedgys pressed in Cable Assembly Capacity 3/32" Cable 146# 1/8" Cable Contractor: Ship to address: PO# Order Date: **All orders are custom and therefore non‐cancellable and non‐returnable Trapeze Capacity 24" Wide 100# 36" Wide 80# Fig 729 A (6**) B C D Qty Fig 729 Fig 729 A B A achment to Structure1 Concrete Connec ons Load 2
Wood Connec ons 95# 55# 94# 155# 110# 215# 541# 640‐1 Wood Eyelag ‐ 1/4” x 3” 640‐2 Wood Eyelag ‐ 1/4” x 4” 640‐3 Wood Eyelag ‐ 1/4” x 5” 641 Timberpin 642‐1 Wood Pull‐Down Clamp ‐ Nom. 2" 642‐2 Wood Pull‐Down Clamp ‐ Nom. 4" 642‐3 Wood Pull‐Down Clamp ‐ Nom. 6" 270# 270# 270# 100# 133# 133# 133# 602‐2 90° Clip and 3/8” x 3” Wedge Anchor 261# Load 605 Tie Wire Wedge Anchor (1/4" Dia.) 606 Tie Wire Spike Anchor (1/4" Dia.) 100# 70# 660 Pigtail Loop ‐ 20g Deck (No Fill) 660 Pigtail Loop ‐ 20g Deck with LWC D CRC Cable Diameter Cable Length
Width Load 600‐1 Powers Pin & Clip (1‐1/8” Embed.) 600‐2 Powers Pin & Clip (7/8” Embed.)2 600‐3 Ramset Pin & Clip (1‐1/8” Embed.)2 600‐4 Ramset Pin & Clip (3/4” Emb. NWC ONLY)2 601‐1 90° Clip and 1/4” (5/16”) x 2” Tapcon 601‐2 90° Clip and 3/8” x 3” Tapcon 602‐1 90° Clip and 1/4” x 3‐1/4” Wedge Anchor Cast‐in‐Place Connec ons C *02 3/32" Cable *03 1/8" Cable *01 *02 *03 *04 *05 *06 *07 3’ 6’ 9’ 12’ 15’ 18’ 21’ *08 24’ 133# 300# *09 *10 27’ 30’ Load 661 Rebar Tie ‐ 22g Deck (No Fill) 200# 620 Loop Connec on 621‐1 Metal Eyelag ‐ 1/4" x 3/4” (2” OAL) 20g 146# 125# 661 Rebar Tie ‐ 22g Deck with LWC 662 1/4"x5" Eyebolt (SDI Blue Banger) 521# 250# *25 Custom Length 621‐2 Metal Eyelag ‐ 1/4" x 2” (3‐1/4” OAL) 20g 125# 671 1/4"x4" Eyebolt (PIP Blue Banger) 250# Steel Connec ons 622 Bar Joist Pull‐down Clamp 300# Load 623 Hammer‐on Beam Clamp 200# 680‐1 90° Clip—Tied to 3/8" Lg. Hole N/A 104# 680‐2 90° Clip—Tied to 3/16" Sm. Hole N/A 624‐2 90° Clip and #10 HWH Sharp Point (22g) 46# Footnotes: 1—A achment Capaci es listed above are worst case. For values into specific substrate condi ons refer to tables on Pages 6‐10 2— For projects in Design Category C Ip>1.0 and D, E & F Ip=all Power Actuated Fasteners are limited to 90#. (OSHPD Projects 70#) 624‐1 90° Clip and #10 HWH Self Driller (20g) Angle Clip Only © 2015 CEAS—All Rights Reserved R20150527 Wedgy 2‐Tier CRC Cable Tray Support Fig 729 How to determine the Wedgy Complete Assembly Capacity Step 1: A) Determine the capacity of the a achment to structure and mul ply the capacity by 2. (Listed in column A or on Pages 6‐10) B) Determine the Cable Assembly Capacity and mul ply the capacity by 2. Cable Assembly C) Determine the Trapeze Capacity. Trapeze Capacity Capacity 24" Wide 100# 3/32" Cable 36" Wide 80# 146# Step 2: 1/8" Cable The lessor of the 3 values is the Wedgy Com‐ plete Assembly Capacity Example Variable Actual
Capacity Variable Capacity A achment to Structure 600-1 Pin and Clip
146# X 2 = 292# X 2 = Trapeze Capacity1 22” Wide Trapeze
Wedgy Complete Assembly Capacity Footnotes: 1 — Capaci es noted are for each individual er of the trapeze. The total Weight per Linear Foot of the u lity for each er must be calculated and can not exceed the capacity of the a achment to structure. © 2015 CEAS—All Rights Reserved R20150527 Single Wedgy Arms for Strut Trapeze Fig 730 
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Provides support for Conduit and Cable Tray. Quick installa on and adjustment Wedgy arms are designed for punched or slo ed strut. Fasteners are selected and pre‐staked for Concrete, Steel or Wood a achments. Engineered as a COMPLETE ASSEMBLY! Assembly maximum capaci es vary by substrate and embedment. Refer to the guidelines on the next page and tables below for useable loads. Manufactured to ASTM A1023 and ASTM A931 Assembly contains: 2ea Cable assemblies with selected anchors 2ea Single Wedgys Cable Assembly Capacity1 3/32" Cable 126# 1/8" Cable 223# Contractor: Ship to address: PO# Order Date: **All orders are custom and therefore non‐cancellable and non‐returnable Fig 730 A (6**) B C Qty Fig 730 Fig 730 A A achment to Structure2 Concrete Connec ons Load Wood Connec ons 600‐1 Powers Pin & Clip (1‐1/8” Embed.)3 73# 640‐1 Wood Eyelag ‐ 1/4” x 3” 600‐2 Powers Pin & Clip (7/8” Embed.)3 42# 640‐2 Wood Eyelag ‐ 1/4” x 4” 600‐3 Ramset Pin & Clip (1‐1/8” Embed.)3 72# 640‐3 Wood Eyelag ‐ 1/4” x 5” 600‐4 Ramset Pin & Clip (3/4” Emb. NWC ONLY)3 119# 641 Timberpin 601‐1 90° Clip and 1/4” (5/16”) x 2” Tapcon 84# 642‐1 Wood Pull‐Down Clamp ‐ Nom. 2" 601‐2 90° Clip and 3/8” x 3” Tapcon 165# 642‐2 Wood Pull‐Down Clamp ‐ Nom. 4" 602‐1 90° Clip and 1/4” x 3‐1/4” Wedge Anchor 416# 642‐3 Wood Pull‐Down Clamp ‐ Nom. 6" 602‐2 90° Clip and 3/8” x 3” Wedge Anchor 605 Tie Wire Wedge Anchor (1/4" Dia.) 606 Tie Wire Spike Anchor (1/4" Dia.) Steel Connec ons 620 Loop Connec on 621‐1 Metal Eyelag ‐ 1/4" x 3/4” (2” OAL) 20g 200# Load B C Cable Diameter Cable Length
208# *02 3/32" Cable 208# *03 1/8" Cable 208# 77# 102# 102# 102# *01 *02 *03 *04 *05 *06 *07 3’ 6’ 9’ 12’ 15’ 18’ 21’ Load *08 24’ 77# 660 Pigtail Loop ‐ 20g Deck (No Fill) 53# 660 Pigtail Loop ‐ 20g Deck with LWC 102# 231# *09 *10 27’ 30’ Load 661 Rebar Tie ‐ 22g Deck (No Fill) 154# 223# 661 Rebar Tie ‐ 22g Deck with LWC 401# 96# 662 1/4"x5" Eyebolt (SDI Blue Banger) 193# *25 Custom Length Cast‐in‐Place Connec ons 96# 671 1/4"x4" Eyebolt (PIP Blue Banger) 193# 622 Bar Joist Pull‐down Clamp 231# Load 623 Hammer‐on Beam Clamp 154# 680‐1 90° Clip—Tied to 3/8" Lg. Hole N/A 80# 680‐2 90° Clip—Tied to 3/16" Sm. Hole N/A 621‐2 Metal Eyelag ‐ 1/4" x 2” (3‐1/4” OAL) 20g 624‐1 90° Clip and #10 HWH Self Driller (20g) Angle Clip Only 624‐2 90° Clip and #10 HWH Sharp Point (22g) 35# Footnotes: 1—Ul mate capaci es have been reduced to take into considera on eccentric loads on the trapeze 2—A achment Capaci es listed above are worst case. For values into specific substrate condi ons refer to tables on Pages 6‐10 3— For projects in Design Category C Ip>1.0 and D, E & F Ip=all Power Actuated Fasteners are limited to 90#. (OSHPD Projects 70#) © 2015 CEAS—All Rights Reserved R20150527 Single Wedgy Arms for Strut Trapeze Fig 730 How to determine the Wedgy Complete Assembly Capacity1 Step 1: A) Determine the capacity of the a achment to structure. (Listed in column A or on Pages 6‐10) Cable Assembly Capacity2 3/32" Cable 126# B) Determine the Cable Assembly Capacity. 1/8" Cable 223# Step 2: The lessor of the 2 values is the Wedgy Complete Assembly Capacity Example Variable Capacity Actual
Variable Capacity A achment to Structure 600-1 Pin and Clip
126# X 2 = 252# X 2 = Wedgy Complete Assembly Capacity 146#
Wedgy Complete Assembly Capacity Footnotes: 1 — Capaci es shown are for the cable assembly and a achment to structure only. The trapeze is not taken into considera on. 2 — Capaci es are reduced to account for the poten al of eccentric loading on trapezes Refer to page GN‐5 for conduit weights to determine support spacing requirements © 2015 CEAS—All Rights Reserved R20150527 Single Wedgy Arms for 2‐Tier Strut Trapeze Fig 731 
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Provides support for Conduit and Cable Tray. Quick installa on and adjustment Wedgy arms are designed for punched or slo ed strut. Fasteners are selected and pre‐staked for Concrete, Steel or Wood a achments. Engineered as a COMPLETE ASSEMBLY! Assembly maximum capaci es vary by substrate and embedment. Refer to the guidelines on the next page and tables below for useable loads. Manufactured to ASTM A1023 and ASTM A931 Assembly contains: 2ea Cable assemblies with selected anchors 4ea Single Wedgys Cable Assembly Capacity1 3/32" Cable 126# 1/8" Cable 223# Contractor: Ship to address: PO# Order Date: **All orders are custom and therefore non‐cancellable and non‐returnable Fig 731 A (6**) B C Qty Fig 731 Fig 731 A A achment to Structure2 Concrete Connec ons Load Wood Connec ons 600‐1 Powers Pin & Clip (1‐1/8” Embed.)3 73# 640‐1 Wood Eyelag ‐ 1/4” x 3” 600‐2 Powers Pin & Clip (7/8” Embed.)3 42# 640‐2 Wood Eyelag ‐ 1/4” x 4” 600‐3 Ramset Pin & Clip (1‐1/8” Embed.)3 72# 640‐3 Wood Eyelag ‐ 1/4” x 5” 600‐4 Ramset Pin & Clip (3/4” Emb. NWC ONLY)3 119# 641 Timberpin 601‐1 90° Clip and 1/4” (5/16”) x 2” Tapcon 84# 642‐1 Wood Pull‐Down Clamp ‐ Nom. 2" 601‐2 90° Clip and 3/8” x 3” Tapcon 165# 642‐2 Wood Pull‐Down Clamp ‐ Nom. 4" 602‐1 90° Clip and 1/4” x 3‐1/4” Wedge Anchor 416# 642‐3 Wood Pull‐Down Clamp ‐ Nom. 6" 602‐2 90° Clip and 3/8” x 3” Wedge Anchor 605 Tie Wire Wedge Anchor (1/4" Dia.) 606 Tie Wire Spike Anchor (1/4" Dia.) Steel Connec ons 620 Loop Connec on 621‐1 Metal Eyelag ‐ 1/4" x 3/4” (2” OAL) 20g 200# Load B C Cable Diameter Cable Length
208# *02 3/32" Cable 208# *03 1/8" Cable 208# 77# 102# 102# 102# *01 *02 *03 *04 *05 *06 *07 3’ 6’ 9’ 12’ 15’ 18’ 21’ Load *08 24’ 77# 660 Pigtail Loop ‐ 20g Deck (No Fill) 53# 660 Pigtail Loop ‐ 20g Deck with LWC 102# 231# *09 *10 27’ 30’ Load 661 Rebar Tie ‐ 22g Deck (No Fill) 154# 223# 661 Rebar Tie ‐ 22g Deck with LWC 401# 96# 662 1/4"x5" Eyebolt (SDI Blue Banger) 193# *25 Custom Length Cast‐in‐Place Connec ons 96# 671 1/4"x4" Eyebolt (PIP Blue Banger) 193# 622 Bar Joist Pull‐down Clamp 231# Load 623 Hammer‐on Beam Clamp 621‐2 Metal Eyelag ‐ 1/4" x 2” (3‐1/4” OAL) 20g Angle Clip Only 154# 680‐1 90° Clip—Tied to 3/8" Lg. Hole N/A 624‐1 90° Clip and #10 HWH Self Driller (20g) 80# 680‐2 90° Clip—Tied to 3/16" Sm. Hole N/A 624‐2 90° Clip and #10 HWH Sharp Point (22g) 35# Footnotes: 1—Ul mate capaci es have been reduced to take into considera on eccentric loads on the trapeze 2—A achment Capaci es listed above are worst case. For values into specific substrate condi ons refer to tables on Pages 6‐10 3— For projects in Design Category C Ip>1.0 and D, E & F Ip=all Power Actuated Fasteners are limited to 90#. (OSHPD Projects 70#) © 2015 CEAS—All Rights Reserved R20150527 Single Wedgy Arms for 2‐Tier Strut Trapeze Fig 731 How to determine the Wedgy Complete Assembly Capacity 1,2 Step 1: A) Determine the capacity of the a achment to structure. (Listed in column A or on Pages 6‐10) Cable Assembly Capacity3 B) Determine the Cable Assembly Capacity. 3/32" Cable 126# 1/8" Cable 223# Step 2: The lessor of the 2 values is the Wedgy Complete Assembly Capacity Example Actual
Capacity Variable Variable Capacity A achment to Structure 600-1 Pin and Clip
73#
X 2 = 146# X 2 = Cable Assembly Capacity 3/32” Cable
Wedgy Complete Assembly Capacity Footnotes: 1 — Capaci es noted are for each individual er of the trapeze. The total Weight per Linear Foot of the u lity for each er must be calculated and can not exceed the capacity of the a achment to structure. 2 — Capaci es shown are for the cable assembly and a achment to structure only. The trapeze is not taken into considera on. 3 — Capaci es are reduced to account for the poten al of eccentric loading on trapezes Refer to page GN‐5 for conduit weights to determine support spacing requirements © 2015 CEAS—All Rights Reserved R20150527 Wedgy Cable Tray – Direct Connect with 2 Supports Fig 735 
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Provides support for Basket Tray. Quick installa on and adjustment Wedgy arms are connected directly to the tray to eliminate the need for strut and hardware. Fasteners are selected and pre‐staked for Concrete, Steel or Wood a achments. Engineered as a COMPLETE ASSEMBLY! Assembly maximum capaci es vary by substrate and embedment. Refer to the guidelines on the next page and tables below for useable loads. Manufactured to ASTM A1023 and ASTM A931 
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Assembly contains: 2ea Cable arms with selected anchors 2ea Wedgys Contractor: Ship to address: PO# Order Date: **All orders are custom and therefore non‐cancellable and non‐returnable Cable Assembly Capacity 1/16" Cable 77# 3/32" Cable 158# 1/8" Cable 314# Fig 735 A (6**) B C Qty Fig 735 Fig 735 A A achment to Structure1 Concrete Connec ons Load Wood Connec ons Load B C Cable Diameter Cable Length
600‐1 Powers Pin & Clip (1‐1/8” Embed.)2 600‐2 Powers Pin & Clip (7/8” Embed.)2 600‐3 Ramset Pin & Clip (1‐1/8” Embed.)2 600‐4 Ramset Pin & Clip (3/4” Emb. NWC ONLY)2 601‐1 90° Clip and 1/4” (5/16”) x 2” Tapcon 601‐2 90° Clip and 3/8” x 3” Tapcon 602‐1 90° Clip and 1/4” x 3‐1/4” Wedge Anchor 95# 55# 94# 155# 110# 215# 541# 640‐1 Wood Eyelag ‐ 1/4” x 3” 640‐2 Wood Eyelag ‐ 1/4” x 4” 640‐3 Wood Eyelag ‐ 1/4” x 5” 641 Timberpin 642‐1 Wood Pull‐Down Clamp ‐ Nom. 2" 642‐2 Wood Pull‐Down Clamp ‐ Nom. 4" 642‐3 Wood Pull‐Down Clamp ‐ Nom. 6" 602‐2 90° Clip and 3/8” x 3” Wedge Anchor 261# Load 605 Tie Wire Wedge Anchor (1/4" Dia.) 606 Tie Wire Spike Anchor (1/4" Dia.) 100# 70# 660 Pigtail Loop ‐ 20g Deck (No Fill) 660 Pigtail Loop ‐ 20g Deck with LWC 133# 300# Cast‐in‐Place Connec ons 270# 270# 270# 100# 133# 133# 133# *01 1/16" Cable *02 3/32" Cable *03 1/8" Cable *01 *02 *03 *04 *05 *06 *07 3’ 6’ 9’ 12’ 15’ 18’ 21’ *08 24’ *09 *10 27’ 30’ Load 661 Rebar Tie ‐ 22g Deck (No Fill) 200# 620 Loop Connec on 621‐1 Metal Eyelag ‐ 1/4" x 3/4” (2” OAL) 20g 314# 125# 661 Rebar Tie ‐ 22g Deck with LWC 662 1/4"x5" Eyebolt (SDI Blue Banger) 521# 250# *25 Custom Length 621‐2 Metal Eyelag ‐ 1/4" x 2” (3‐1/4” OAL) 20g 125# 671 1/4"x4" Eyebolt (PIP Blue Banger) 250# Load Steel Connec ons 622 Bar Joist Pull‐down Clamp 300# 623 Hammer‐on Beam Clamp 200# 680‐1 90° Clip—Tied to 3/8" Lg. Hole N/A 104# 680‐2 90° Clip—Tied to 3/16" Sm. Hole N/A 624‐1 90° Clip and #10 HWH Self Driller (20g) Angle Clip Only 624‐2 90° Clip and #10 HWH Sharp Point (22g) 46# Footnotes: 1—A achment Capaci es listed above are worst case. For values into specific substrate condi ons refer to tables on Pages 6‐10 2—For projects in Design Category C Ip>1.0 and D, E & F Ip=all Power Actuated Fasteners are limited to 90#. (OSHPD Projects 70#) © 2015 CEAS—All Rights Reserved R20150527 Wedgy Cable Tray – Direct Connect with 2 Supports Fig 735 How to determine the Wedgy Complete Assembly Capacity Step 1: A) Determine the capacity of the a achment to structure and mul ply the capacity by 2. (Listed in column A or on Pages 6‐10) B) Determine the Cable Assembly Capacity and mul ply the capacity by 2. Cable Assembly Capacity Step 2: 1/16" Cable 77# The lessor of the 3 values is the Wedgy Complete Assembly Capacity 3/32" Cable 158# 1/8" Cable Example Variable Capacity 314# Actual
Wedgy Complete Assembly Capacity © 2015 CEAS—All Rights Reserved R20150527 Wedgy Cable Tray – Direct Connect with “Y” ‐ Upper Adjust Fig 736 
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Assembly contains: 1ea Cable assembly with selected anchor 1ea Wedgy 2ea Lower connec ons Cable Assembly Capacity 1/16" Cable 77# 3/32" Cable 158# 1/8" Cable 216# Provides support for Basket Tray. Quick installa on and adjustment Wedgy arms are connected directly to the tray to eliminate the need for strut and hardware. Fasteners are selected and pre‐staked for Concrete, Steel or Wood a achments. Engineered as a COMPLETE ASSEMBLY! Assembly maximum capaci es vary by substrate and embedment. Refer to the guidelines on the next page and tables below for useable loads. Manufactured to ASTM A1023 and ASTM A931 Contractor: Ship to address: PO# Order Date: **All orders are custom and therefore non‐cancellable and non‐returnable A (6**) B C Fig 736 Fig 736 A Concrete Connec ons Load Wood Connec ons Load E *01 1/16" Cable *02 3/32" Cable *03 1/8" Cable 640‐1 Wood Eyelag ‐ 1/4” x 3” 640‐2 Wood Eyelag ‐ 1/4” x 4” 640‐3 Wood Eyelag ‐ 1/4” x 5” 641 Timberpin 642‐1 Wood Pull‐Down Clamp ‐ Nom. 2" 642‐2 Wood Pull‐Down Clamp ‐ Nom. 4" 642‐3 Wood Pull‐Down Clamp ‐ Nom. 6" 602‐2 90° Clip and 3/8” x 3” Wedge Anchor 261# Load 605 Tie Wire Wedge Anchor (1/4" Dia.) 606 Tie Wire Spike Anchor (1/4" Dia.) 100# 70# 660 Pigtail Loop ‐ 20g Deck (No Fill) 660 Pigtail Loop ‐ 20g Deck with LWC 133# 300# Cast‐in‐Place Connec ons D “Y” “Y” Length Connec on 95# 55# 94# 155# 110# 215# 541# 270# 270# 270# 100# 133# 133# 133# C Qty Cable Diameter Cable Length
600‐1 Powers Pin & Clip (1‐1/8” Embed.)2 600‐2 Powers Pin & Clip (7/8” Embed.)2 600‐3 Ramset Pin & Clip (1‐1/8” Embed.)2 600‐4 Ramset Pin & Clip (3/4” Emb. NWC ONLY)2 601‐1 90° Clip and 1/4” (5/16”) x 2” Tapcon 601‐2 90° Clip and 3/8” x 3” Tapcon 602‐1 90° Clip and 1/4” x 3‐1/4” Wedge Anchor E B A achment to Structure1 D Fig 736 *01 *02 *03 *04 *05 *06 *07 3’ 6’ 9’ 12’ 15’ 18’ 21’ *01 *02 *03 *04 *05 *06 *25 6” Snap *01 Hook 12” 18” *02 Wedgy 24” *25 Other 30” 36” ? *08 24’ *09 *10 27’ 30’ Load 661 Rebar Tie ‐ 22g Deck (No Fill) 200# 620 Loop Connec on 621‐1 Metal Eyelag ‐ 1/4" x 3/4” (2” OAL) 20g 216# 125# 661 Rebar Tie ‐ 22g Deck with LWC 662 1/4"x5" Eyebolt (SDI Blue Banger) 521# 250# *25 Custom Length 621‐2 Metal Eyelag ‐ 1/4" x 2” (3‐1/4” OAL) 20g 125# 671 1/4"x4" Eyebolt (PIP Blue Banger) 250# Load Steel Connec ons 622 Bar Joist Pull‐down Clamp 300# 623 Hammer‐on Beam Clamp 200# 680‐1 90° Clip—Tied to 3/8" Lg. Hole N/A 104# 680‐2 90° Clip—Tied to 3/16" Sm. Hole N/A 624‐1 90° Clip and #10 HWH Self Driller (20g) Angle Clip Only 624‐2 90° Clip and #10 HWH Sharp Point (22g) 46# Footnotes: 1—A achment Capaci es listed above are worst case. For values into specific substrate condi ons refer to tables on Pages 6‐10 2—For projects in Design Category C Ip>1.0 and D, E & F Ip=all Power Actuated Fasteners are limited to 90#. (OSHPD Projects 70#) © 2015 CEAS—All Rights Reserved R20150527 Wedgy Cable Tray – Direct Connect with “Y” ‐ Upper Adjust Fig 736 How to determine the Wedgy Complete Assembly Capacity Step 1: A) Determine the capacity of the a achment to structure. (Listed in column A or on Pages 6‐10) Cable Assembly Capacity B) Determine the Cable Assembly Capacity. 1/16" Cable 77# Step 2: 3/32" Cable 158# 1/8" Cable 216# The lessor of the 2 values is the Wedgy Complete Assembly Capacity Example Variable Actual
Cap. Variable Cap. A achment to Structure 600-1 Pin and Clip
95#
Cable Assembly Capacity 3/32” Cable
Wedgy Complete Assembly Capacity © 2015 CEAS—All Rights Reserved R20150527 Wedgy Cable Tray – Direct Connect with “Y” ‐ Lower Adjust Fig 737 
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Provides support for Basket Tray. Quick installa on and adjustment Wedgy arms are connected directly to the tray to eliminate the need for strut and hardware. Fasteners are selected and pre‐staked for Concrete, Steel or Wood a achments. Engineered as a COMPLETE ASSEMBLY! Assembly maximum capaci es vary by substrate and embedment. Refer to the guidelines on the next page and tables below for useable loads. Manufactured to ASTM A1023 and ASTM A931 
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Assembly contains: 1ea Cable assembly with selected anchor 1ea Wedgy 2ea Lower connec ons Contractor: Ship to address: PO# Order Date: **All orders are custom and therefore non‐cancellable and non‐returnable Cable Assembly Capacity 1/16" Cable 63# 3/32" Cable 143# 1/8" Cable 216# A (6**) B C Fig 737 Fig 737 A Concrete Connec ons Load Wood Connec ons Load D E *01 1/16" Cable *02 3/32" Cable *03 1/8" Cable 640‐1 Wood Eyelag ‐ 1/4” x 3” 640‐2 Wood Eyelag ‐ 1/4” x 4” 640‐3 Wood Eyelag ‐ 1/4” x 5” 641 Timberpin 642‐1 Wood Pull‐Down Clamp ‐ Nom. 2" 642‐2 Wood Pull‐Down Clamp ‐ Nom. 4" 642‐3 Wood Pull‐Down Clamp ‐ Nom. 6" 602‐2 90° Clip and 3/8” x 3” Wedge Anchor 261# Load 605 Tie Wire Wedge Anchor (1/4" Dia.) 606 Tie Wire Spike Anchor (1/4" Dia.) 100# 70# 660 Pigtail Loop ‐ 20g Deck (No Fill) 660 Pigtail Loop ‐ 20g Deck with LWC 133# 300# Cast‐in‐Place Connec ons C “Y” “Y” Length Connec on 95# 55# 94# 155# 110# 215# 541# 270# 270# 270# 100# 133# 133# 133# Qty Cable Diameter Cable Length
600‐1 Powers Pin & Clip (1‐1/8” Embed.)2 600‐2 Powers Pin & Clip (7/8” Embed.)2 600‐3 Ramset Pin & Clip (1‐1/8” Embed.)2 600‐4 Ramset Pin & Clip (3/4” Emb. NWC ONLY)2 601‐1 90° Clip and 1/4” (5/16”) x 2” Tapcon 601‐2 90° Clip and 3/8” x 3” Tapcon 602‐1 90° Clip and 1/4” x 3‐1/4” Wedge Anchor E B A achment to Structure1 D Fig 737 *01 *02 *03 *04 *05 *06 *07 3’ 6’ 9’ 12’ 15’ 18’ 21’ *01 *02 *03 *04 *05 *06 *25 6” Snap *01 Hook 12” 18” *02 Wedgy 24” *25 Other 30” 36” ? *08 24’ *09 *10 27’ 30’ Load 661 Rebar Tie ‐ 22g Deck (No Fill) 200# 620 Loop Connec on 621‐1 Metal Eyelag ‐ 1/4" x 3/4” (2” OAL) 20g 216# 125# 661 Rebar Tie ‐ 22g Deck with LWC 662 1/4"x5" Eyebolt (SDI Blue Banger) 521# 250# *25 Custom Length 621‐2 Metal Eyelag ‐ 1/4" x 2” (3‐1/4” OAL) 20g 125# 671 1/4"x4" Eyebolt (PIP Blue Banger) 250# Load Steel Connec ons 622 Bar Joist Pull‐down Clamp 300# 623 Hammer‐on Beam Clamp 200# 680‐1 90° Clip—Tied to 3/8" Lg. Hole N/A 104# 680‐2 90° Clip—Tied to 3/16" Sm. Hole N/A 624‐1 90° Clip and #10 HWH Self Driller (20g) Angle Clip Only 624‐2 90° Clip and #10 HWH Sharp Point (22g) 46# Footnotes: 1—A achment Capaci es listed above are worst case. For values into specific substrate condi ons refer to tables on Pages 6‐10 2—For projects in Design Category C Ip>1.0 and D, E & F Ip=all Power Actuated Fasteners are limited to 90#. (OSHPD Projects 70#) © 2015 CEAS—All Rights Reserved R20150527 Wedgy Cable Tray – Direct Connect with “Y” ‐ Lower Adjust Fig 737 How to determine the Wedgy Complete Assembly Capacity Step 1: A) Determine the capacity of the a achment to structure. (Listed in column A or on Pages 6‐10) Cable Assembly Capacity B) Determine the Cable Assembly Capacity. 1/16" Cable 63# Step 2: 3/32" Cable 143# The lessor of the 2 values is the Wedgy Complete Assembly Capacity 1/8" Cable 216# Example Variable Actual
95#
Wedgy Complete Assembly Capacity © 2015 CEAS—All Rights Reserved R20150527 Ceiling Mounted Light Fixture with 2 Common Safety Cables Fig 750 
Assembly contains: 1ea Assembly with 2ea Cable arms connected to 1ea selected anchors 2ea Wedgys Provides safety cables for ceiling mounted light fixtures.  2 cables are connected to a single anchor minimizing the number of a achments.  Fasteners are selected and pre‐staked for Concrete, Steel or Wood a achments.  Engineered as a COMPLETE ASSEMBLY!  Assembly maximum capaci es vary by substrate and embedment. Refer to the guidelines on the next page and tables below for useable loads.  Manufactured to ASTM A1023 and ASTM A931 Contractor: Ship to address: PO# Order Date: **All orders are custom and therefore non‐cancellable and non‐returnable Cable Assembly Capacity 1/16" Cable 77# 3/32" Cable 158# 1/8" Cable 314# Fig 750 A (6**) B C Qty Fig 750 Fig 750 A A achment to Structure1 Concrete Connec ons Load Wood Connec ons Load B C Cable Diameter Cable Length 600‐1 Powers Pin & Clip (1‐1/8” Embed.)2 600‐2 Powers Pin & Clip (7/8” Embed.)2 600‐3 Ramset Pin & Clip (1‐1/8” Embed.)2 600‐4 Ramset Pin & Clip (3/4” Emb. NWC ONLY)2 601‐1 90° Clip and 1/4” (5/16”) x 2” Tapcon 601‐2 90° Clip and 3/8” x 3” Tapcon 602‐1 90° Clip and 1/4” x 3‐1/4” Wedge Anchor 95# 55# 94# 155# 110# 215# 541# 640‐1 Wood Eyelag ‐ 1/4” x 3” 640‐2 Wood Eyelag ‐ 1/4” x 4” 640‐3 Wood Eyelag ‐ 1/4” x 5” 641 Timberpin 642‐1 Wood Pull‐Down Clamp ‐ Nom. 2" 642‐2 Wood Pull‐Down Clamp ‐ Nom. 4" 642‐3 Wood Pull‐Down Clamp ‐ Nom. 6" 602‐2 90° Clip and 3/8” x 3” Wedge Anchor 261# Load 605 Tie Wire Wedge Anchor (1/4" Dia.) 606 Tie Wire Spike Anchor (1/4" Dia.) 100# 70# 660 Pigtail Loop ‐ 20g Deck (No Fill) 660 Pigtail Loop ‐ 20g Deck with LWC 133# 300# Cast‐in‐Place Connec ons 270# 270# 270# 100# 133# 133# 133# *01 1/16" Cable *02 3/32" Cable *03 1/8" Cable *01 *02 *03 *04 *05 *06 *07 3’ 6’ 9’ 12’ 15’ 18’ 21’ *08 24’ *09 *10 27’ 30’ Load 661 Rebar Tie ‐ 22g Deck (No Fill) 200# 620 Loop Connec on 621‐1 Metal Eyelag ‐ 1/4" x 3/4” (2” OAL) 20g 314# 125# 661 Rebar Tie ‐ 22g Deck with LWC 662 1/4"x5" Eyebolt (SDI Blue Banger) 521# 250# *25 Custom Length 621‐2 Metal Eyelag ‐ 1/4" x 2” (3‐1/4” OAL) 20g 125# 671 1/4"x4" Eyebolt (PIP Blue Banger) 250# Load Steel Connec ons 622 Bar Joist Pull‐down Clamp 300# 623 Hammer‐on Beam Clamp 200# 680‐1 90° Clip—Tied to 3/8" Lg. Hole N/A 104# 680‐2 90° Clip—Tied to 3/16" Sm. Hole N/A 624‐1 90° Clip and #10 HWH Self Driller (20g) Angle Clip Only 624‐2 90° Clip and #10 HWH Sharp Point (22g) 46# Footnotes: 1—A achment Capaci es listed above are worst case. For values into specific substrate condi ons refer to tables on Pages 6‐10 2—For projects in Design Category C Ip>1.0 and D, E & F Ip=all Power Actuated Fasteners are limited to 90#. (OSHPD Projects 70#) © 2015 CEAS—All Rights Reserved R20150527 Ceiling Mounted Light Fixture with 2 Common Safety Cables Fig 750 How to determine the Wedgy Complete Assembly Capacity Step 1: A) Determine the capacity of the a achment to structure. (Listed in column A or on Pages 6‐10) Cable Assembly Capacity B) Determine the Cable Assembly Capacity. 1/16" Cable 77# Step 2: 3/32" Cable 158# The lessor of the 2 values is the Wedgy Complete Assembly Capacity 1/8" Cable 314# Example Variable Actual
95#
Wedgy Complete Assembly Capacity © 2015 CEAS—All Rights Reserved R20150527 Ceiling Mounted Light Fixture with 4 Common Safety Cables Fig 752 
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Assembly contains: 1ea Assembly with 4ea Cable arms connected to 1ea selected anchor 4ea Wedgys Designed as a support for ceiling mounted light fixtures. 4 cables are connected to a single anchor minimizing the number of a achments. Fasteners are selected and pre‐staked for Concrete, Steel or Wood a achments. Engineered as a COMPLETE ASSEMBLY! Assembly maximum capaci es vary by substrate and embedment. Refer to the guidelines on the next page and tables below for useable loads. Manufactured to ASTM A1023 and ASTM Contractor: Ship to address: PO# Order Date: **All orders are custom and therefore non‐cancellable and non‐returnable Cable Assembly Capacity 1/16" Cable 77# 3/32" Cable 158# 1/8" Cable 314# Fig 752 Fig 752 Fig 752 A (6**) B C Qty A A achment to Structure1 Concrete Connec ons Load Wood Connec ons Load B C Cable Diameter Cable Length
600‐1 Powers Pin & Clip (1‐1/8” Embed.)2 600‐2 Powers Pin & Clip (7/8” Embed.)2 600‐3 Ramset Pin & Clip (1‐1/8” Embed.)2 600‐4 Ramset Pin & Clip (3/4” Emb. NWC ONLY)2 601‐1 90° Clip and 1/4” (5/16”) x 2” Tapcon 601‐2 90° Clip and 3/8” x 3” Tapcon 602‐1 90° Clip and 1/4” x 3‐1/4” Wedge Anchor 95# 55# 94# 155# 110# 215# 541# 640‐1 Wood Eyelag ‐ 1/4” x 3” 640‐2 Wood Eyelag ‐ 1/4” x 4” 640‐3 Wood Eyelag ‐ 1/4” x 5” 641 Timberpin 642‐1 Wood Pull‐Down Clamp ‐ Nom. 2" 642‐2 Wood Pull‐Down Clamp ‐ Nom. 4" 642‐3 Wood Pull‐Down Clamp ‐ Nom. 6" 602‐2 90° Clip and 3/8” x 3” Wedge Anchor 261# Load 605 Tie Wire Wedge Anchor (1/4" Dia.) 606 Tie Wire Spike Anchor (1/4" Dia.) 100# 70# 660 Pigtail Loop ‐ 20g Deck (No Fill) 660 Pigtail Loop ‐ 20g Deck with LWC 133# 300# Cast‐in‐Place Connec ons 270# 270# 270# 100# 133# 133# 133# *01 1/16" Cable *02 3/32" Cable *03 1/8" Cable *01 *02 *03 *04 *05 *06 *07 3’ 6’ 9’ 12’ 15’ 18’ 21’ *08 24’ *09 *10 27’ 30’ Load 661 Rebar Tie ‐ 22g Deck (No Fill) 200# 620 Loop Connec on 621‐1 Metal Eyelag ‐ 1/4" x 3/4” (2” OAL) 20g 314# 125# 661 Rebar Tie ‐ 22g Deck with LWC 662 1/4"x5" Eyebolt (SDI Blue Banger) 521# 250# *25 Custom Length 621‐2 Metal Eyelag ‐ 1/4" x 2” (3‐1/4” OAL) 20g 125# 671 1/4"x4" Eyebolt (PIP Blue Banger) 250# Load Steel Connec ons 622 Bar Joist Pull‐down Clamp 300# 623 Hammer‐on Beam Clamp 200# 680‐1 90° Clip—Tied to 3/8" Lg. Hole N/A 104# 680‐2 90° Clip—Tied to 3/16" Sm. Hole N/A 624‐1 90° Clip and #10 HWH Self Driller (20g) Angle Clip Only 624‐2 90° Clip and #10 HWH Sharp Point (22g) 46# Footnotes: 1—A achment Capaci es listed above are worst case. For values into specific substrate condi ons refer to tables on Pages 6‐10 2—For projects in Design Category C Ip>1.0 and D, E & F Ip=all Power Actuated Fasteners are limited to 90#. (OSHPD Projects 70#) © 2015 CEAS—All Rights Reserved R20150527 Ceiling Mounted Light Fixture with 4 Common Safety Cables Fig 752 How to determine the Wedgy Complete Assembly Capacity Step 1: A) Determine the capacity of the a achment to structure. (Listed in column A or on Pages 6‐10) Cable Assembly Capacity B) Determine the Cable Assembly Capacity. 1/16" Cable 77# Step 2: 3/32" Cable 158# The lessor of the 2 values is the Wedgy Complete Assembly Capacity 1/8" Cable 314# Example Variable Actual
95#
Wedgy Complete Assembly Capacity © 2015 CEAS—All Rights Reserved R20150527 Ceiling Mounted Light Fixture with 1 Individual Safety Cable Fig 755 
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Provides a safety cable for ceiling mounted light fixtures. Fasteners are selected and pre‐staked for Concrete, Steel or Wood a achments. Engineered as a COMPLETE ASSEMBLY! Assembly maximum capaci es vary by substrate and embedment. Refer to the guidelines on the next page and tables below for useable loads. Manufactured to ASTM A1023 and ASTM A931 Assembly contains: 1ea Cable arm with selected anchor 1ea Wedgy Contractor: Ship to address: PO# Order Date: **All orders are custom and therefore non‐cancellable and non‐returnable Cable Assembly Capacity 1/16" Cable 77# 3/32" Cable 158# 1/8" Cable 314# A (6**) B C Qty Fig 755 Fig 755 Fig 755 A A achment to Structure1 Concrete Connec ons Load Wood Connec ons Load B C Cable Diameter Cable Length
600‐1 Powers Pin & Clip (1‐1/8” Embed.)2 600‐2 Powers Pin & Clip (7/8” Embed.)2 600‐3 Ramset Pin & Clip (1‐1/8” Embed.)2 600‐4 Ramset Pin & Clip (3/4” Emb. NWC ONLY)2 601‐1 90° Clip and 1/4” (5/16”) x 2” Tapcon 601‐2 90° Clip and 3/8” x 3” Tapcon 602‐1 90° Clip and 1/4” x 3‐1/4” Wedge Anchor 95# 55# 94# 155# 110# 215# 541# 640‐1 Wood Eyelag ‐ 1/4” x 3” 640‐2 Wood Eyelag ‐ 1/4” x 4” 640‐3 Wood Eyelag ‐ 1/4” x 5” 641 Timberpin 642‐1 Wood Pull‐Down Clamp ‐ Nom. 2" 642‐2 Wood Pull‐Down Clamp ‐ Nom. 4" 642‐3 Wood Pull‐Down Clamp ‐ Nom. 6" 602‐2 90° Clip and 3/8” x 3” Wedge Anchor 261# Load 605 Tie Wire Wedge Anchor (1/4" Dia.) 606 Tie Wire Spike Anchor (1/4" Dia.) 100# 70# 660 Pigtail Loop ‐ 20g Deck (No Fill) 660 Pigtail Loop ‐ 20g Deck with LWC 133# 300# Load 661 Rebar Tie ‐ 22g Deck (No Fill) 200# 620 Loop Connec on 621‐1 Metal Eyelag ‐ 1/4" x 3/4” (2” OAL) 20g 314# 125# 661 Rebar Tie ‐ 22g Deck with LWC 662 1/4"x5" Eyebolt (SDI Blue Banger) 521# 250# 621‐2 Metal Eyelag ‐ 1/4" x 2” (3‐1/4” OAL) 20g 125# 671 1/4"x4" Eyebolt (PIP Blue Banger) 250# Steel Connec ons Cast‐in‐Place Connec ons 270# 270# 270# 100# 133# 133# 133# *01 1/16" Cable *02 3/32" Cable *03 1/8" Cable *01 *02 *03 *04 *05 *06 *07 3’ 6’ 9’ 12’ 15’ 18’ 21’ *08 24’ *09 *10 27’ 30’ *25 Custom Length 622 Bar Joist Pull‐down Clamp 300# Load 623 Hammer‐on Beam Clamp 200# 680‐1 90° Clip—Tied to 3/8" Lg. Hole N/A 104# 680‐2 90° Clip—Tied to 3/16" Sm. Hole N/A 624‐1 90° Clip and #10 HWH Self Driller (20g) Angle Clip Only 624‐2 90° Clip and #10 HWH Sharp Point (22g) 46# Footnotes: 1—A achment Capaci es listed above are worst case. For values into specific substrate condi ons refer to tables on Pages 6‐10 2—For projects in Design Category C Ip>1.0 and D, E & F Ip=all Power Actuated Fasteners are limited to 90#. (OSHPD Projects 70#) © 2015 CEAS—All Rights Reserved R20150527 Ceiling Mounted Light Fixture with 1 Individual Safety Cable Fig 755 How to determine the Wedgy Complete Assembly Capacity Step 1: A) Determine the capacity of the a achment to structure. (Listed in column A or on Pages 6‐10) Cable Assembly Capacity B) Determine the Cable Assembly Capacity. 1/16" Cable 77# Step 2: 3/32" Cable 158# The lessor of the 2 values is the Wedgy Complete Assembly Capacity 1/8" Cable 314# Example Variable Actual
95#
Wedgy Complete Assembly Capacity © 2015 CEAS—All Rights Reserved R20150527 Ceiling Mounted Light Fixture with 2 Individual Safety Cables Fig 756 
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Provides 2 safety cables for ceiling mounted light fixtures. Fasteners are selected and pre‐staked for Concrete, Steel or Wood a achments. Engineered as a COMPLETE ASSEMBLY! Assembly maximum capaci es vary by substrate and embedment. Refer to the guidelines on the next page and tables below for useable loads. Manufactured to ASTM A1023 and ASTM A931 Assembly contains: 2ea Cable arms with selected anchors 2ea Wedgys Contractor: Ship to address: PO# Order Date: **All orders are custom and therefore non‐cancellable and non‐returnable Cable Assembly Capacity 1/16" Cable 77# 3/32" Cable 158# 1/8" Cable 314# A (6**) B C Qty Fig 756 Fig 756 Fig 756 A A achment to Structure1 Concrete Connec ons Load Wood Connec ons Load B C Cable Diameter Cable Length
600‐1 Powers Pin & Clip (1‐1/8” Embed.)2 600‐2 Powers Pin & Clip (7/8” Embed.)2 600‐3 Ramset Pin & Clip (1‐1/8” Embed.)2 600‐4 Ramset Pin & Clip (3/4” Emb. NWC ONLY)2 601‐1 90° Clip and 1/4” (5/16”) x 2” Tapcon 601‐2 90° Clip and 3/8” x 3” Tapcon 602‐1 90° Clip and 1/4” x 3‐1/4” Wedge Anchor 95# 55# 94# 155# 110# 215# 541# 640‐1 Wood Eyelag ‐ 1/4” x 3” 640‐2 Wood Eyelag ‐ 1/4” x 4” 640‐3 Wood Eyelag ‐ 1/4” x 5” 641 Timberpin 642‐1 Wood Pull‐Down Clamp ‐ Nom. 2" 642‐2 Wood Pull‐Down Clamp ‐ Nom. 4" 642‐3 Wood Pull‐Down Clamp ‐ Nom. 6" 602‐2 90° Clip and 3/8” x 3” Wedge Anchor 261# Load 605 Tie Wire Wedge Anchor (1/4" Dia.) 606 Tie Wire Spike Anchor (1/4" Dia.) 100# 70# 660 Pigtail Loop ‐ 20g Deck (No Fill) 660 Pigtail Loop ‐ 20g Deck with LWC 133# 300# Load 661 Rebar Tie ‐ 22g Deck (No Fill) 200# 620 Loop Connec on 621‐1 Metal Eyelag ‐ 1/4" x 3/4” (2” OAL) 20g 314# 125# 661 Rebar Tie ‐ 22g Deck with LWC 662 1/4"x5" Eyebolt (SDI Blue Banger) 521# 250# 621‐2 Metal Eyelag ‐ 1/4" x 2” (3‐1/4” OAL) 20g 125# 671 1/4"x4" Eyebolt (PIP Blue Banger) 250# Steel Connec ons Cast‐in‐Place Connec ons 270# 270# 270# 100# 133# 133# 133# *01 1/16" Cable *02 3/32" Cable *03 1/8" Cable *01 *02 *03 *04 *05 *06 *07 3’ 6’ 9’ 12’ 15’ 18’ 21’ *08 24’ *09 *10 27’ 30’ *25 Custom Length 622 Bar Joist Pull‐down Clamp 300# Load 623 Hammer‐on Beam Clamp 200# 680‐1 90° Clip—Tied to 3/8" Lg. Hole N/A 104# 680‐2 90° Clip—Tied to 3/16" Sm. Hole N/A 624‐1 90° Clip and #10 HWH Self Driller (20g) Angle Clip Only 624‐2 90° Clip and #10 HWH Sharp Point (22g) 46# Footnotes: 1—A achment Capaci es listed above are worst case. For values into specific substrate condi ons refer to tables on Pages 6‐10 2—For projects in Design Category C Ip>1.0 and D, E & F Ip=all Power Actuated Fasteners are limited to 90#. (OSHPD Projects 70#) © 2015 CEAS—All Rights Reserved R20150527 Ceiling Mounted Light Fixture with 2 Individual Safety Cables Fig 756 How to determine the Wedgy Complete Assembly Capacity Step 1: A) Determine the capacity of the a achment to structure. (Listed in column A or on Pages 6‐10) Cable Assembly Capacity B) Determine the Cable Assembly Capacity. 1/16" Cable 77# Step 2: 3/32" Cable 158# 1/8" Cable 314# The lessor of the 2 values is the Wedgy Complete Assembly Capacity Example Variable Capacity Actual
Wedgy Complete Assembly Capacity © 2015 CEAS—All Rights Reserved R20150527 Ceiling mounted Light Fixture with 4 Individual Safety Cables Fig 757 
Provides 4 support cables for ceiling mounted light fixtures.  Fasteners are selected and pre‐staked for Concrete, Steel or Wood a achments.  Engineered as a COMPLETE ASSEMBLY!  Assembly maximum capaci es vary by substrate and embedment. Refer to the guidelines on the next page and tables below for useable loads. 
Manufactured to ASTM A1023 and ASTM Assembly contains: 4ea Cable arms with selected anchors 4ea Wedgys Contractor: Ship to address: PO# Order Date: **All orders are custom and therefore non‐cancellable and non‐returnable Cable Assembly Capacity 1/16" Cable 77# 3/32" Cable 158# 1/8" Cable 314# A (6**) B C Qty Fig 757 Fig 757 Fig 757 A A achment to Structure1 Concrete Connec ons Load Wood Connec ons Load B C Cable Diameter Cable Length
600‐1 Powers Pin & Clip (1‐1/8” Embed.)2 600‐2 Powers Pin & Clip (7/8” Embed.)2 600‐3 Ramset Pin & Clip (1‐1/8” Embed.)2 600‐4 Ramset Pin & Clip (3/4” Emb. NWC ONLY)2 601‐1 90° Clip and 1/4” (5/16”) x 2” Tapcon 601‐2 90° Clip and 3/8” x 3” Tapcon 602‐1 90° Clip and 1/4” x 3‐1/4” Wedge Anchor 95# 55# 94# 155# 110# 215# 541# 640‐1 Wood Eyelag ‐ 1/4” x 3” 640‐2 Wood Eyelag ‐ 1/4” x 4” 640‐3 Wood Eyelag ‐ 1/4” x 5” 641 Timberpin 642‐1 Wood Pull‐Down Clamp ‐ Nom. 2" 642‐2 Wood Pull‐Down Clamp ‐ Nom. 4" 642‐3 Wood Pull‐Down Clamp ‐ Nom. 6" 602‐2 90° Clip and 3/8” x 3” Wedge Anchor 261# Load 605 Tie Wire Wedge Anchor (1/4" Dia.) 606 Tie Wire Spike Anchor (1/4" Dia.) 100# 70# 660 Pigtail Loop ‐ 20g Deck (No Fill) 660 Pigtail Loop ‐ 20g Deck with LWC 133# 300# Load 661 Rebar Tie ‐ 22g Deck (No Fill) 200# 620 Loop Connec on 621‐1 Metal Eyelag ‐ 1/4" x 3/4” (2” OAL) 20g 314# 125# 661 Rebar Tie ‐ 22g Deck with LWC 662 1/4"x5" Eyebolt (SDI Blue Banger) 521# 250# 621‐2 Metal Eyelag ‐ 1/4" x 2” (3‐1/4” OAL) 20g 125# 671 1/4"x4" Eyebolt (PIP Blue Banger) 250# Steel Connec ons Cast‐in‐Place Connec ons 270# 270# 270# 100# 133# 133# 133# *01 1/16" Cable *02 3/32" Cable *03 1/8" Cable *01 *02 *03 *04 *05 *06 *07 3’ 6’ 9’ 12’ 15’ 18’ 21’ *08 24’ *09 *10 27’ 30’ *25 Custom Length 622 Bar Joist Pull‐down Clamp 300# Load 623 Hammer‐on Beam Clamp 200# 680‐1 90° Clip—Tied to 3/8" Lg. Hole N/A 104# 680‐2 90° Clip—Tied to 3/16" Sm. Hole N/A 624‐1 90° Clip and #10 HWH Self Driller (20g) Angle Clip Only 624‐2 90° Clip and #10 HWH Sharp Point (22g) 46# Footnotes: 1—A achment Capaci es listed above are worst case. For values into specific substrate condi ons refer to tables on Pages 6‐10 2—For projects in Design Category C Ip>1.0 and D, E & F Ip=all Power Actuated Fasteners are limited to 90#. (OSHPD Projects 70#) © 2015 CEAS—All Rights Reserved R20150527 Ceiling mounted Light Fixture with 4 Individual Safety Cables Fig 757 How to determine the Wedgy Complete Assembly Capacity Step 1: A) Determine the capacity of the a achment to structure. (Listed in column A or on Pages 6‐10) Cable Assembly Capacity B) Determine the Cable Assembly Capacity. 1/16" Cable 77# Step 2: 3/32" Cable 158# The lessor of the 2 values is the Wedgy Complete Assembly Capacity 1/8" Cable 314# Example Variable Capacity Actual
Wedgy Complete Assembly Capacity © 2015 CEAS—All Rights Reserved R20150527 Wedgy Single Hung Pendant Fixture Support Fig 760 
Provides support for pendant hung light fixtures.  Fasteners are selected and pre‐staked for Concrete, Steel or Wood a achments.  Engineered as a COMPLETE ASSEMBLY!  Assembly maximum capaci es vary by substrate and embedment. Refer to the guidelines on the next page and tables below for useable loads. 
Assembly contains: 1ea Cable arm with selected anchor 1ea Wedgy Manufactured to ASTM A1023 and ASTM Contractor: Ship to address: PO# Order Date: **All orders are custom and therefore non‐cancellable and non‐returnable Cable Assembly Capacity 1/16" Cable 77# 3/32" Cable 158# 1/8" Cable 314# Fig 760 A (6**) B C Qty Fig 760 Fig 760 A A achment to Structure1 Concrete Connec ons Load Wood Connec ons Load B C Cable Diameter Cable Length
600‐1 Powers Pin & Clip (1‐1/8” Embed.)2 600‐2 Powers Pin & Clip (7/8” Embed.)2 600‐3 Ramset Pin & Clip (1‐1/8” Embed.)2 600‐4 Ramset Pin & Clip (3/4” Emb. NWC ONLY)2 601‐1 90° Clip and 1/4” (5/16”) x 2” Tapcon 601‐2 90° Clip and 3/8” x 3” Tapcon 602‐1 90° Clip and 1/4” x 3‐1/4” Wedge Anchor 95# 55# 94# 155# 110# 215# 541# 640‐1 Wood Eyelag ‐ 1/4” x 3” 640‐2 Wood Eyelag ‐ 1/4” x 4” 640‐3 Wood Eyelag ‐ 1/4” x 5” 641 Timberpin 642‐1 Wood Pull‐Down Clamp ‐ Nom. 2" 642‐2 Wood Pull‐Down Clamp ‐ Nom. 4" 642‐3 Wood Pull‐Down Clamp ‐ Nom. 6" 602‐2 90° Clip and 3/8” x 3” Wedge Anchor 261# Load 605 Tie Wire Wedge Anchor (1/4" Dia.) 606 Tie Wire Spike Anchor (1/4" Dia.) 100# 70# 660 Pigtail Loop ‐ 20g Deck (No Fill) 660 Pigtail Loop ‐ 20g Deck with LWC 133# 300# Load 661 Rebar Tie ‐ 22g Deck (No Fill) 200# 620 Loop Connec on 621‐1 Metal Eyelag ‐ 1/4" x 3/4” (2” OAL) 20g 314# 125# 661 Rebar Tie ‐ 22g Deck with LWC 662 1/4"x5" Eyebolt (SDI Blue Banger) 521# 250# 621‐2 Metal Eyelag ‐ 1/4" x 2” (3‐1/4” OAL) 20g 125# 671 1/4"x4" Eyebolt (PIP Blue Banger) 250# Steel Connec ons Cast‐in‐Place Connec ons 270# 270# 270# 100# 133# 133# 133# *01 1/16" Cable *02 3/32" Cable *03 1/8" Cable *01 *02 *03 *04 *05 *06 *07 3’ 6’ 9’ 12’ 15’ 18’ 21’ *08 24’ *09 *10 27’ 30’ *25 Custom Length 622 Bar Joist Pull‐down Clamp 300# Load 623 Hammer‐on Beam Clamp 200# 680‐1 90° Clip—Tied to 3/8" Lg. Hole N/A 104# 680‐2 90° Clip—Tied to 3/16" Sm. Hole N/A 624‐1 90° Clip and #10 HWH Self Driller (20g) Angle Clip Only 624‐2 90° Clip and #10 HWH Sharp Point (22g) 46# Footnotes: 1—A achment Capaci es listed above are worst case. For values into specific substrate condi ons refer to tables on Pages 6‐10 2—For projects in Design Category C Ip>1.0 and D, E & F Ip=all Power Actuated Fasteners are limited to 90#. (OSHPD Projects 70#) © 2015 CEAS—All Rights Reserved R20150527 Wedgy Single Hung Pendant Fixture Support Fig 760 How to determine the Wedgy Complete Assembly Capacity Step 1: A) Determine the capacity of the a achment to structure. (Listed in column A or on Pages 6‐10) Cable Assembly Capacity B) Determine the Cable Assembly Capacity. 1/16" Cable 77# Step 2: 3/32" Cable 158# The lessor of the 2 values is the Wedgy Complete Assembly Capacity 1/8" Cable 314# Example Variable Actual
95#
Wedgy Complete Assembly Capacity © 2015 CEAS—All Rights Reserved R20150527 Fastball 3 Way Splay for Single Hung Pendant Fixture Fig 761 
Provides Sway Restraint for pendant hung light fixtures.  Fasteners are selected and pre‐staked for Concrete, Steel or Wood a achments.  Engineered as a COMPLETE ASSEMBLY!  Assembly maximum capaci es vary by substrate and embedment. Refer to the guidelines on the next page and tables below for useable loads. 
Manufactured to ASTM A1023 and ASTM Contractor: Ship to address: PO# Order Date: **All orders are custom and therefore non‐cancellable and non‐returnable Assembly contains (Splay Arms Only): 1ea Short cable arm with selected anchor (C Op on) 1ea Long cable arm with selected anchor (2 X C Op on Length) 1ea Loose selected anchor without cable 1ea Wedgy 2ea Fastballs Maximum Fixture Weight 1/16" Cable 16# 3/32" Cable 39# 1/8" Cable 65# Fastball Capacity 1/16" Cable 32# 3/32" Cable 78# 1/8" Cable 130# A (6**) B C Qty Fig 761 Fig 761 Fig 761 A B C Cable Diameter Cable Length
1
A achment to Structure Concrete Connec ons 600‐1 Powers Pin & Clip (1‐1/8” Embed.)2 600‐2 Powers Pin & Clip (7/8” Embed.)2 600‐3 Ramset Pin & Clip (1‐1/8” Embed.)2 600‐4 Ramset Pin & Clip (3/4” Emb. NWC ONLY)2 603‐1 45° Clip and 1/4” (5/16”) x 2” Tapcon 603‐2 45° Clip and 3/8” x 3” Tapcon 604‐1 45° Clip and 1/4” x 3‐1/4” Wedge Anchor 604‐2 45° Clip and 3/8” x 3” Wedge Anchor 605 Tie Wire Wedge Anchor (1/4" Dia.) 606 Tie Wire Spike Anchor (1/4" Dia.) Wood Connec ons 145# 640‐3 Wood Eyelag ‐ 1/4” x 5” 120# 641 Timberpin Load Load 99# 140# *01 1/16" Cable Select the length of the short 100# *02 3/32" Cable cable. The length should be at Load *03 1/8" Cable least 1.5 mes the ver
cal drop Cast‐in‐Place Connec ons length. The long cable will be double the length selected. 410#
410#
*01 *02 *03 *04 *05 3’ 6’ 9’ 12’ 15’ *06 18’ 620 Loop Connec on 314# 45° Clip and 3/8” x 1‐1/4" Hex Bolt 672‐1 410#
(PIP143812 Blue Banger) 625‐1 45° Clip w/ #10 HWH Self Driller (20g) 99# 45° Clip and 3/8” x 1‐3/4" Hex Bolt 625‐2 45° Clip w/ #10 HWH Sharp Point (22g) 44# 672‐2 410#
627‐1 45° Clip w/2ea #10 HWH Self Drillers (20g) 198# (PIP381258 Blue Banger) *07 *08 *09 *10 21’ 24’ 27’ 30’ *25 Custom Length Steel Connec ons 627‐2 45° Clip w/2ea #10 HWH Sharp Point(20g) 120# Pigtail Loop ‐ 20g Deck (No Fill) 660 92# Pigtail Loop ‐ 20g Deck with LWC 1119# Rebar Tie ‐ 22g Deck (No Fill) 661 374# Rebar Tie ‐ 22g Deck with LWC 168# 45° Clip and 3/8” x 1‐1/2" Hex Bolt 663‐1 (SDI143812 Blue Banger) 90# 62# 45° Clip and 3/8” x 1‐3/4" Hex Bolt 663‐2 (SDI381258 Blue Banger) Load 88# Angle Clip Only 133# 300# 200# 521# Load Load 680‐1 45° Clip—Tied to 3/8" Lg. Hole Wood Connec ons N/A 640‐1 Wood Eyelag ‐ 1/4” x 3” 140# 680‐2 45° Clip—Tied to 3/16" Sm. Hole N/A 640‐2 Wood Eyelag ‐ 1/4” x 4” 140# Footnotes: 1—A achment Capaci es listed above are worst case. For values into specific substrate condi ons refer to tables on Pages 6‐10 2—For projects in Design Category C Ip>1.0 and D, E & F Ip=all Power Actuated Fasteners are limited to 90#. (OSHPD Projects 70#) © 2015 CEAS—All Rights Reserved R20150527 Fastball 3 Way Splay for Single Hung Pendant Fixture Fig 761 FASTBALL INSTALLATION INSTRUCTIONS Once you have inserted the cable into the Fastball twist the wing bolt un l it is res ng against the cable then turn an addi onal:  1 turn for 1/16” cable  1‐1/4 turns for 3/32” cable  1‐1/2 turns for 1/8” cable How to confirm the Wedgy Complete Assembly Capacity Step 1: Fastball Capacity A) Determine the capacity of the A achment to Structure. (Listed in column A or 1/16" Cable 32# on Pages 6‐10) 3/32" Cable 78# B) Select the cable diameter of the Brace Arms. 1/8" Cable 130# C) Determine the Demand Load at each Connec on to Structure. Demand Load = Fixture Weight X 2 (Brace Reac on Load Increase) Step 2: Confirm that the Demand Load is less than the Cable Assembly Capacity and A achment to Structure. Example Variable
A achment to Structure 600-1 Pin & Clip
Fastball Capacity 3/32" Cable
Actual
Capacity Variable
Capacity 145#
78#
Demand Load Fixture Wt. 30#
(X 2) = 60#
Fixture Wt. (X 2) = Confirm that the Demand
Load is less than either of
these values.
© 2015 CEAS—All Rights Reserved R20150527 Wedgy Pendant Hung Light Fixture Support Fig 770 
Provides support for pendant hung light fixtures.  Fasteners are selected and pre‐staked for Concrete, Steel or Wood a achments.  Engineered as a COMPLETE ASSEMBLY!  Assembly maximum capaci es vary by substrate and embedment. Refer to the guidelines on the next page and tables below for useable loads. 
Manufactured to ASTM A1023 and ASTM Assembly contains: 2ea Cable arm with selected anchor 2ea Wedgys Contractor: Ship to address: PO# Order Date: **All orders are custom and therefore non‐cancellable and non‐returnable Cable Assembly Capacity 1/16" Cable 77# 3/32" Cable 158# 1/8" Cable 314# Fig 770 A (6**) B C Qty Fig 770 Fig 770 A A achment to Structure1 Concrete Connec ons Load Wood Connec ons Load B C
Cable Diameter Cable Length 600‐1 Powers Pin & Clip (1‐1/8” Embed.)2 600‐2 Powers Pin & Clip (7/8” Embed.)2 600‐3 Ramset Pin & Clip (1‐1/8” Embed.)2 600‐4 Ramset Pin & Clip (3/4” Emb. NWC ONLY)2 601‐1 90° Clip and 1/4” (5/16”) x 2” Tapcon 601‐2 90° Clip and 3/8” x 3” Tapcon 602‐1 90° Clip and 1/4” x 3‐1/4” Wedge Anchor 95# 55# 94# 155# 110# 215# 541# 640‐1 Wood Eyelag ‐ 1/4” x 3” 640‐2 Wood Eyelag ‐ 1/4” x 4” 640‐3 Wood Eyelag ‐ 1/4” x 5” 641 Timberpin 642‐1 Wood Pull‐Down Clamp ‐ Nom. 2" 642‐2 Wood Pull‐Down Clamp ‐ Nom. 4" 642‐3 Wood Pull‐Down Clamp ‐ Nom. 6" 270# 270# 270# 100# 133# 133# 133# 602‐2 90° Clip and 3/8” x 3” Wedge Anchor 261# Load 605 Tie Wire Wedge Anchor (1/4" Dia.) 606 Tie Wire Spike Anchor (1/4" Dia.) 100# 70# 660 Pigtail Loop ‐ 20g Deck (No Fill) 660 Pigtail Loop ‐ 20g Deck with LWC Cast‐in‐Place Connec ons *01 1/16" Cable *02 3/32" Cable *03 1/8" Cable *01 *02 *03 *04 *05 *06 *07 3’ 6’ 9’ 12’ 15’ 18’ 21’ *08 24’ 133# 300# *09 *10 27’ 30’ Load 661 Rebar Tie ‐ 22g Deck (No Fill) 200# 620 Loop Connec on 621‐1 Metal Eyelag ‐ 1/4" x 3/4” (2” OAL) 20g 314# 125# 661 Rebar Tie ‐ 22g Deck with LWC 662 1/4"x5" Eyebolt (SDI Blue Banger) 521# 250# 621‐2 Metal Eyelag ‐ 1/4" x 2” (3‐1/4” OAL) 20g 125# 671 1/4"x4" Eyebolt (PIP Blue Banger) 250# Steel Connec ons *25 Custom Length 622 Bar Joist Pull‐down Clamp 300# Load 623 Hammer‐on Beam Clamp 200# 680‐1 90° Clip—Tied to 3/8" Lg. Hole N/A 104# 680‐2 90° Clip—Tied to 3/16" Sm. Hole N/A 624‐1 90° Clip and #10 HWH Self Driller (20g) Angle Clip Only 624‐2 90° Clip and #10 HWH Sharp Point (22g) 46# Footnotes: 1—A achment Capaci es listed above are worst case. For values into specific substrate condi ons refer to tables on Pages 6‐10 2—For projects in Design Category C Ip>1.0 and D, E & F Ip=all Power Actuated Fasteners are limited to 90#. (OSHPD Projects 70#) © 2015 CEAS—All Rights Reserved R20150527 Wedgy Pendant Hung Light Fixture Support Fig 770 How to determine the Wedgy Complete Assembly Capacity Step 1: A) Determine the capacity of the a achment to structure. (Listed in column A or on Pages 6‐10) Cable Assembly Capacity B) Determine the Cable Assembly Capacity. 1/16" Cable 77# Step 2: 3/32" Cable 158# The lessor of the 2 values is the Wedgy Complete Assembly Capacity 1/8" Cable 314# Example Variable Capacity Actual
Wedgy Complete Assembly Capacity © 2015 CEAS—All Rights Reserved R20150527 Fastball Pendant Fixture 4 Way Sway Splay Fig 771 
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The Fastball restrains 1/16”, 3/32” & 1/8” cable. The Fastball is quickly installed by inser ng the cable into the “V Groove” and ghtening a thumb screw. No Tools Required!!!! Fasteners are selected and pre‐staked for Concrete, Steel or Wood a achments. Engineered as a COMPLETE ASSEMBLY! Assembly maximum capaci es vary by substrate and embedment. Refer to the guidelines on the next page and tables below for useable loads. Manufactured to ASTM A1023 and ASTM A931 Contractor: Ship to address: PO# Order Date: **All orders are custom and therefore non‐cancellable and non‐returnable Assembly contains (Splay Arms Only): 2ea Splay Arms (3 mes the length of the ver cal drop to accommodate the splay) 2ea Fastballs 2ea Selected anchors without cable 2ea Wedgys (for the Splay Arms) Maximum Fixture Weight 1/16" Cable 44# 3/32" Cable 110# 1/8" Cable 184# Fastball Capacity 1/16" Cable 32# 3/32" Cable 78# 1/8" Cable 130# Fig 771 A (6**) B Fig 771 Fig 771 A A achment to Structure1 Concrete Connec ons 600‐1 Powers Pin & Clip (1‐1/8” Embed.)2 600‐2 Powers Pin & Clip (7/8” Embed.)2 Wood Connec ons 145# 640‐3 Wood Eyelag ‐ 1/4” x 5” 120# 641 Timberpin 600‐3 Ramset Pin & Clip (1‐1/8” Embed.)2 99# Load 600‐4 Ramset Pin & Clip (3/4” Emb. NWC ONLY)2 120# Cast‐in‐Place Connec ons Load C Qty B C Cable Diameter Cable Length
140# *01 1/16" Cable The length of the splay cables 100# *02 3/32" Cable should be at least 3 mes the Load *03 1/8" Cable ver
cal drop length. Pigtail Loop ‐ 20g Deck (No Fill) 133# *01 3’ Pigtail Loop ‐ 20g Deck with LWC 300# *02 6’ 200# 521# 410# 410# *03 *04 *05 *06 *07 9’ 12’ 15’ 18’ 21’ *08 24’ 620 Loop Connec on 314# 45° Clip and 3/8” x 1‐1/4" Hex Bolt 672‐1 410# (PIP143812 Blue Banger) 625‐1 45° Clip w/ #10 HWH Self Driller (20g) 99# 45° Clip and 3/8” x 1‐3/4" Hex Bolt 625‐2 45° Clip w/ #10 HWH Sharp Point (22g) 44# 672‐2 410# 627‐1 45° Clip w/2ea #10 HWH Self Drillers(20g) 198# (PIP381258 Blue Banger) *09 *10 *25 27’ 30’ Custom Length Load Load 680‐1 45° Clip—Tied to 3/8" Lg. Hole N/A 140# 680‐2 45° Clip—Tied to 3/16" Sm. Hole N/A 603‐1 45° Clip and 1/4” (5/16”) x 2” Tapcon 92# 660 603‐2 45° Clip and 3/8” x 3” Tapcon 1119# Rebar Tie ‐ 22g Deck (No Fill) 661 604‐1 45° Clip and 1/4” x 3‐1/4” Wedge Anchor 374# Rebar Tie ‐ 22g Deck with LWC 604‐2 45° Clip and 3/8” x 3” Wedge Anchor 168# 45° Clip and 3/8” x 1‐1/2" Hex Bolt 663‐1 (SDI143812 Blue Banger) 605 Tie Wire Wedge Anchor (1/4" Dia.) 90# 606 Tie Wire Spike Anchor (1/4" Dia.) 62# 45° Clip and 3/8” x 1‐3/4" Hex Bolt 663‐2 (SDI381258 Blue Banger) Load Steel Connec
ons 627‐2 45° Clip w/2ea #10 HWH Sharp Point(20g) Wood Connec ons 640‐1 Wood Eyelag ‐ 1/4” x 3” 88# Angle Clip Only 640‐2 Wood Eyelag ‐ 1/4” x 4” 140# Footnotes: 1—A achment Capaci es listed above are worst case. For values into specific substrate condi ons refer to tables on Pages 6‐10 2—For projects in Design Category C Ip>1.0 and D, E & F Ip=all Power Actuated Fasteners are limited to 90#. (OSHPD Projects 70#) © 2015 CEAS—All Rights Reserved R20150527 Fastball Pendant Fixture 4 Way Sway Splay Fig 771 FASTBALL INSTALLATION INSTRUCTIONS Once you have inserted the cable into the Fastball twist the wing bolt un l it is res ng against the cable then turn an addi onal:  1 turn for 1/16” cable  1‐1/4 turns for 3/32” cable  1‐1/2 turns for 1/8” cable How to confirm the Wedgy Complete Assembly Capacity Fastball Capacity Step 1: 32# A) Determine the capacity of the A achment to Structure. (Listed in column A or 1/16" Cable 3/32" Cable 78# on Pages 6‐10) 1/8" Cable 130# B) Select the cable diameter of the Brace Arms. C) Determine the Demand Load at each Connec on to Structure. Demand Load = Fixture Weight X 1.4 (Brace Reac on Load Increase) Step 2: Confirm that the Demand Load is less than the Cable Assembly Capacity and A achment to Structure. Example Variable
Actual
Capacity A achment to Structure 600-1 Pin & Clip
145#
78#
Variable
Capacity Demand Load Fixture Wt. 30# X 1.4 ÷ 2 = 21#
Fixture Wt. X 1.4 ÷ 2 = Confirm that the Demand
these values.
© 2015 CEAS—All Rights Reserved R20150527 Wedgy Pendant Fixture 4 Way Sway Splay Fig 772 
Provides a pre‐engineered and code compliant sway bracing solu on.  Fasteners are selected and pre‐staked for Concrete, Steel or Wood a achments.  Engineered as a COMPLETE ASSEMBLY!  Assembly maximum capaci es vary by substrate and embedment. Refer to the guidelines on the next page and tables below for useable loads. 
Manufactured to ASTM A1023 and ASTM A931 Assembly contains (Splay Arms Only): 4ea Splay Arms (1.5 mes the length of the ver cal drop to accommodate the splay) 4ea Selected anchors without cable 4ea Wedgys (for the Splay Arms) Contractor: Ship to address: PO# Order Date: **All orders are custom and therefore non‐cancellable and non‐returnable Cable Assembly Capacity 1/16" Cable 77# 3/32" Cable 158# 1/8" Cable 314# Fig 772 A (6**) B C Qty Fig 772 Fig 772 A A achment to Structure1 Concrete Connec ons 600‐1 Powers Pin & Clip (1‐1/8” Embed.)2 600‐2 Powers Pin & Clip (7/8” Embed.)2 Wood Connec ons 145# 640‐3 Wood Eyelag ‐ 1/4” x 5” 120# 641 Timberpin Load 600‐3 Ramset Pin & Clip (1‐1/8” Embed.)2 99# 2
Cast‐in‐Place Connec ons Load B C Cable Diameter Cable Length 140# *01 1/16" Cable The length of the splay cables mes the 100# *02 3/32" Cable should be at least 1.5 ver
cal drop length. Load *03 1/8" Cable 410# 410# *01 *02 *03 *04 *05 *06 *07 3’ 6’ 9’ 12’ 15’ 18’ 21’ *08 24’ 620 Loop Connec on 314# 45° Clip and 3/8” x 1‐1/4" Hex Bolt 672‐1 410# (PIP143812 Blue Banger) 625‐1 45° Clip w/ #10 HWH Self Driller (20g) 99# 45° Clip and 3/8” x 1‐3/4" Hex Bolt 625‐2 45° Clip w/ #10 HWH Sharp Point (22g) 44# 672‐2 410# 627‐1 45° Clip w/2ea #10 HWH Self Drillers(20g) 198# (PIP381258 Blue Banger) *09 *10 *25 27’ 30’ Custom Length 600‐4 Ramset Pin & Clip (3/4” Emb. NWC ONLY) 603‐1 45° Clip and 1/4” (5/16”) x 2” Tapcon 603‐2 45° Clip and 3/8” x 3” Tapcon 604‐1 45° Clip and 1/4” x 3‐1/4” Wedge Anchor 604‐2 45° Clip and 3/8” x 3” Wedge Anchor 605 Tie Wire Wedge Anchor (1/4" Dia.) 606 Tie Wire Spike Anchor (1/4" Dia.) Steel Connec ons 627‐2 45° Clip w/2ea #10 HWH Sharp Point(20g) 120# Pigtail Loop ‐ 20g Deck (No Fill) 660 92# Pigtail Loop ‐ 20g Deck with LWC 1119# Rebar Tie ‐ 22g Deck (No Fill) 661 374# Rebar Tie ‐ 22g Deck with LWC 168# 45° Clip and 3/8” x 1‐1/2" Hex Bolt 663‐1 (SDI143812 Blue Banger) 90# 62# 45° Clip and 3/8” x 1‐3/4" Hex Bolt 663‐2 (SDI381258 Blue Banger) Load 88# Angle Clip Only 133# 300# 200# 521# Load Load 680‐1 45° Clip—Tied to 3/8" Lg. Hole Wood Connec ons N/A 640‐1 Wood Eyelag ‐ 1/4” x 3” 140# 680‐2 45° Clip—Tied to 3/16" Sm. Hole N/A 640‐2 Wood Eyelag ‐ 1/4” x 4” 140# Footnotes: 1—A achment Capaci es listed above are worst case. For values into specific substrate condi ons refer to tables on Pages 6‐10 2—For projects in Design Category C Ip>1.0 and D, E & F Ip=all Power Actuated Fasteners are limited to 90#. (OSHPD Projects 70#) © 2015 CEAS—All Rights Reserved R20150527 Wedgy Pendant Fixture 4 Way Sway Splay Fig 772 Typical Splay Configura on Inverted Splay Configura on How to confirm the Wedgy Complete Assembly Capacity Cable Assembly Capacity Step 1: 1/16" Cable 77# A) Determine the capacity of the A achment to Structure. (Listed in column A or 3/32" Cable 158# on Pages 6‐10) 1/8" Cable 314# B) Select the cable diameter of the Brace Arms. C) Determine the Demand Load at each Connec on to Structure. Demand Load = Fixture Weight X 1.4 (Brace Reac on Load Increase) Step 2: Confirm that the Demand Load is less than the Cable Assembly Capacity and A achment to Structure. Example Variable
Actual
145#
158#
Variable
Capacity Demand Load Fixture Wt. 30# X 1.4 ÷ 2 = 21#
Fixture Wt. X 1.4 ÷ 2 = Confirm that the Demand
these values.
© 2015 CEAS—All Rights Reserved R20150527 Fastball Web Sway Bracing System 
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Fig 773 The Fastball restrains 1/16”, 3/32” & 1/8” cable. The Fastball is quickly installed by inser ng the cable into the “V Groove” and ghtening a thumb screw. No Tools Required!!!! Fasteners are selected and pre‐staked for Concrete, Steel or Wood a achments. Engineered as a COMPLETE ASSEMBLY! Assembly maximum capaci es vary by substrate and embedment. Refer to the guidelines on the next page and tables below for useable loads. Manufactured to ASTM A1023 and ASTM A931 Assembly contains: 1ea Specified length and dia. of cable 2ea Wedgys ?ea Specified quan ty of Fastballs Cable Assembly Capacity 1/16" Cable 77# 3/32" Cable 158# 1/8" Cable 314# Contractor: Ship to address: PO# Order Date: **All orders are custom and therefore non‐cancellable and non‐returnable Maximum Fixture Weight 1/16" Cable 32# 3/32" Cable 78# 1/8" Cable 130# Fig 773 A B Fig 773 Fig 773 Wall Connec on Concrete Connec ons Load 600‐1 Powers Pin & Clip (1‐1/8” Embed.)2 95# 600‐2 Powers Pin & Clip (7/8” Embed.)2 55# 600‐3 Ramset Pin & Clip (1‐1/8” Embed.)2 94# 600‐4 Ramset Pin & Clip (3/4” Emb. NWC ONLY)2 155# 601‐1 90° Clip and 1/4” x 1‐3/4” Wedge Bolt 500# 601‐2 90° Clip and 3/8” x 2‐1/2” Wedge Bolt 130# 602‐1 90° Clip and 1/4” x 2‐1/4” Wedge Anchor 541# 602‐2 90° Clip and 3/8” x 2‐3/4” Wedge Anchor 230# 605 Tie Wire Wedge Anchor (1/4" Dia.) 150# B C D Steel Connec ons Load Cable Diameter
Cable Length # of Fastballs per Cable3 620 Loop Connec on 621‐1 Metal Eyelag ‐ 1/4" x 3/4” (2” OAL) 20g 621‐2 Metal Eyelag ‐ 1/4" x 2” (3‐1/4” OAL) 20g Wood Connec ons 640‐1 Wood Eyelag ‐ 1/4” x 3” 640‐2 Wood Eyelag ‐ 1/4” x 4” 640‐3 Wood Eyelag ‐ 1/4” x 5” 641 Timberpin 314# *01 1/16" Cable *01 3’ 170# *02 3/32" Cable *02 6’ 170# *03 1/8" Cable *03 9’ *04 12’ Load *05 15’ 270# *06 18’ 270# *07 21’ 270# *08 24’ 100# Load N/A 680‐2 90° Clip—Tied to 3/16" Sm. Hole N/A Footnotes: 1—A achment Capaci es listed above are worst case. For values into specific substrate condi ons refer to tables on Pages 6‐10 2—For projects in Design Category C Ip>1.0 and D, E & F Ip=all Power Actuated Fasteners are limited to 90#. (OSHPD Projects 70#) 3—2ea Fastballs per fixture in the Longitudinal direc on and a minimum of 1ea per fixture in the Transverse direc on. 606 Tie Wire Spike Anchor (1/4" Dia.) Qty A D C 140# Angle Clip Only 680‐1 90° Clip—Tied to 3/8" Lg. Hole © 2015 CEAS—All Rights Reserved R20150527 Fastball Web Sway Bracing System Fig 773 FASTBALL INSTALLATION INSTRUCTIONS Once you have inserted the cable into the Fastball twist the wing bolt un l it is res ng against the cable then turn an addi onal:  1 turn for 1/16” cable  1‐1/4 turns for 3/32” cable  1‐1/2 turns for 1/8” cable Example
Layout
How to confirm the Wedgy Complete Assembly Capacity Maximum Fixture Weight 1/16" Cable 32# 3/32" Cable 78# 1/8" Cable 130# The following steps must be performed for each diﬀerent Transverse and Longitudinal scenario. Step 1: Select the minimum restraint cable diameter based on the max weight of each light fixture. Step 2: A) Determine the capacity of the A achment to Structure. (Listed in column A or on Pages 6‐10) B) Determine the Cable Assembly Capacity. C) Determine the Demand Load at the end of each Restraint Cable.1 Demand Load = Fixture Weight X Qty. X 1.4 (Brace Reac on Load Increase) Step 3: Confirm that the Demand Load is less than the Cable Assembly Capacity and A achment to Structure. Transverse Example Variable
95#
Cable Assembly Capacity 3/32" Cable
158#
Cable Assembly Capacity 1/16" Cable 77# 3/32" Cable 158# 1/8" Cable 314# Confirm that the Demand
Load does not exceed either of
these values.
Demand Load Fixture Wt. 20#
X 3ea X 1.4 = 84#
Longitudinal
Variable
Transverse
Capacity Variable
Capacity A achment to Structure Cable Assembly Capacity Demand Load Fixture Wt. X X 1.4 = Fixture Wt. X X 1.4 = Footnotes: 1—A achment Capaci es referenced are for a horizontal connec on to wall. When brace arms are a ached overhead refer to the combined tension and shear capaci es shown on the tables on Pages 6‐10. © 2015 CEAS—All Rights Reserved R20150527 GENERAL NOTES FOR ELECTRICAL SYSTEMS Wedgy Device Capaci es Wedgy Device Capaci es and Support Reduc on Requirements1 Device WEDGY1 WEDGY2 SW2 (16g)2 SW2 (12g)2 SWP22 Cable Dia 1/16" Cable 3/32" Cable 3/32" Cable 1/8" Cable 3/32" Cable 1/8" Cable 3/32" Cable 1/8" Cable 3/32" Cable 1/8" Cable 90° 77 lbs 158 lbs 158 lbs 314 lbs 75° 74 lbs 152 lbs 152 lbs
301 lbs 60° 67 lbs 137 lbs 137 lbs 273 lbs 45° 54 lbs 112 lbs 112 lbs 222 lbs 112 lbs 108 lbs 97 lbs 76 lbs 125 lbs 231 lbs 126 lbs 223 lbs 120 lbs 222 lbs 121 lbs 214 lbs 109 lbs 201 lbs 110 lbs 194 lbs 88 lbs 163 lbs 89 lbs 158 lbs Footnotes: 1—All capaci es shown are based on a 5:1 SWL (Safe Working Load) 2—In addi on to the SWL, capaci es shown for the SW2 and SWP2 have been reduced for eccentric loading WEDGY1 and WEDGY2 SW2 These reduc on factors apply when support arms are oriented Inbound or Outbound. SWP2 GN‐1 © 2015 CEAS—All Rights Reserved R20150527 How to Determine Loads at Support Loca ons Example: 10ea 3/4” EMT U lity Weight/LF = (10ea * .92 Lbs/Lf) = 9.2 Lbs/Lf (Refer to GN4 to Determine Conduit Weights/Lf) Support Spacing = 10’ O.C. Load Per Support = (9.2 Lbs/Lf * 10’ O.C.) = 92 Lbs Load Per Support Arm = (92 Lbs / 2 Arms) = 46 Lbs U lity Weight Per Linear Foot 10 lbs/Lf 15 lbs/Lf 20 lbs/Lf 25 lbs/Lf 30 lbs/Lf 35 lbs/Lf 40 lbs/Lf 45 lbs/Lf 50 lbs/Lf 5 feet 50 lbs 75 lbs 100 lbs 125 lbs 150 lbs 175 lbs 200 lbs 225 lbs 250 lbs 6 feet 60 lbs 90 lbs 120 lbs 150 lbs 180 lbs 210 lbs 240 lbs 270 lbs 300 lbs Never install 2 diﬀerent cables into 1 Wedgy device. Support Spacing 7 feet 8 feet 70 lbs 80 lbs 105 lbs 120 lbs 140 lbs 160 lbs 175 lbs 200 lbs 210 lbs 240 lbs 245 lbs 280 lbs 280 lbs 320 lbs 315 lbs 360 lbs 350 lbs 400 lbs 10 feet 100 lbs 150 lbs 200 lbs 250 lbs 300 lbs 350 lbs 400 lbs 450 lbs 500 lbs 12 feet 120 lbs 180 lbs 240 lbs 300 lbs 360 lbs 420 lbs 480 lbs 540 lbs 600 lbs If cables need to be extended a loop‐to‐loop connec on may be a solu on. The capacity of this connec on is significantly less than the cable itself. Call CEAS Tech Support to discuss op ons. 877‐GOO‐CEAS GN‐2 © 2015 CEAS—All Rights Reserved R20150527 SUPPORT REQUIREMENTS FOR CEILING MOUNTED LIGHT FIXTURES 2012 Interna onal Building Code Requirements ‐ Seismic Design Category C, D, E and F All Fixtures < 10# A minimum of two a achment devices are required to secure each fixture to the ceil‐
ing grid. The a achment device shall have the capacity of suppor ng 100 % of the ligh ng fixture weight ac ng in any direc on. Shall be a ached to the ceiling system with a posi ve clamping device that complete‐
ly surrounds the suppor ng members. Safety wires shall be a ached between the clamping device and the adjacent ceiling hanger or to the structure above. In no case shall the fixture exceed the design carrying capacity of the suppor ng members. Provide 1ea safety wire to the fixture housing Fixtures 10# > 56# Provide 2ea safety wires to the fixture housing Fixtures > 56# Shall be independently supported from the structure above by approved hangers Surface‐mounted ligh ng fixtures 2010 & 2013 California Building Code Requirements ‐ Seismic Design Category C (Ip=1.5) and D, E and F (Ip=All) All Surface‐mounted ligh ng fixtures Fixtures < 56# Fixtures > 56# A minimum of two a achment devices are required to secure each fixture to the ceiling grid. The a achment device shall have the capacity of suppor ng 100 % of the ligh ng fixture weight ac ng in any direc on. Shall be a ached to the ceiling system with a posi ve clamping devices made of material with a minimum of 14g that completely surrounds the suppor ng members. Rota onal spring catches do not comply. Safety wires shall be a ached between the clamping device and the adjacent ceiling hanger or to the structure above. In no case shall the fixture exceed the design carrying capacity of the suppor ng members. Provide addi onal supports when the light fixture exceeds 8’. Provide 2ea safety wires to the fixture housing at diagonal corners Must be independently supported from the structure by a minimum of 4ea direct supports to structure designed with a 4:1 safety factor. All lightweight miscellaneous devices, such as strobe lights, speakers, etc. 10# > 20# Provide 1ea safety wire to the fixture housing Misc. Devices > 20# Provide 2ea safety wires to the fixture housing at diagonal corners GN‐3 © 2015 CEAS—All Rights Reserved R20150527 SUPPORT REQUIREMENTS FOR PENDANT MOUNTED LIGHT FIXTURES 2010 & 2013 California Building Code and 2012 Interna onal Building Code1 Seismic Design Category C D, E & F Ip2 Support and Restraint Requirements >1.0 ≥ 1.0 Light fixtures, lighted signs and ceiling fans are not required to sa sfy the seis‐
mic force requirements as long as the following criteria are met: The fixtures have been engineered to accommodate loads equal to 1.4 mes the fixture weight ac ng simultaneously in the ver cal and hori‐
zontal direc on and applied at the point of support. Fixtures are free to swing 45° in all direc ons and not cause damaging im‐
pact to themselves or surrounding u li es. Where impact could po‐
ten ally occur, fixtures must be “Sway Braced”. The connec on to the structure shall allow a 360° range of mo on in the horizontal plane. Fixtures supported by hollow rods, or other support mechanisms shall be pro‐
vided with a “safety cable” a ached directly to the fixture and directly to com‐
petent suppor ng structure above. The safety cable, its connec ons, and sup‐
ports shall be designed to support a load of at least 1.4 mes the weight of the fixture ac ng simultaneously in the ver cal and horizontal direc on and ap‐
plied at the point of lateral support. 1 – Requirements are per ASCE7‐10 13.6.1 2 – Ip refers to importance factor of the component. GN‐4 © 2015 CEAS—All Rights Reserved R20150527 SEISMIC BRACING REQUIREMENTS FOR ELECTRICAL SERVICES 2010 & 2013 California Building Code and 2012 Interna onal Building Code Seismic Design Category A and B C Ip1 Service Bracing Requirements All 1.0 C >1.0 D, E, F >1.0 EXCEPTIONS ALL No Bracing Required No Bracing Required Brace Conduit > 2‐1/2” Trade Size2 Brace Trapeze Assemblies Suppor ng Raceways > 10 lbs/lf Brace Conduit > 2‐1/2” Trade Size2 Brace Trapeze Assemblies Suppor ng Raceways > 10 lbs/lf Light Fixtures Suspended From the Structure Having A achments Designed To Accommodate 1.4 x Weight In Both the Ver cal and Horizontal Direc ons and With 360° Range of Mo on. And In‐Lay Ceiling Grid Light Fixtures < 56 Lbs With Safety Wires Per ASTM E580. 1 – Ip refers to importance factor of the component. 2 – Contact ISAT Seismic Bracing technical support for informa on about 2013 CBC OSHPD Type I & IV requirements. Contact ISAT for addi onal informa on regarding Seismic Bracing www.ISATsb.com or 877‐999‐ISAT BASIC ELEMENT WEIGHTS FOR ELECTRICAL CONDUIT ELECTRICAL METALLIC TUBING (EMT) ‐ THINWALL CONDUIT GALVANIZED RIGID CONDUIT (GRC) Conduit + Weight of Weight of Conductor Weight Trade Size Inch Conduit Lbs/Lf Conductor Lbs/Lf Lbs/Lf Conduit + Weight of Weight of Conductor Weight Trade Size Inch Conduit Lbs/Lf Conductor Lbs/Lf Lbs/Lf 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 0.3 0.46 0.67 1.01 1.16 1.48 2.16 2.63 3.49 3.93 0.24 0.46 0.71 1.32 2.20 3.30 4.12 6.97 8.45 9.14 0.54 0.92 1.38 2.33 3.36 4.78 6.28 9.60 11.94 13.07 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4 5 6 0.82 1.09 1.61 2.18 2.63 3.50 5.59 7.27 8.80 10.30 14.00 18.40 0.24 0.46 0.71 1.32 2.20 3.30 4.12 6.97 8.45 9.14 16.95 39.30 1.06 1.55 2.32 3.50 4.83 6.80 9.71 14.24 17.25 19.44 30.95 57.70 GN‐5 © 2015 CEAS—All Rights Reserved R20150527 Submittal Request Form
Once completed, email the form to
[email protected] or fax it to (714) 522-3648
INNOVATION SINCE 1977
Company Name:
Company Address:
Contact Name:
Contact Telephone:
Contact Email:
Project Name:
Project Address:
Wedgy 700 Assemblies: (Select all that apply)
Fig 700
Fig 724
Fig 726
Fig 727
Fig 728
Fig 729
Fig 730
Fig 731
Fig 735
Fig 736
Fig 737
Fig 750
Fig 752
Fig 755
Fig 756
Fig 757
Fig 760
Fig 761
Fig 770
Fig 771
Fig 772
Fig 773
Wedgy Single Hung Pipe and Conduit Support
Wedgy Trapeze with EMT Snap‐in Clips
Wedgy Strut Trapeze
Wedgy 2‐Tier Strut Trapeze
Wedgy CRC Cable Tray Support
Wedgy 2‐Tier CRC Cable Tray Support
Single Wedgy Arms for Strut Trapeze
Single Wedgy Arms for 2‐Tier Strut Trapeze
Wedgy Cable Tray – Direct Connect with 2 Supports
Wedgy Cable Tray Direct Connect with “Y” Upper Adjust
Wedgy Cable Tray Direct Connect with “Y” Lower Adjust
Ceiling Mounted Light Fixture with 2 Common Safety Cables
Ceiling Mounted Light Fixture with 4 Common Safety Cables
Ceiling Mounted Light Fixture with 1 Individual Safety Cable
Ceiling Mounted Light Fixture with 2 Individual Safety Cables
Ceiling mounted Light Fixture with 4 Individual Safety Cables
Wedgy Single Hung Pendant Fixture Support
Fastball 3 Way Splay for Single Hung Pendant Fixture
Wedgy Pendant Hung Light Fixture Support
Fastball Pendant Fixture 4 Way Sway Splay
Fastball Web Sway Bracing System
Fastball Web Sway Bracing System
Additional Products
2009 IBC
2013 CBC
2012 IBC
OSHPD
2010 CBC
BAA Compliant
Other
Fastener Options: (Select all that apply)
Concrete Attachments
*600-1
*600-2
*600-3
*600-4
*601-1
*601-2
*602-1
*602-2
*603-1
*603-2
*604-1
*604-2
*605
*605
Powers 1-1/8” Pin and Clip
Powers 7/8” Pin and Clip
Ramset 1-1/8” Pin and Clip
Ramset 3/4” Pin and Clip
5/16” x 2” Tapcon Concrete 90° Screw Anchor (1/4” Hole in Concrete Required)
1/4” x 3-1/4” Concrete 90° Wedge Anchor (Not for use in cracked concrete)
3/8” x 3” Concrete 90° Wedge Anchor
3/8” x 3” Tapcon Concrete Screw 45° Anchor (3/8” Hole in Concrete Required)
1/4” x 3-1/4” Concrete 45° Wedge Anchor (Not for use in cracked concrete)
3/8” x 3” Concrete 45° Wedge Anchor
Tie Wire Wedge Bolt
Tie Wire Spike Anchor
*620
*621-1
*621-2
*622
*623
*624-1
*624-2
*625-1
*625-2
*626-1
*626-2
*627-1
*627-2
loop Connection
Metal Eyelag - 1/4” x 3/4” (2” OAL)
Metal Eyelag - 1/4” x 2” (3-1/4” OAL)
Bar Joist Pull-down Clamp
Hammer-on Beam Clamp
AB90—90° Clip and #10 Hex Washer Head Self Driller
AB90—90° Clip and #10 Hex Washer Head Sharp Point
AB45—45° Clip and #10 HWH Self Driller
AB45—45° Clip and #10 HWH Sharp Point (20g)
SP90—90° Clip and 2ea #10 Hex Washer Head Self Driller
SP90—90° Clip and 2ea #10 Hex Washer Head Sharp Point
SP45—45° Clip and 2ea #10 HWH Self Driller (18g)
SP45—45° Clip and 2ea #10 HWH Sharp Point (20g)
*640-1
*640-2
*640-3
*641
*642-1
*642-2
*642-3
*643
*644
Timberpin
Wood Pull-Down Clamp - Nom. 2” Lumber
AB90—90° Clip and 1/4” x 2-1/2” Hex Lag
AB90—45° Clip and 1/4” x 2-1/2” Hex Lag
*660
*661
*662
*663-1
*663-2
Pigtail Loop - Into 20g Metal Deck with NO CONCRETE FILL
Rebar Tie - Into 22g Metal Deck with NO CONCRETE FILL
1/4”x5” Eyebolt (SDI143812 Blue Banger)
45° Clip and 3/8” x 1-1/2” Hex Bolt (SDI143812 Blue Banger)
45° Clip and 3/8” x 1-3/4” Hex Bolt (SDI381258 Blue Banger)
Steel/Metal Attachments
Wood Attachments
Metal Deck—Cast-in-Place Connections
Form Pour—Cast-in-Place Connections
*671 1/4”x4” Eyebolt (PIP143812 Blue Banger)
*672-1 45° Clip and 3/8” x 1-1/4” Hex Bolt (PIP143812 Blue Banger)
*672-2 45° Clip and 3/8” x 1-3/4” Hex Bolt (PIP381258 Blue Banger)

Electrical and Low Voltage Contractors

Transcription

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