Seismic Bracing
Fig. 909 - No-Thread Swivel Sway Brace Attachment
Seismic Bracing
Size Range: 1" (25mm) bracing pipe. For brace pipe sizes larger than
1" (25mm), use Fig. 980. Available with holes for 1⁄2”-13 thru 3⁄4”-10 fastener
attachment.
Material: Steel, hardened cone point set bolt
Function: The structural component of a sway and seismic bracing system.
Features: This product’s design incorporates a concentric attachment
opening which is critical to the performance of structural seismic connections.
NFPA 13 indicates clearly that fastener table load values are based only on
concentric loading. No threading of the bracing pipe is required. Open design
allows for easy inspection of pipe engagement.
Application Note: Fig. 909 is used in conjunction with the Fig. 1000,
Fig. 1001, Fig. 4A or Fig. 4L or other approved TOLCO attachment to pipe,
and joined together with bracing pipe. Sway brace assemblies are intended to
be installed in accordance with NFPA 13. The required type, number and size
of fasteners used for the structure attachment fitting shall be in accordance
with NFPA 13.
Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada
(cUL).
D
Set Bolt
Included
A
B
Installation Instructions: Fig. 909 is the structural or transitional attachment
component of a longitudinal or lateral sway brace assembly. It is intended to
be combined with the "bracing pipe" and TOLCO "braced pipe" attachment,
Fig. 1000, 1001, 4A, or other approved TOLCO attachment to pipe to form a
complete bracing assembly. NFPA 13 guidelines should be followed.
Mounting Hardware
Is Not Included
To Install: Place the Fig. 909 onto the bracing pipe. Tighten the set bolt
until the head bottoms out on surface. Attachment can pivot for adjustment
to proper brace angle.
Finish: Plain or Electro-Galvanized. Contact B-Line for alternative finishes and
materials.
Order By: Figure number, fastener attachment size and finish.
Part
Number
Mounting Hole
D
Brace
Pipe Size
A
(mm)
in. (mm)
in. (mm)
17/32” (13.5)
1” (25)
1” (25)
1” (25)
6” (152.4)
6” (152.4)
6” (152.4)
in.
909-1/2 *
909-5/8
909-3/4
11/16” (17.5)
13/16” (20.6)
B
in.
Max. Design
Load
Approx.
Wt./100
(mm)
lbs. (kN)
lbs.
(kg)
15/8” (41.3)
15/8” (41.3)
15/8” (41.3)
2015 (8.96)
2015 (8.96)
2015 (8.96)
91
90
89
(41.3)
(40.8)
(40.4)
* Standard size.
Important! - For load information when using Fig. 909 with pre-installed or post-installed concrete anchors in
compliance with NFPA 13 (2016) or ASCE 7-10, including prying factors, see load tables on pages AL1 thru AL21.
Eaton’s B-Line Business seismic bracing components are designed to be compatible only with other B-Line bracing components,
resulting in a listed seismic bracing assembly. B-Line’s warranty for seismic bracing components will be the warranty provided in
B-Line’s standard terms and conditions of sale made available by B-Line, except that, in addition to the other exclusions from
B-Line’s warranty, Eaton’s B-line Business makes no warranty relating to B-Line’s seismic bracing components that are combined
with products not provided by Eaton’s B-Line Business.
All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified.
Fire Protection Solutions
63
Revised 11/30/2015
Seismic Bracing
Fig. 910 - Threaded Swivel Sway Brace Attachment
Size Range: 1" (25mm) bracing pipe. For brace pipe sizes larger than 1" (25mm),
use Fig. 980. Available with holes for 1⁄2”-13 thru 3⁄4”-10 fastener attachment.
Seismic Bracing
Material: Steel
Function: For bracing pipe against sway and seismic disturbances. The
building attachment component of a sway brace system; the Fig. 910 is used
in conjunction with the Fig. 1001, Fig. 1000 or with a Fig. 4A, Fig. 4L, or
Fig. 4LA pipe clamp and joined together with a brace pipe per NFPA 13.
D
A
B
Features: This product’s design incorporates a concentric attachment
opening which is critical to the performance of structural seismic connections.
NFPA 13 (2010) 9.3.5.8.4 indicates that fastener table load values are based
only on concentric loading. Universal swivel design allows Fig. 910 to be
attached at any surface angle.
E
C
Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada
(cUL). Included in our Seismic Restraints Catalog approved by the State of
California Office of Statewide Health Planning and Development (OSHPD,
OPA-0300). For additional load, spacing and placement information relating to
OSHPD projects, please refer to the TOLCO Seismic Restraint Systems
Guidelines.
F
Mounting Hardware
Is Not Included
Installation Instructions: Fig. 910 is a structural or transitional attachment
component of a longitudinal or lateral sway brace assembly. It is intended to
be combined with the "bracing pipe", and TOLCO "braced pipe" attachment,
Fig. 1000, Fig. 1001, Fig. 4A, Fig. 4L or Fig. 4LA to form a complete bracing
assembly. Follow NFPA 13 and/or OSHPD guidelines.
To Install: Thread the pipe into the Fig. 910 until pipe threads are visible
through inspection site hole. Attachment can pivot for adjustment to proper
brace angle.
Note: Fig. 910 swivel attachment and Fig. 1001, Fig. 1000, Fig. 4A Fig. 4L, or
Fig. 4LA pipe clamps make up a sway brace system of (UL) Listed attachments
and bracing materials which satisfies the requirements of Underwriters
Laboratories and the National Fire Protection Association (NFPA).
Finish: Electro-Galvanized. Contact B-Line for alternative finishes and materials.
Order By: Figure number, pipe size, fastener attachment size, and finish.
Lateral Brace
Part
Number
Brace
Pipe Size
in. (mm)
910-1 X 1/2
910-1 X 5/8
910-1 X 3/4
A
in.
B
(mm)
in.
Mounting
Hole D
C
(mm)
in. (mm)
in.
(mm)
E
in.
Max. Design
Load
F
(mm)
in.
(mm)
lbs.
25/16” (58.7)
(kN)
Approx.
Wt./100
lbs. (kg)
2” (50.8)
11/2” (38.1)
3” (76.2)
9/16” (14.3)
2”
(50.8)
1600 (8.96)
88 (39.9)
1” (25)
2” (50.8)
11/2” (38.1)
3” (76.2)
11/16” (17.5)
25/16” (58.7)
2”
(50.8)
1600 (8.96)
87 (39.4)
1” (25)
2” (50.8)
11/2” (38.1)
3” (76.2)
13/16” (20.6)
25/16” (58.7)
2”
(50.8)
1600 (8.96)
86 (39.0)
1” (25)
Important! - For load information when using Fig. 910 with pre-installed or post-installed concrete anchors in
compliance with NFPA 13 (2016) or ASCE 7-10, including prying factors, see load tables on pages AL1 thru AL21.
Eaton’s B-Line Business seismic bracing components are designed to be compatible only with other B-Line bracing components,
resulting in a listed seismic bracing assembly. B-Line’s warranty for seismic bracing components will be the warranty provided in
B-Line’s standard terms and conditions of sale made available by B-Line, except that, in addition to the other exclusions from
B-Line’s warranty, Eaton’s B-line Business makes no warranty relating to B-Line’s seismic bracing components that are combined
with products not provided by Eaton’s B-Line Business.
All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified.
Revised 11/30/2015
64
Fire Protection Solutions
Seismic Bracing
Fig. 980 - Universal Swivel Sway Brace Attachment - 3/8” to 3/4”
Size Range: One size fits bracing pipe 1" (25mm) thru 2" (50mm), B-Line
12 gauge (2.6mm) channel, and all structural steel up to 1/4" (31.7mm) thick.
Seismic Bracing
Material: Steel
Function: Multi-functional attachment to structure or braced pipe fitting.
Features: This product’s design incorporates a concentric attachment
opening which is critical to the performance of structural seismic connections.
NFPA 13 indicates clearly that fastener table load values are based only on
concentric loading. Mounts to any surface angle. Break off bolt head assures
verification of proper installation.
D
A
Installation: Fig.980 is the structural or transitional attachment component
of a longitudinal or lateral sway brace assembly. It is intended to be combined
with the "bracing pipe" and TOLCO "braced pipe" attachment, Fig. 1000, 1001,
2002, 4L, 4A or approved attachment to pipe to form a complete bracing
assembly. NFPA 13 guidelines should be followed.
B
Set Bolt
Included
Mounting Hardware
Is Not Included
To Install: Place the Fig. 980 onto the "bracing pipe". Tighten the set bolt until
the head breaks off. Attachment can pivot for adjustment to proper brace angle.
Approvals: —Underwriters Laboratories Listed in the USA (UL) and
Canada (cUL).
For FM Approval information refer to page 67.
Note: Fig. 980 Swivel Attachment and Fig. 1001, 1000, 2002, 4A or approved
attachment to pipe that make up a sway brace system of UL Listed attachments
and bracing materials which satisfies the requirements of Underwriters
Laboratories and the National Fire Protection Association (NFPA)
Finish: Plain, Electro-Galvanized or Stainless Steel. Contact B-Line for
alternative finishes.
Order By: Figure number and finish.
Fig. 980
Pat. #6,273,372, Pat. #6,517,030, Pat. #6,953,174,
Pat. #6,708,930, Pat. #7,191,987, Pat. #7,441,730,
Pat. #7,669,806
Fig. 4L
Lateral Brace
Part
Number
Mtg. Hdw.
Size
A
B
Mounting Hole
D
in. (mm)
in.
(mm)
in.
(mm)
980-3/8
3/8” (9.5)
17/8”
17/8”
17/8”
17/8”
(47.6)
13/32” (10.3)
1/2” (12.7)
51/4”
51/4”
51/4”
51/4”
(133.3)
980-1/2 *
980-5/8
980-3/4
(47.6)
17/32” (13.5)
(47.6)
11/16” (17.5)
(47.6)
13/16” (20.5)
5/8” (15.9)
3/4” (19.0)
(133.3)
(133.3)
(133.3)
in.
(mm)
Max. Design
Load (cULus)
Longitudinal
Brace
Approx.
Wt./100
in.
(mm)
lbs.
(kg)
2015
2015
2015
2015
(8.96)
149
148
147
146
(67.6)
(8.96)
(8.96)
(8.96)
(67.1)
(66.7)
(66.2)
* Standard size.
Important! - For load information when using Fig. 980 with pre-installed or post-installed concrete anchors in
compliance with NFPA 13 (2016) or ASCE 7-10, including prying factors, see load tables on pages AL1 thru AL21.
Eaton’s B-Line Business seismic bracing components are designed to be compatible only with other B-Line bracing components,
resulting in a listed seismic bracing assembly. B-Line’s warranty for seismic bracing components will be the warranty provided in
B-Line’s standard terms and conditions of sale made available by B-Line, except that, in addition to the other exclusions from
B-Line’s warranty, Eaton’s B-line Business makes no warranty relating to B-Line’s seismic bracing components that are combined
with products not provided by Eaton’s B-Line Business.
All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified.
66
Fire Protection Solutions
Seismic Bracing
Fig. 980 - Universal Swivel Sway Brace Attachment - 3/8” to 3/4”
Seismic Bracing
Size Range: One size fits bracing pipe 1" (25mm) thru 2" (50mm), B-Line
12 gauge (2.6mm) channel, and all structural steel up to 1/4" (31.7mm) thick.
Material: Steel
Function: Multi-functional attachment to structure or braced pipe fitting.
Features: This product’s design incorporates a concentric attachment
opening which is critical to the performance of structural seismic connections.
NFPA 13 indicates clearly that fastener table load values are based only on
concentric loading. Mounts to any surface angle. Break off bolt head assures
verification of proper installation.
D
A
B
Installation: Fig.980 is the structural or transitional attachment component
of a longitudinal or lateral sway brace assembly. It is intended to be combined
with the "bracing pipe" and TOLCO "braced pipe" attachment, Fig. 1000, 1001,
4L, or other TOLCO approved attachment to pipe to form a complete bracing
assembly. NFPA 13 guidelines should be followed.
Set Bolt
Included
Mounting Hardware
Is Not Included
To Install: Place the Fig. 980 onto the "bracing pipe". Tighten the set bolt until
the head breaks off. Attachment can pivot for adjustment to proper brace angle.
Approvals: —Approved by Factory Mutual Engineering (FM).
For UL Listed information refer to page 66.
Note: Fig. 980 Swivel Attachment and Fig. 1000, 1001, 4L or other TOLCO
approved attachment to pipe that make up a sway brace system of UL Listed
attachments and bracing materials which satisfies the requirements of
Underwriters Laboratories and the National Fire Protection Association (NFPA)
Finish: Plain, Electro-Galvanized or Stainless Steel. Contact B-Line for
alternative finishes.
Fig. 980
Order By: Figure number and finish.
Pat. #6,273,372, Pat. #6,517,030, Pat. #6,953,174,
Pat. #6,708,930, Pat. #7,191,987, Pat. #7,441,730,
Pat. #7,669,806
Designed to meet or exceed requirements of FM DS 2-8.
Fig. 4L
Lateral Brace
Part
Number
Mtg. Hdw.
Size
980-3/8
3/8” (9.5)
51/4” (133.3)
17/8” (47.6)
13/32” (10.3)
980-1/2 *
980-5/8
980-3/4
1/2” (12.7)
51/4” (133.3)
51/4” (133.3)
51/4” (133.3)
17/8” (47.6)
17/8” (47.6)
17/8” (47.6)
in. (mm)
5/8” (15.9)
3/4” (19.0)
A
in.
(mm)
B
in.
(mm)
Mounting Hole
D
in.
(mm)
30° - 44°
Longitudinal
Brace
Max. Design Load** (FM)
45° - 59°
60° - 74°
75° - 90°
Approx.
Wt./100
lbs.
(kg)
149
148
147
146
(67.6)
lbs./(kN)
lbs./(kN)
lbs./(kN)
lbs./(kN)
17/32” (13.5)
1320
1970
2310
2550
11/16” (17.5)
(5.87)
(8.76)
(10.27)
(11.34)
13/16” (20.5)
* Standard size.
** Installed with 1” or 11/4” Schedule 40 brace pipe.
FM Approved design loads are based on ASD design method.
Important! - For load information when using Fig. 980 with pre-installed or post-installed concrete anchors in
compliance with NFPA 13 (2016) or ASCE 7-10, including prying factors, see load tables on pages AL1 thru AL21.
Eaton’s B-Line Business seismic bracing components are designed to be compatible only with other B-Line bracing components,
resulting in a listed seismic bracing assembly. B-Line’s warranty for seismic bracing components will be the warranty provided in
B-Line’s standard terms and conditions of sale made available by B-Line, except that, in addition to the other exclusions from
B-Line’s warranty, Eaton’s B-line Business makes no warranty relating to B-Line’s seismic bracing components that are combined
with products not provided by Eaton’s B-Line Business.
All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified.
Fire Protection Solutions
67
Revised 11/30/2015
(67.1)
(66.7)
(66.2)
Anchor Load Charts
NFPA 13-16
AWSD / Powers Power-Stud+® SD2 Seismic Wedge Anchors
In 3000 psi Sand Lightweight Concrete
AWSD (Powers Power -Stud+® SD2) Seismic Wedge Anchor in 3000 psi Sand Lightweight Concrete (lbs.) 1,2
Tolco Figure 980
Dia.
(in.)
3
/8
/2
5
/8
3
/4
1
1
2
Embedment
(in.)
A
Pr
3.275
B
Pr
1.156
C
Pr
0.844
D
Pr
1.461
E
Pr
1.156
F
Pr
1.891
G
Pr
3.478
H
Pr
2.469
I
Pr
2.008
2.375
3.750
3.875
4.500
101
216
252
311
222
491
594
728
270
605
741
907
156
349
428
523
222
491
594
728
175
374
437
539
84
182
216
266
118
257
306
376
145
315
375
461
Values calculated in accordance with NFPA 13-16 Annex E.7 See ICC-ESR 2502 for complete product installation information
Assumptions for table: seismic anchoring conditions, edge distance >= Cac, slab thickness >= hmin, spacing >= 3hef
A thru I corresponds to fastener orientation (shown on page AL21) from Table Figure 9.3.5.9.1 NFPA 13 2016.
AWSD (Powers Power -Stud+® SD2) Seismic Wedge Anchor in 3000 psi Sand Lightweight Concrete (lbs.) 1,2
Tolco Figure 909
Dia.
(in.)
3
/8
/2
5
/8
3
/4
1
1
2
Embedment
(in.)
A
Pr
2.626
B
Pr
1.002
C
Pr
0.873
D
Pr
1.513
E
Pr
1.002
F
Pr
1.516
G
Pr
2.460
H
Pr
1.740
I
Pr
1.420
2.375
3.750
3.875
4.500
121
161
306
378
243
541
658
806
265
592
724
886
153
342
418
512
243
541
658
806
210
452
530
654
107
235
283
348
151
333
401
492
185
407
491
602
Values calculated in accordance with NFPA 13-16 Annex E.7 See ICC-ESR 2502 for complete product installation information
Assumptions for table: seismic anchoring conditions, edge distance >= Cac, slab thickness >= hmin, spacing >= 3hef
A thru I corresponds to fastener orientation (shown on page AL21) from Table Figure 9.3.5.9.1 NFPA 13 2016.
Anchor Load Charts
AWSD (Powers Power -Stud+® SD2) Seismic Wedge Anchor in 3000 psi Sand Lightweight Concrete (lbs.) 1,2
Tolco Figure 910
Dia.
(in.)
3
/8
/2
5
/8
3
/4
1
1
2
Embedment
(in.)
A
Pr
3.275
B
Pr
1.156
C
Pr
0.844
D
Pr
1.461
E
Pr
1.156
F
Pr
1.891
G
Pr
3.478
H
Pr
2.459
I
Pr
2.008
2.375
3.750
3.875
4.500
101
216
252
311
222
491
594
728
270
605
741
907
156
349
428
523
222
491
594
728
175
374
437
539
84
182
216
266
118
257
306
376
145
315
375
461
Values calculated in accordance with NFPA 13-16 Annex E.7 See ICC-ESR 2502 for complete product installation information
Assumptions for table: seismic anchoring conditions, edge distance >= Cac, slab thickness >= hmin, spacing >= 3hef
A thru I corresponds to fastener orientation (shown on page AL21) from Table Figure 9.3.5.9.1 NFPA 13 2016.
Power-Stud+® is a registered trademark used by Power® Fasteners, Inc.
All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified.
Revised 11/30/2015
AL1
Fire Protection Solutions
Anchor Load Charts
NFPA 13-16
AWSD / Powers Power-Stud+® SD2 Seismic Wedge Anchors
In 3000 psi Normal Weight Cracked Concrete
AWSD (Powers Power -Stud+® SD2) Seismic Wedge Anchor in 3000 psi Normal Weight Cracked Concrete (lbs.) 1,2
Tolco Figure 980
Dia.
(in.)
3
/8
/2
5
/8
3
/4
1
1
2
Embedment
(in.)
A
Pr
3.275
B
Pr
1.156
C
Pr
0.844
D
Pr
1.461
E
Pr
1.156
F
Pr
1.891
G
Pr
3.478
H
Pr
2.469
I
Pr
2.008
2.375
3.750
3.875
4.500
145
299
353
434
310
632
777
950
373
756
945
1151
215
436
545
664
310
632
777
950
251
517
611
752
118
242
292
358
167
342
413
506
205
419
506
620
Values calculated in accordance with NFPA 13-16 Annex E.7 See ICC-ESR 2502 for complete product installation information
Assumptions for table: seismic anchoring conditions, edge distance >= Cac, slab thickness >= hmin, spacing >= 3hef
A thru I corresponds to fastener orientation (shown on page AL21) from Table Figure 9.3.5.9.1 NFPA 13 2016.
AWSD (Powers Power -Stud+® SD2) Seismic Wedge Anchor in 3000 psi Normal Weight Cracked Concrete (lbs.) 1,2
Tolco Figure 909
Dia.
(in.)
3
/8
/2
5
/8
3
/4
1
2
B
Pr
1.002
C
Pr
0.873
D
Pr
1.513
E
Pr
1.002
F
Pr
1.516
G
Pr
2.460
H
Pr
1.740
I
Pr
1.420
2.375
3.750
3.875
4.500
173
356
423
521
338
687
852
1039
366
742
926
1128
211
428
534
651
338
687
852
1039
300
617
733
902
149
304
373
456
211
430
527
645
259
526
646
790
Values calculated in accordance with NFPA 13-16 Annex E.7 See ICC-ESR 2502 for complete product installation information
Assumptions for table: seismic anchoring conditions, edge distance >= Cac, slab thickness >= hmin, spacing >= 3hef
A thru I corresponds to fastener orientation (shown on page AL21) from Table Figure 9.3.5.9.1 NFPA 13 2016.
AWSD (Powers Power -Stud+® SD2) Seismic Wedge Anchor in 3000 psi Normal Weight Cracked Concrete (lbs.) 1,2
Tolco Figure 910
Dia.
(in.)
3
/8
/2
5
/8
3
/4
1
1
2
Embedment
(in.)
A
Pr
3.275
B
Pr
1.156
C
Pr
0.844
D
Pr
1.461
E
Pr
1.156
F
Pr
1.891
G
Pr
3.478
H
Pr
2.459
I
Pr
2.008
2.375
3.750
3.875
4.500
145
299
353
434
310
632
777
950
373
756
945
1151
215
436
545
664
310
632
777
950
251
517
611
752
118
242
292
358
167
342
413
506
205
419
506
620
Values calculated in accordance with NFPA 13-16 Annex E.7 See ICC-ESR 2502 for complete product installation information
Assumptions for table: seismic anchoring conditions, edge distance >= Cac, slab thickness >= hmin, spacing >= 3hef
A thru I corresponds to fastener orientation (shown on page AL21) from Table Figure 9.3.5.9.1 NFPA 13 2016.
Power-Stud+® is a registered trademark used by Power® Fasteners, Inc.
All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified.
Fire Protection Solutions
AL2
Revised 11/30/2015
Anchor Load Charts
1
Embedment
(in.)
A
Pr
2.626
Anchor Load Charts
NFPA 13-16
AWSD / Powers Power-Stud+® SD2 Seismic Wedge Anchors
In 4000 psi Normal Weight Cracked Concrete
AWSD (Powers Power -Stud+® SD2) Seismic Wedge Anchor in 4000 psi Normal Weight Cracked Concrete (lbs.) 1,2
Tolco Figure 980
Dia.
(in.)
3
/8
/2
5
/8
3
/4
1
1
2
Embedment
(in.)
A
Pr
3.275
B
Pr
1.156
C
Pr
0.844
D
Pr
1.461
E
Pr
1.156
F
Pr
1.891
G
Pr
3.478
H
Pr
2.469
I
Pr
2.008
2.375
3.750
3.875
4.500
157
335
398
489
329
688
852
1040
393
813
1025
1247
227
470
592
720
329
688
852
1040
271
581
689
847
126
267
324
397
179
377
458
561
219
462
561
688
Values calculated in accordance with NFPA 13-16 Annex E.7 See ICC-ESR 2502 for complete product installation information
Assumptions for table: seismic anchoring conditions, edge distance >= Cac, slab thickness >= hmin, spacing >= 3hef
A thru I corresponds to fastener orientation (shown on page AL21) from Table Figure 9.3.5.9.1 NFPA 13 2016.
AWSD (Powers Power -Stud+® SD2) Seismic Wedge Anchor in 4000 psi Normal Weight Cracked Concrete (lbs.) 1,2
Tolco Figure 909
Dia.
(in.)
3
/8
/2
5
/8
3
/4
1
1
2
Embedment
(in.)
A
Pr
2.626
B
Pr
1.002
C
Pr
0.873
D
Pr
1.513
E
Pr
1.002
F
Pr
1.516
G
Pr
2.460
H
Pr
1.740
I
Pr
1.420
2.375
3.750
3.875
4.500
187
398
475
584
358
744
929
1132
386
800
1005
1224
223
462
580
706
358
744
929
1132
323
689
823
1011
158
332
410
500
224
469
579
707
274
574
709
866
Values calculated in accordance with NFPA 13-16 Annex E.7 See ICC-ESR 2502 for complete product installation information
Assumptions for table: seismic anchoring conditions, edge distance >= Cac, slab thickness >= hmin, spacing >= 3hef
A thru I corresponds to fastener orientation (shown on page AL21) from Table Figure 9.3.5.9.1 NFPA 13 2016.
Anchor Load Charts
AWSD (Powers Power -Stud+® SD2) Seismic Wedge Anchor in 4000 psi Normal Weight Cracked Concrete (lbs.) 1,2
Tolco Figure 910
Dia.
(in.)
3
/8
/2
5
/8
3
/4
1
1
2
Embedment
(in.)
A
Pr
3.275
B
Pr
1.156
C
Pr
0.844
D
Pr
1.461
E
Pr
1.156
F
Pr
1.891
G
Pr
3.478
H
Pr
2.459
I
Pr
2.008
2.375
3.750
3.875
4.500
157
335
398
489
329
688
852
1040
393
813
1025
1247
227
470
592
720
329
688
852
1040
271
581
689
847
126
267
324
397
179
377
458
561
219
462
561
688
Values calculated in accordance with NFPA 13-16 Annex E.7 See ICC-ESR 2502 for complete product installation information
Assumptions for table: seismic anchoring conditions, edge distance >= Cac, slab thickness >= hmin, spacing >= 3hef
A thru I corresponds to fastener orientation (shown on page AL21) from Table Figure 9.3.5.9.1 NFPA 13 2016.
Power-Stud+® is a registered trademark used by Power® Fasteners, Inc.
All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified.
Revised 11/30/2015
AL3
Fire Protection Solutions
Anchor Load Charts
NFPA 13-16
AWSD / Powers Power-Stud+® SD2 Seismic Wedge Anchors
In 5000 psi Normal Weight Cracked Concrete
AWSD (Powers Power -Stud+® SD2) Seismic Wedge Anchor in 5000 psi Normal Weight Cracked Concrete (lbs.) 1,2
Tolco Figure 980
Dia.
(in.)
3
/8
/2
5
/8
3
/4
1
1
2
Embedment
(in.)
A
Pr
3.275
B
Pr
1.156
C
Pr
0.844
D
Pr
1.461
E
Pr
1.156
F
Pr
1.891
G
Pr
3.478
H
Pr
2.469
I
Pr
2.008
2.375
3.750
3.875
4.500
166
366
435
536
344
732
912
1112
408
858
1087
1322
235
495
628
763
344
732
912
1112
288
634
754
928
133
287
350
429
188
406
496
607
230
497
607
743
Values calculated in accordance with NFPA 13-16 Annex E.7 See ICC-ESR 2502 for complete product installation information
Assumptions for table: seismic anchoring conditions, edge distance >= Cac, slab thickness >= hmin, spacing >= 3hef
A thru I corresponds to fastener orientation (shown on page AL21) from Table Figure 9.3.5.9.1 NFPA 13 2016.
AWSD (Powers Power -Stud+® SD2) Seismic Wedge Anchor in 5000 psi Normal Weight Cracked Concrete (lbs.) 1,2
Tolco Figure 909
Dia.
(in.)
3
/8
/2
5
/8
3
/4
1
2
B
Pr
1.002
C
Pr
0.873
D
Pr
1.513
E
Pr
1.002
F
Pr
1.516
G
Pr
2.460
H
Pr
1.740
I
Pr
1.420
2.375
3.750
3.875
4.500
197
432
518
637
373
789
991
1206
401
844
1068
1298
231
488
617
750
373
789
991
1206
342
748
898
1103
166
354
439
536
234
500
621
758
287
612
761
928
Values calculated in accordance with NFPA 13-16 Annex E.7 See ICC-ESR 2502 for complete product installation information
Assumptions for table: seismic anchoring conditions, edge distance >= Cac, slab thickness >= hmin, spacing >= 3hef
A thru I corresponds to fastener orientation (shown on page AL21) from Table Figure 9.3.5.9.1 NFPA 13 2016.
AWSD (Powers Power -Stud+® SD2) Seismic Wedge Anchor in 5000 psi Normal Weight Cracked Concrete (lbs.) 1,2
Tolco Figure 910
Dia.
(in.)
3
/8
/2
5
/8
3
/4
1
1
2
Embedment
(in.)
A
Pr
3.275
B
Pr
1.156
C
Pr
0.844
D
Pr
1.461
E
Pr
1.156
F
Pr
1.891
G
Pr
3.478
H
Pr
2.459
I
Pr
2.008
2.375
3.750
3.875
4.500
166
366
435
536
344
732
912
1112
408
858
1087
1322
235
495
628
763
344
732
912
1112
288
634
754
928
133
287
350
429
188
406
496
607
230
497
607
743
Values calculated in accordance with NFPA 13-16 Annex E.7 See ICC-ESR 2502 for complete product installation information
Assumptions for table: seismic anchoring conditions, edge distance >= Cac, slab thickness >= hmin, spacing >= 3hef
A thru I corresponds to fastener orientation (shown on page AL21) from Table Figure 9.3.5.9.1 NFPA 13 2016.
Power-Stud+® is a registered trademark used by Power® Fasteners, Inc.
All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified.
Fire Protection Solutions
AL4
Revised 11/30/2015
Anchor Load Charts
1
Embedment
(in.)
A
Pr
2.626
Anchor Load Charts
NFPA 13-16
AWSD / Powers Power-Stud+® SD2 Seismic Wedge Anchors
In 6000 psi Normal Weight Cracked Concrete
AWSD (Powers Power -Stud+® SD2) Seismic Wedge Anchor in 6000 psi Normal Weight Cracked Concrete (lbs.) 1,2
Tolco Figure 980
Dia.
(in.)
3
/8
/2
5
/8
3
/4
1
1
2
Embedment
(in.)
A
Pr
3.275
B
Pr
1.156
C
Pr
0.844
D
Pr
1.461
E
Pr
1.156
F
Pr
1.891
G
Pr
3.478
H
Pr
2.469
I
Pr
2.008
2.375
3.750
3.875
4.500
174
392
468
576
356
768
962
1172
420
895
1139
1383
243
517
658
798
356
768
962
1172
302
680
811
997
138
304
373
456
196
430
527
645
240
527
646
790
Values calculated in accordance with NFPA 13-16 Annex E.7 See ICC-ESR 2502 for complete product installation information
Assumptions for table: seismic anchoring conditions, edge distance >= Cac, slab thickness >= hmin, spacing >= 3hef
A thru I corresponds to fastener orientation (shown on page AL21) from Table Figure 9.3.5.9.1 NFPA 13 2016.
AWSD (Powers Power -Stud+® SD2) Seismic Wedge Anchor in 6000 psi Normal Weight Cracked Concrete (lbs.) 1,2
Tolco Figure 909
Dia.
(in.)
3
/8
/2
5
/8
3
/4
1
1
2
Embedment
(in.)
A
Pr
2.626
B
Pr
1.002
C
Pr
0.873
D
Pr
1.513
E
Pr
1.002
F
Pr
1.516
G
Pr
2.460
H
Pr
1.740
I
Pr
1.420
2.375
3.750
3.875
4.500
207
462
556
682
385
826
1042
1267
413
881
1119
1360
238
509
646
785
385
826
1042
1267
358
799
963
1181
172
372
464
566
243
526
656
800
297
644
804
979
Values calculated in accordance with NFPA 13-16 Annex E.7 See ICC-ESR 2502 for complete product installation information
Assumptions for table: seismic anchoring conditions, edge distance >= Cac, slab thickness >= hmin, spacing >= 3hef
A thru I corresponds to fastener orientation (shown on page AL21) from Table Figure 9.3.5.9.1 NFPA 13 2016.
Anchor Load Charts
AWSD (Powers Power -Stud+® SD2) Seismic Wedge Anchor in 6000 psi Normal Weight Cracked Concrete (lbs.) 1,2
Tolco Figure 910
Dia.
(in.)
3
/8
/2
5
/8
3
/4
1
1
2
Embedment
(in.)
A
Pr
3.275
B
Pr
1.156
C
Pr
0.844
D
Pr
1.461
E
Pr
1.156
F
Pr
1.891
G
Pr
3.478
H
Pr
2.459
I
Pr
2.008
2.375
3.750
3.875
4.500
174
392
468
576
356
768
962
1172
420
895
1139
1383
243
517
658
798
356
768
962
1172
302
680
811
997
138
304
373
456
196
430
527
645
240
527
646
790
Values calculated in accordance with NFPA 13-16 Annex E.7 See ICC-ESR 2502 for complete product installation information
Assumptions for table: seismic anchoring conditions, edge distance >= Cac, slab thickness >= hmin, spacing >= 3hef
A thru I corresponds to fastener orientation (shown on page AL21) from Table Figure 9.3.5.9.1 NFPA 13 2016.
Power-Stud+® is a registered trademark used by Power® Fasteners, Inc.
All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified.
Revised 11/30/2015
AL5
Fire Protection Solutions
Anchor Load Charts
NFPA 13-16
Wood-Knocker™
In 3000 psi Sand Lightweight Concrete
Wood-Knocker™ in 3000 psi Sand Lightweight Concrete (lbs.) 1,2
Tolco Figure 980
Dia.
(in.)
3
/8
/2
5
/8
3
/4
1
1
2
Embedment
(in.)
A
Pr
3.275
B
Pr
1.156
C
Pr
0.844
D
Pr
1.461
E
Pr
1.156
F
Pr
1.891
G
Pr
3.478
H
Pr
2.469
I
Pr
2.008
2
2
2
2
160
174
174
174
310
366
366
366
359
438
438
438
207
253
253
253
310
366
366
366
277
301
301
301
123
140
140
140
174
198
198
198
213
243
243
243
Values calculated in accordance with NFPA 13-16 Annex E.7 See ICC-ESR 3657 for complete product installation information
Assumptions for table: seismic anchoring conditions, edge distance >= 8”, slab thickness >= hmin, spacing >= 3hef
A thru I corresponds to fastener orientation (shown on page AL21) from Table Figure 9.3.5.9.1 NFPA 13 2016.
Wood-Knocker™ in 3000 psi Sand Lightweight Concrete (lbs.) 1,2
Tolco Figure 909
Dia.
(in.)
3
/8
/2
5
/8
3
/4
1
2
B
Pr
1.002
C
Pr
0.873
D
Pr
1.513
E
Pr
1.002
F
Pr
1.516
G
Pr
2.460
H
Pr
1.740
I
Pr
1.420
2
2
2
2
187
207
207
207
332
399
399
399
354
430
430
430
204
248
248
248
332
399
399
399
325
358
358
358
150
176
176
176
212
249
249
249
260
305
305
305
Values calculated in accordance with NFPA 13-16 Annex E.7 See ICC-ESR 3657 for complete product installation information
Assumptions for table: seismic anchoring conditions, edge distance >= 8”, slab thickness >= hmin, spacing >= 3hef
A thru I corresponds to fastener orientation (shown on page AL21) from Table Figure 9.3.5.9.1 NFPA 13 2016.
Wood-Knocker™ in 3000 psi Sand Lightweight Concrete (lbs.) 1,2
Tolco Figure 910
Dia.
(in.)
3
/8
/2
5
/8
3
/4
1
1
2
Embedment
(in.)
A
Pr
3.275
B
Pr
1.156
C
Pr
0.844
D
Pr
1.461
E
Pr
1.156
F
Pr
1.891
G
Pr
3.478
H
Pr
2.459
I
Pr
2.008
2
2
2
2
160
174
174
174
310
366
366
366
359
438
438
438
207
253
253
253
310
366
366
366
277
301
301
301
123
140
140
140
174
198
198
198
213
243
243
243
Values calculated in accordance with NFPA 13-16 Annex E.7 See ICC-ESR 3657 for complete product installation information
Assumptions for table: seismic anchoring conditions, edge distance >= 8”, slab thickness >= hmin, spacing >= 3hef
A thru I corresponds to fastener orientation (shown on page AL21) from Table Figure 9.3.5.9.1 NFPA 13 2016.
Wood Knocker™ is a registered trademark used by Power® Fasteners, Inc.
All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified.
Fire Protection Solutions
AL6
Revised 11/30/2015
Anchor Load Charts
1
Embedment
(in.)
A
Pr
2.626
Anchor Load Charts
NFPA 13-16
Wood-Knocker™
In 3000 psi Normal Weight Cracked Concrete
Wood-Knocker™ in 3000 psi Normal Weight Concrete (lbs.) 1,2
Tolco Figure 980
Dia.
(in.)
3
/8
/2
5
/8
3
/4
1
1
2
Embedment
(in.)
A
Pr
3.275
B
Pr
1.156
C
Pr
0.844
D
Pr
1.461
E
Pr
1.156
F
Pr
1.891
G
Pr
3.478
H
Pr
2.469
I
Pr
2.008
2
2
2
2
180
204
204
204
335
431
431
431
384
516
516
516
222
298
298
298
335
431
431
431
312
354
354
354
135
165
165
165
192
233
233
233
235
286
286
286
Values calculated in accordance with NFPA 13-16 Annex E.7 See ICC-ESR 3657 for complete product installation information
Assumptions for table: seismic anchoring conditions, edge distance >= 8”, slab thickness >= hmin, spacing >= 3hef
A thru I corresponds to fastener orientation (shown on page AL21) from Table Figure 9.3.5.9.1 NFPA 13 2016.
Wood-Knocker™ in 3000 psi Normal Weight Concrete (lbs.) 1,2
Tolco Figure 909
Dia.
(in.)
3
/8
/2
5
/8
3
/4
1
1
2
Embedment
(in.)
A
Pr
2.626
B
Pr
1.002
C
Pr
0.873
D
Pr
1.513
E
Pr
1.002
F
Pr
1.516
G
Pr
2.460
H
Pr
1.740
I
Pr
1.420
2
2
2
2
210
243
243
243
358
469
469
469
379
506
506
506
219
292
292
292
358
469
469
469
363
422
422
422
163
208
208
208
230
293
293
293
282
359
359
359
Values calculated in accordance with NFPA 13-16 Annex E.7 See ICC-ESR 3657 for complete product installation information
Assumptions for table: seismic anchoring conditions, edge distance >= 8”, slab thickness >= hmin, spacing >= 3hef
A thru I corresponds to fastener orientation (shown on page AL21) from Table Figure 9.3.5.9.1 NFPA 13 2016.
Anchor Load Charts
Wood-Knocker™ in 3000 psi Normal Weight Concrete (lbs.) 1,2
Tolco Figure 910
Dia.
(in.)
3
/8
/2
5
/8
3
/4
1
1
2
Embedment
(in.)
A
Pr
3.275
B
Pr
1.156
C
Pr
0.844
D
Pr
1.461
E
Pr
1.156
F
Pr
1.891
G
Pr
3.478
H
Pr
2.459
I
Pr
2.008
2
2
2
2
180
204
204
204
335
431
431
431
384
516
516
516
222
298
298
298
335
431
431
431
312
354
354
354
135
165
165
165
192
233
233
233
235
286
286
286
Values calculated in accordance with NFPA 13-16 Annex E.7 See ICC-ESR 3657 for complete product installation information
Assumptions for table: seismic anchoring conditions, edge distance >= 8”, slab thickness >= hmin, spacing >= 3hef
A thru I corresponds to fastener orientation (shown on page AL21) from Table Figure 9.3.5.9.1 NFPA 13 2016.
Wood Knocker™ is a registered trademark used by Power® Fasteners, Inc.
All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified.
Revised 11/30/2015
AL7
Fire Protection Solutions
Anchor Load Charts
NFPA 13-16
Wood-Knocker™
In 4000 psi Normal Weight Cracked Concrete
Wood-Knocker™ in 4000 psi Normal Weight Concrete (lbs.) 1,2
Tolco Figure 980
Dia.
(in.)
3
/8
/2
5
/8
3
/4
1
1
2
Embedment
(in.)
A
Pr
3.275
B
Pr
1.156
C
Pr
0.844
D
Pr
1.461
E
Pr
1.156
F
Pr
1.891
G
Pr
3.478
H
Pr
2.469
I
Pr
2.008
2
2
2
2
199
232
236
236
358
480
498
498
406
570
595
595
234
329
344
344
358
480
498
498
345
401
408
408
147
185
191
191
208
262
270
270
254
321
330
330
Values calculated in accordance with NFPA 13-16 Annex E.7 See ICC-ESR 3657 for complete product installation information
Assumptions for table: seismic anchoring conditions, edge distance >= 8”, slab thickness >= hmin, spacing >= 3hef
A thru I corresponds to fastener orientation (shown on page AL21) from Table Figure 9.3.5.9.1 NFPA 13 2016.
Wood-Knocker™ in 4000 psi Normal Weight Concrete (lbs.) 1,2
Tolco Figure 909
Dia.
(in.)
3
/8
/2
5
/8
3
/4
1
2
B
Pr
1.002
C
Pr
0.873
D
Pr
1.513
E
Pr
1.002
F
Pr
1.516
G
Pr
2.460
H
Pr
1.740
I
Pr
1.420
2
2
2
2
230
275
281
281
380
521
542
542
401
560
585
585
231
323
337
337
380
521
542
542
399
477
487
487
174
231
240
240
246
327
339
339
302
401
415
415
Values calculated in accordance with NFPA 13-16 Annex E.7 See ICC-ESR 3657 for complete product installation information
Assumptions for table: seismic anchoring conditions, edge distance >= 8”, slab thickness >= hmin, spacing >= 3hef
A thru I corresponds to fastener orientation (shown on page AL21) from Table Figure 9.3.5.9.1 NFPA 13 2016.
Wood-Knocker™ in 4000 psi Normal Weight Concrete (lbs.) 1,2
Tolco Figure 910
Dia.
(in.)
3
/8
/2
5
/8
3
/4
1
1
2
Embedment
(in.)
A
Pr
3.275
B
Pr
1.156
C
Pr
0.844
D
Pr
1.461
E
Pr
1.156
F
Pr
1.891
G
Pr
3.478
H
Pr
2.459
I
Pr
2.008
2
2
2
2
199
232
236
236
358
480
498
498
406
570
595
595
234
329
344
344
358
480
498
498
345
401
408
408
147
185
191
191
208
262
270
270
254
321
330
330
Values calculated in accordance with NFPA 13-16 Annex E.7 See ICC-ESR 3657 for complete product installation information
Assumptions for table: seismic anchoring conditions, edge distance >= 8”, slab thickness >= hmin, spacing >= 3hef
A thru I corresponds to fastener orientation (shown on page AL21) from Table Figure 9.3.5.9.1 NFPA 13 2016.
Wood Knocker™ is a registered trademark used by Power® Fasteners, Inc.
All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified.
Fire Protection Solutions
AL8
Revised 11/30/2015
Anchor Load Charts
1
Embedment
(in.)
A
Pr
2.626
Anchor Load Charts
NFPA 13-16
Wood-Knocker™
In 5000 psi Normal Weight Cracked Concrete
Wood-Knocker™ in 5000 psi Normal Weight Concrete (lbs.) 1,2
Tolco Figure 980
Dia.
(in.)
3
/8
/2
5
/8
3
/4
1
1
2
Embedment
(in.)
A
Pr
3.275
B
Pr
1.156
C
Pr
0.844
D
Pr
1.461
E
Pr
1.156
F
Pr
1.891
G
Pr
3.478
H
Pr
2.469
I
Pr
2.008
2
2
2
2
215
253
264
264
375
512
557
557
422
602
666
666
244
348
384
384
375
512
557
557
372
438
457
457
156
200
213
213
220
282
301
301
269
346
369
369
Values calculated in accordance with NFPA 13-16 Annex E.7 See ICC-ESR 3657 for complete product installation information
Assumptions for table: seismic anchoring conditions, edge distance >= 8”, slab thickness >= hmin, spacing >= 3hef
A thru I corresponds to fastener orientation (shown on page AL21) from Table Figure 9.3.5.9.1 NFPA 13 2016.
Wood-Knocker™ in 5000 psi Normal Weight Concrete (lbs.) 1,2
Tolco Figure 909
Dia.
(in.)
3
/8
/2
5
/8
3
/4
1
1
2
Embedment
(in.)
A
Pr
2.626
B
Pr
1.002
C
Pr
0.873
D
Pr
1.513
E
Pr
1.002
F
Pr
1.516
G
Pr
2.460
H
Pr
1.740
I
Pr
1.420
2
2
2
2
247
299
314
314
397
553
605
605
417
593
654
654
241
342
377
377
397
553
605
605
428
519
544
544
183
247
268
268
259
349
379
379
317
428
464
464
Values calculated in accordance with NFPA 13-16 Annex E.7 See ICC-ESR 3657 for complete product installation information
Assumptions for table: seismic anchoring conditions, edge distance >= 8”, slab thickness >= hmin, spacing >= 3hef
A thru I corresponds to fastener orientation (shown on page AL21) from Table Figure 9.3.5.9.1 NFPA 13 2016.
Anchor Load Charts
Wood-Knocker™ in 5000 psi Normal Weight Concrete (lbs.) 1,2
Tolco Figure 910
Dia.
(in.)
3
/8
/2
5
/8
3
/4
1
1
2
Embedment
(in.)
A
Pr
3.275
B
Pr
1.156
C
Pr
0.844
D
Pr
1.461
E
Pr
1.156
F
Pr
1.891
G
Pr
3.478
H
Pr
2.459
I
Pr
2.008
2
2
2
2
215
253
264
264
375
512
557
557
422
602
666
666
244
348
384
384
375
512
557
557
372
438
457
457
156
200
213
213
220
282
301
301
269
346
369
369
Values calculated in accordance with NFPA 13-16 Annex E.7 See ICC-ESR 3657 for complete product installation information
Assumptions for table: seismic anchoring conditions, edge distance >= 8”, slab thickness >= hmin, spacing >= 3hef
A thru I corresponds to fastener orientation (shown on page AL21) from Table Figure 9.3.5.9.1 NFPA 13 2016.
Wood Knocker™ is a registered trademark used by Power® Fasteners, Inc.
All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified.
Revised 11/30/2015
AL9
Fire Protection Solutions
Anchor Load Charts
NFPA 13-16
Wood-Knocker™
In 6000 psi Normal Weight Cracked Concrete
Wood-Knocker™ in 6000 psi Normal Weight Concrete (lbs.) 1,2
Tolco Figure 980
Dia.
(in.)
3
/8
/2
5
/8
3
/4
1
1
2
Embedment
(in.)
A
Pr
3.275
B
Pr
1.156
C
Pr
0.844
D
Pr
1.461
E
Pr
1.156
F
Pr
1.891
G
Pr
3.478
H
Pr
2.469
I
Pr
2.008
2
2
2
2
228
271
289
289
389
538
610
610
435
629
729
729
251
363
421
421
389
538
610
610
394
470
500
500
163
212
233
233
230
299
330
330
282
367
404
404
Values calculated in accordance with NFPA 13-16 Annex E.7 See ICC-ESR 3657 for complete product installation information
Assumptions for table: seismic anchoring conditions, edge distance >= 8”, slab thickness >= hmin, spacing >= 3hef
A thru I corresponds to fastener orientation (shown on page AL21) from Table Figure 9.3.5.9.1 NFPA 13 2016.
Wood-Knocker™ in 6000 psi Normal Weight Concrete (lbs.) 1,2
Tolco Figure 909
Dia.
(in.)
3
/8
/2
5
/8
3
/4
1
2
B
Pr
1.002
C
Pr
0.873
D
Pr
1.513
E
Pr
1.002
F
Pr
1.516
G
Pr
2.460
H
Pr
1.740
I
Pr
1.420
2
2
2
2
261
320
344
344
410
579
663
663
430
619
716
716
248
357
413
413
410
579
663
663
452
554
596
596
190
260
293
293
269
368
415
415
329
450
508
508
Values calculated in accordance with NFPA 13-16 Annex E.7 See ICC-ESR 3657 for complete product installation information
Assumptions for table: seismic anchoring conditions, edge distance >= 8”, slab thickness >= hmin, spacing >= 3hef
A thru I corresponds to fastener orientation (shown on page AL21) from Table Figure 9.3.5.9.1 NFPA 13 2016.
Wood-Knocker™ in 6000 psi Normal Weight Concrete (lbs.) 1,2
Tolco Figure 910
Dia.
(in.)
3
/8
/2
5
/8
3
/4
1
1
2
Embedment
(in.)
A
Pr
3.275
B
Pr
1.156
C
Pr
0.844
D
Pr
1.461
E
Pr
1.156
F
Pr
1.891
G
Pr
3.478
H
Pr
2.459
I
Pr
2.008
2
2
2
2
228
271
289
289
389
538
610
610
435
629
729
729
251
363
421
421
389
538
610
610
394
470
500
500
163
212
233
233
230
299
330
330
282
367
404
404
Values calculated in accordance with NFPA 13-16 Annex E.7 See ICC-ESR 3657 for complete product installation information
Assumptions for table: seismic anchoring conditions, edge distance >= 8”, slab thickness >= hmin, spacing >= 3hef
A thru I corresponds to fastener orientation (shown on page AL21) from Table Figure 9.3.5.9.1 NFPA 13 2016.
Wood Knocker™ is a registered trademark used by Power® Fasteners, Inc.
All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified.
Fire Protection Solutions
AL10
Revised 11/30/2015
Anchor Load Charts
1
Embedment
(in.)
A
Pr
2.626
Anchor Load Charts
ASCE 7-10
AWSD / Powers Power-Stud+® SD2 Seismic Wedge Anchors
In 3000 psi Sand Lightweight Concrete
AWSD (Powers Power -Stud+® SD2) Seismic Wedge Anchor in 3000 psi Sand Lightweight Concrete (lbs.) 1,2,3
Tolco Figure 980
Dia.
(in.)
3
/8
/2
5
/8
3
/4
1
Embedment
(in.)
A
Pr
3.275
B
Pr
1.156
C
Pr
0.844
D
Pr
1.461
E
Pr
1.156
F
Pr
1.891
G
Pr
3.478
H
Pr
2.469
I
Pr
2.008
2.375
3.750
3.875
4.500
81
173
202
249
178
393
475
582
216
484
593
725
125
279
342
419
178
393
475
582
140
299
350
431
67
145
173
213
94
206
245
301
116
252
300
369
1
Values calculated in accordance with ASCE 7-10 See ICC-ESR 2502 for complete product installation information
Assumptions for table: seismic anchoring conditions, edge distance >= Cac, slab thickness >= hmin, spacing >= 3hef
3
Anchor capacities increased by a factor or 1.2 per ASCE 7-10 Section 12.4.3.3
A thru I corresponds to fastener orientation (shown on page AL21) from Table Figure 9.3.5.9.1 NFPA 13 2016.
2
AWSD (Powers Power -Stud+® SD2) Seismic Wedge Anchor in 3000 psi Sand Lightweight Concrete (lbs.) 1,2,3
Tolco Figure 909
Dia.
(in.)
3
/8
/2
5
/8
3
/4
1
Embedment
(in.)
A
Pr
2.626
B
Pr
1.002
C
Pr
0.873
D
Pr
1.513
E
Pr
1.002
F
Pr
1.516
G
Pr
2.460
H
Pr
1.740
I
Pr
1.420
2.375
3.750
3.875
4.500
97
209
245
302
195
433
526
645
212
473
579
709
122
273
334
409
195
433
526
645
168
361
424
523
85
188
227
278
121
266
321
393
148
326
393
482
1
Values calculated in accordance with ASCE 7-10 See ICC-ESR 2502 for complete product installation information
Assumptions for table: seismic anchoring conditions, edge distance >= Cac, slab thickness >= hmin, spacing >= 3hef
3
Anchor capacities increased by a factor or 1.2 per ASCE 7-10 Section 12.4.3.3
A thru I corresponds to fastener orientation (shown on page AL21) from Table Figure 9.3.5.9.1 NFPA 13 2016.
2
Anchor Load Charts
AWSD (Powers Power -Stud+® SD2) Seismic Wedge Anchor in 3000 psi Sand Lightweight Concrete (lbs.) 1,2,3
Tolco Figure 910
Dia.
(in.)
3
/8
/2
5
/8
3
/4
1
Embedment
(in.)
A
Pr
3.275
B
Pr
1.156
C
Pr
0.844
D
Pr
1.461
E
Pr
1.156
F
Pr
1.891
G
Pr
3.478
H
Pr
2.459
I
Pr
2.008
2.375
3.750
3.875
4.500
81
173
202
249
178
393
475
582
216
484
593
725
125
279
342
419
178
393
475
582
140
299
350
431
67
145
173
213
94
206
245
301
116
252
300
369
1
Values calculated in accordance with ASCE 7-10 See ICC-ESR 2502 for complete product installation information
Assumptions for table: seismic anchoring conditions, edge distance >= Cac, slab thickness >= hmin, spacing >= 3hef
3
Anchor capacities increased by a factor or 1.2 per ASCE 7-10 Section 12.4.3.3
A thru I corresponds to fastener orientation (shown on page AL21) from Table Figure 9.3.5.9.1 NFPA 13 2016.
2
Power-Stud+® is a registered trademark used by Power® Fasteners, Inc.
All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified.
Revised 11/30/2015
AL11
Fire Protection Solutions
Anchor Load Charts
ASCE 7-10
AWSD / Powers Power-Stud+® SD2 Seismic Wedge Anchors
In 3000 psi Normal Weight Cracked Concrete
AWSD (Powers Power -Stud+® SD2) Seismic Wedge Anchor in 3000 psi Normal Weight Cracked Concrete (lbs.) 1,2,3
Tolco Figure 980
Dia.
(in.)
3
/8
/2
5
/8
3
/4
1
Embedment
(in.)
A
Pr
3.275
B
Pr
1.156
C
Pr
0.844
D
Pr
1.461
E
Pr
1.156
F
Pr
1.891
G
Pr
3.478
H
Pr
2.469
I
Pr
2.008
2.375
3.750
3.875
4.500
116
239
282
347
248
505
622
760
299
604
756
921
172
349
436
532
248
505
622
760
201
414
489
602
95
193
234
286
134
273
330
405
164
335
404
496
1
Values calculated in accordance with ASCE 7-10 See ICC-ESR 2502 for complete product installation information
Assumptions for table: seismic anchoring conditions, edge distance >= Cac, slab thickness >= hmin, spacing >= 3hef
3
Anchor capacities increased by a factor or 1.2 per ASCE 7-10 Section 12.4.3.3
A thru I corresponds to fastener orientation (shown on page AL21) from Table Figure 9.3.5.9.1 NFPA 13 2016.
2
AWSD (Powers Power -Stud+® SD2) Seismic Wedge Anchor in 3000 psi Normal Weight Cracked Concrete (lbs.) 1,2,3
Tolco Figure 909
Dia.
(in.)
3
/8
/2
5
/8
3
/4
1
Embedment
(in.)
A
Pr
2.626
B
Pr
1.002
C
Pr
0.873
D
Pr
1.513
E
Pr
1.002
F
Pr
1.516
G
Pr
2.460
H
Pr
1.740
I
Pr
1.420
2.375
3.750
3.875
4.500
139
285
339
417
271
550
681
831
293
593
741
903
169
343
428
521
271
550
681
831
240
494
587
722
119
243
298
365
169
344
422
516
207
421
517
632
1
Values calculated in accordance with ASCE 7-10 See ICC-ESR 2502 for complete product installation information
Assumptions for table: seismic anchoring conditions, edge distance >= Cac, slab thickness >= hmin, spacing >= 3hef
3
Anchor capacities increased by a factor or 1.2 per ASCE 7-10 Section 12.4.3.3
A thru I corresponds to fastener orientation (shown on page AL21) from Table Figure 9.3.5.9.1 NFPA 13 2016.
AWSD (Powers Power -Stud+® SD2) Seismic Wedge Anchor in 3000 psi Normal Weight Cracked Concrete (lbs.) 1,2,3
Tolco Figure 910
Dia.
(in.)
3
/8
/2
5
/8
3
/4
1
Embedment
(in.)
A
Pr
3.275
B
Pr
1.156
C
Pr
0.844
D
Pr
1.461
E
Pr
1.156
F
Pr
1.891
G
Pr
3.478
H
Pr
2.459
I
Pr
2.008
2.375
3.750
3.875
4.500
116
239
282
347
248
505
622
760
299
604
756
921
172
349
436
532
248
505
622
760
201
414
489
602
95
193
234
286
134
273
330
405
164
335
404
496
1
Values calculated in accordance with ASCE 7-10 See ICC-ESR 2502 for complete product installation information
Assumptions for table: seismic anchoring conditions, edge distance >= Cac, slab thickness >= hmin, spacing >= 3hef
3
Anchor capacities increased by a factor or 1.2 per ASCE 7-10 Section 12.4.3.3
A thru I corresponds to fastener orientation (shown on page AL21) from Table Figure 9.3.5.9.1 NFPA 13 2016.
2
Power-Stud+® is a registered trademark used by Power® Fasteners, Inc.
All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified.
Fire Protection Solutions
AL12
Revised 11/30/2015
Anchor Load Charts
2
Anchor Load Charts
ASCE 7-10
AWSD / Powers Power-Stud+® SD2 Seismic Wedge Anchors
In 4000 psi Normal Weight Cracked Concrete
AWSD (Powers Power -Stud+® SD2) Seismic Wedge Anchor in 4000 psi Normal Weight Cracked Concrete (lbs.) 1,2,3
Tolco Figure 980
Dia.
(in.)
3
/8
/2
5
/8
3
/4
1
Embedment
(in.)
A
Pr
3.275
B
Pr
1.156
C
Pr
0.844
D
Pr
1.461
E
Pr
1.156
F
Pr
1.891
G
Pr
3.478
H
Pr
2.469
I
Pr
2.008
2.375
3.750
3.875
4.500
125
268
318
391
263
550
682
832
314
651
820
997
181
376
473
576
263
550
682
832
217
465
551
678
101
213
259
318
143
302
367
449
175
370
449
550
1
Values calculated in accordance with ASCE 7-10 See ICC-ESR 2502 for complete product installation information
Assumptions for table: seismic anchoring conditions, edge distance >= Cac, slab thickness >= hmin, spacing >= 3hef
3
Anchor capacities increased by a factor or 1.2 per ASCE 7-10 Section 12.4.3.3
A thru I corresponds to fastener orientation (shown on page AL21) from Table Figure 9.3.5.9.1 NFPA 13 2016.
2
AWSD (Powers Power -Stud+® SD2) Seismic Wedge Anchor in 4000 psi Normal Weight Cracked Concrete (lbs.) 1,2,3
Tolco Figure 909
Dia.
(in.)
3
/8
/2
5
/8
3
/4
1
Embedment
(in.)
A
Pr
2.626
B
Pr
1.002
C
Pr
0.873
D
Pr
1.513
E
Pr
1.002
F
Pr
1.516
G
Pr
2.460
H
Pr
1.740
I
Pr
1.420
2.375
3.750
3.875
4.500
149
318
380
391
286
595
743
906
308
640
804
979
178
369
464
565
286
595
743
906
259
551
658
809
127
265
328
400
179
375
463
566
220
460
568
693
1
Values calculated in accordance with ASCE 7-10 See ICC-ESR 2502 for complete product installation information
Assumptions for table: seismic anchoring conditions, edge distance >= Cac, slab thickness >= hmin, spacing >= 3hef
3
Anchor capacities increased by a factor or 1.2 per ASCE 7-10 Section 12.4.3.3
A thru I corresponds to fastener orientation (shown on page AL21) from Table Figure 9.3.5.9.1 NFPA 13 2016.
2
Anchor Load Charts
AWSD (Powers Power -Stud+® SD2) Seismic Wedge Anchor in 4000 psi Normal Weight Cracked Concrete (lbs.) 1,2,3
Tolco Figure 910
Dia.
(in.)
3
/8
/2
5
/8
3
/4
1
Embedment
(in.)
A
Pr
3.275
B
Pr
1.156
C
Pr
0.844
D
Pr
1.461
E
Pr
1.156
F
Pr
1.891
G
Pr
3.478
H
Pr
2.459
I
Pr
2.008
2.375
3.750
3.875
4.500
125
268
318
391
263
550
682
832
314
651
820
997
181
376
473
576
263
550
682
832
217
465
551
678
101
213
259
318
143
302
367
449
175
370
449
550
1
Values calculated in accordance with ASCE 7-10 See ICC-ESR 2502 for complete product installation information
Assumptions for table: seismic anchoring conditions, edge distance >= Cac, slab thickness >= hmin, spacing >= 3hef
3
Anchor capacities increased by a factor or 1.2 per ASCE 7-10 Section 12.4.3.3
A thru I corresponds to fastener orientation (shown on page AL21) from Table Figure 9.3.5.9.1 NFPA 13 2016.
2
Power-Stud+® is a registered trademark used by Power® Fasteners, Inc.
All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified.
Revised 11/30/2015
AL13
Fire Protection Solutions
Anchor Load Charts
ASCE 7-10
AWSD / Powers Power-Stud+® SD2 Seismic Wedge Anchors
In 5000 psi Normal Weight Cracked Concrete
AWSD (Powers Power -Stud+® SD2) Seismic Wedge Anchor in 5000 psi Normal Weight Cracked Concrete (lbs.) 1,2,3
Tolco Figure 980
Dia.
(in.)
3
/8
/2
5
/8
3
/4
1
Embedment
(in.)
A
Pr
3.275
B
Pr
1.156
C
Pr
0.844
D
Pr
1.461
E
Pr
1.156
F
Pr
1.891
G
Pr
3.478
H
Pr
2.469
I
Pr
2.008
2.375
3.750
3.875
4.500
133
293
348
428
275
585
730
890
326
687
870
1057
188
396
502
610
275
585
730
890
230
507
603
742
106
230
280
343
150
325
396
485
184
398
486
594
1
Values calculated in accordance with ASCE 7-10 See ICC-ESR 2502 for complete product installation information
Assumptions for table: seismic anchoring conditions, edge distance >= Cac, slab thickness >= hmin, spacing >= 3hef
3
Anchor capacities increased by a factor or 1.2 per ASCE 7-10 Section 12.4.3.3
A thru I corresponds to fastener orientation (shown on page AL21) from Table Figure 9.3.5.9.1 NFPA 13 2016.
2
AWSD (Powers Power -Stud+® SD2) Seismic Wedge Anchor in 5000 psi Normal Weight Cracked Concrete (lbs.) 1,2,3
Tolco Figure 909
Dia.
(in.)
3
/8
/2
5
/8
3
/4
1
Embedment
(in.)
A
Pr
2.626
B
Pr
1.002
C
Pr
0.873
D
Pr
1.513
E
Pr
1.002
F
Pr
1.516
G
Pr
2.460
H
Pr
1.740
I
Pr
1.420
2.375
3.750
3.875
4.500
158
346
415
509
298
631
793
965
321
676
854
1039
185
390
493
600
298
631
793
965
274
599
718
882
133
283
351
429
187
400
497
606
230
490
609
742
1
Values calculated in accordance with ASCE 7-10 See ICC-ESR 2502 for complete product installation information
Assumptions for table: seismic anchoring conditions, edge distance >= Cac, slab thickness >= hmin, spacing >= 3hef
3
Anchor capacities increased by a factor or 1.2 per ASCE 7-10 Section 12.4.3.3
A thru I corresponds to fastener orientation (shown on page AL21) from Table Figure 9.3.5.9.1 NFPA 13 2016.
AWSD (Powers Power -Stud+® SD2) Seismic Wedge Anchor in 5000 psi Normal Weight Cracked Concrete (lbs.) 1,2,3
Tolco Figure 910
Dia.
(in.)
3
/8
/2
5
/8
3
/4
1
Embedment
(in.)
A
Pr
3.275
B
Pr
1.156
C
Pr
0.844
D
Pr
1.461
E
Pr
1.156
F
Pr
1.891
G
Pr
3.478
H
Pr
2.459
I
Pr
2.008
2.375
3.750
3.875
4.500
133
293
348
428
275
585
730
890
326
687
870
1057
188
396
502
610
275
585
730
890
230
507
603
742
106
230
280
343
150
325
396
485
184
398
486
594
1
Values calculated in accordance with ASCE 7-10 See ICC-ESR 2502 for complete product installation information
Assumptions for table: seismic anchoring conditions, edge distance >= Cac, slab thickness >= hmin, spacing >= 3hef
3
Anchor capacities increased by a factor or 1.2 per ASCE 7-10 Section 12.4.3.3
A thru I corresponds to fastener orientation (shown on page AL21) from Table Figure 9.3.5.9.1 NFPA 13 2016.
2
Power-Stud+® is a registered trademark used by Power® Fasteners, Inc.
All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified.
Fire Protection Solutions
AL14
Revised 11/30/2015
Anchor Load Charts
2
Anchor Load Charts
ASCE 7-10
AWSD / Powers Power-Stud+® SD2 Seismic Wedge Anchors
In 6000 psi Normal Weight Cracked Concrete
AWSD (Powers Power -Stud+® SD2) Seismic Wedge Anchor in 6000 psi Normal Weight Cracked Concrete (lbs.) 1,2,3
Tolco Figure 980
Dia.
(in.)
3
/8
/2
5
/8
3
/4
1
Embedment
(in.)
A
Pr
3.275
B
Pr
1.156
C
Pr
0.844
D
Pr
1.461
E
Pr
1.156
F
Pr
1.891
G
Pr
3.478
H
Pr
2.469
I
Pr
2.008
2.375
3.750
3.875
4.500
139
314
375
461
285
615
770
938
336
716
911
1106
194
413
526
639
285
615
770
938
242
544
649
798
111
243
298
365
156
344
422
516
192
421
517
632
1
Values calculated in accordance with ASCE 7-10 See ICC-ESR 2502 for complete product installation information
Assumptions for table: seismic anchoring conditions, edge distance >= Cac, slab thickness >= hmin, spacing >= 3hef
3
Anchor capacities increased by a factor or 1.2 per ASCE 7-10 Section 12.4.3.3
A thru I corresponds to fastener orientation (shown on page AL21) from Table Figure 9.3.5.9.1 NFPA 13 2016.
2
AWSD (Powers Power -Stud+® SD2) Seismic Wedge Anchor in 6000 psi Normal Weight Cracked Concrete (lbs.) 1,2,3
Tolco Figure 909
Dia.
(in.)
3
/8
/2
5
/8
3
/4
1
Embedment
(in.)
A
Pr
2.626
B
Pr
1.002
C
Pr
0.873
D
Pr
1.513
E
Pr
1.002
F
Pr
1.516
G
Pr
2.460
H
Pr
1.740
I
Pr
1.420
2.375
3.750
3.875
4.500
165
369
445
546
308
661
833
1014
330
705
896
1088
191
407
517
628
308
661
833
1014
286
640
770
945
137
297
371
452
194
421
525
640
238
515
643
784
1
Values calculated in accordance with ASCE 7-10 See ICC-ESR 2502 for complete product installation information
Assumptions for table: seismic anchoring conditions, edge distance >= Cac, slab thickness >= hmin, spacing >= 3hef
3
Anchor capacities increased by a factor or 1.2 per ASCE 7-10 Section 12.4.3.3
A thru I corresponds to fastener orientation (shown on page AL21) from Table Figure 9.3.5.9.1 NFPA 13 2016.
2
Anchor Load Charts
AWSD (Powers Power -Stud+® SD2) Seismic Wedge Anchor in 6000 psi Normal Weight Cracked Concrete (lbs.) 1,2,3
Tolco Figure 910
Dia.
(in.)
3
/8
/2
5
/8
3
/4
1
Embedment
(in.)
A
Pr
3.275
B
Pr
1.156
C
Pr
0.844
D
Pr
1.461
E
Pr
1.156
F
Pr
1.891
G
Pr
3.478
H
Pr
2.459
I
Pr
2.008
2.375
3.750
3.875
4.500
139
314
375
461
285
615
770
938
336
716
911
1106
194
413
526
639
285
615
770
938
242
544
649
798
111
243
298
365
156
344
422
516
192
421
517
632
1
Values calculated in accordance with ASCE 7-10 See ICC-ESR 2502 for complete product installation information
Assumptions for table: seismic anchoring conditions, edge distance >= Cac, slab thickness >= hmin, spacing >= 3hef
3
Anchor capacities increased by a factor or 1.2 per ASCE 7-10 Section 12.4.3.3
A thru I corresponds to fastener orientation (shown on page AL21) from Table Figure 9.3.5.9.1 NFPA 13 2016.
2
Power-Stud+® is a registered trademark used by Power® Fasteners, Inc.
All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified.
Revised 11/30/2015
AL15
Fire Protection Solutions
Anchor Load Charts
ASCE 7-10
Wood-Knocker™
In 3000 psi Sand Lightweight Concrete
Wood-Knocker™ in 3000 psi Sand Lightweight Concrete (lbs.) 1,2,3
Tolco Figure 980
Dia.
(in.)
3
/8
/2
5
/8
3
/4
1
Embedment
(in.)
A
Pr
3.275
B
Pr
1.156
C
Pr
0.844
D
Pr
1.461
E
Pr
1.156
F
Pr
1.891
G
Pr
3.478
H
Pr
2.469
I
Pr
2.008
2
2
2
2
128
139
139
139
248
293
293
293
288
351
351
351
166
202
202
202
248
293
293
293
221
240
240
240
98
112
112
112
139
159
159
159
170
194
194
194
1
Values calculated in accordance with ASCE 7-10 See ICC-ESR 3657 for complete product installation information
Assumptions for table: seismic anchoring conditions, edge distance >= 8”, slab thickness >= hmin, spacing >= 3hef
3
Anchor capacities increased by a factor or 1.2 per ASCE 7-10 Section 12.4.3.3
A thru I corresponds to fastener orientation (shown on page AL21) from Table Figure 9.3.5.9.1 NFPA 13 2016.
2
Wood-Knocker™ in 3000 psi Sand Lightweight Concrete (lbs.) 1,2,3
Tolco Figure 909
Dia.
(in.)
3
/8
/2
5
/8
3
/4
1
Embedment
(in.)
A
Pr
2.626
B
Pr
1.002
C
Pr
0.873
D
Pr
1.513
E
Pr
1.002
F
Pr
1.516
G
Pr
2.460
H
Pr
1.740
I
Pr
1.420
2
2
2
2
150
165
165
165
266
319
319
319
283
344
344
344
164
199
199
199
266
319
319
319
260
287
287
287
120
141
141
141
170
200
200
200
208
244
244
244
1
Values calculated in accordance with ASCE 7-10 See ICC-ESR 3657 for complete product installation information
Assumptions for table: seismic anchoring conditions, edge distance >= 8”, slab thickness >= hmin, spacing >= 3hef
3
Anchor capacities increased by a factor or 1.2 per ASCE 7-10 Section 12.4.3.3
A thru I corresponds to fastener orientation (shown on page AL21) from Table Figure 9.3.5.9.1 NFPA 13 2016.
Wood-Knocker™ in 3000 psi Sand Lightweight Concrete (lbs.) 1,2,3
Tolco Figure 910
Dia.
(in.)
3
/8
/2
5
/8
3
/4
1
Embedment
(in.)
A
Pr
3.275
B
Pr
1.156
C
Pr
0.844
D
Pr
1.461
E
Pr
1.156
F
Pr
1.891
G
Pr
3.478
H
Pr
2.459
I
Pr
2.008
2
2
2
2
128
139
139
139
248
293
293
293
288
351
351
351
166
202
202
202
248
293
293
293
221
240
240
240
98
112
112
112
139
159
159
159
170
194
194
194
1
Values calculated in accordance with ASCE 7-10 See ICC-ESR 3657 for complete product installation information
Assumptions for table: seismic anchoring conditions, edge distance >= 8”, slab thickness >= hmin, spacing >= 3hef
3
Anchor capacities increased by a factor or 1.2 per ASCE 7-10 Section 12.4.3.3
A thru I corresponds to fastener orientation (shown on page AL21) from Table Figure 9.3.5.9.1 NFPA 13 2016.
2
Wood Knocker™ is a registered trademark used by Power® Fasteners, Inc.
All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified.
Fire Protection Solutions
AL16
Revised 11/30/2015
Anchor Load Charts
2
Anchor Load Charts
ASCE 7-10
Wood-Knocker™
In 3000 psi Normal Weight Cracked Concrete
Wood-Knocker™ in 3000 psi Normal Weight Cracked Concrete (lbs.) 1,2,3
Tolco Figure 980
Dia.
(in.)
3
/8
/2
5
/8
3
/4
1
Embedment
(in.)
A
Pr
3.275
B
Pr
1.156
C
Pr
0.844
D
Pr
1.461
E
Pr
1.156
F
Pr
1.891
G
Pr
3.478
H
Pr
2.469
I
Pr
2.008
2
2
2
2
144
163
163
163
268
345
345
345
308
412
412
412
178
238
238
238
268
345
345
345
249
283
283
283
108
132
132
132
153
187
187
187
188
229
229
229
1
Values calculated in accordance with ASCE 7-10 See ICC-ESR 3657 for complete product installation information
Assumptions for table: seismic anchoring conditions, edge distance >= 8”, slab thickness >= hmin, spacing >= 3hef
3
Anchor capacities increased by a factor or 1.2 per ASCE 7-10 Section 12.4.3.3
A thru I corresponds to fastener orientation (shown on page AL21) from Table Figure 9.3.5.9.1 NFPA 13 2016.
2
Wood-Knocker™ in 3000 psi Normal Weight Cracked Concrete (lbs.) 1,2,3
Tolco Figure 909
Dia.
(in.)
3
/8
/2
5
/8
3
/4
1
Embedment
(in.)
A
Pr
2.626
B
Pr
1.002
C
Pr
0.873
D
Pr
1.513
E
Pr
1.002
F
Pr
1.516
G
Pr
2.460
H
Pr
1.740
I
Pr
1.420
2
2
2
2
168
195
195
195
286
375
375
375
303
405
405
405
175
234
234
234
286
375
375
375
290
337
337
337
130
166
166
166
184
235
235
235
226
288
288
288
1
Values calculated in accordance with ASCE 7-10 See ICC-ESR 3657 for complete product installation information
Assumptions for table: seismic anchoring conditions, edge distance >= 8”, slab thickness >= hmin, spacing >= 3hef
3
Anchor capacities increased by a factor or 1.2 per ASCE 7-10 Section 12.4.3.3
A thru I corresponds to fastener orientation (shown on page AL21) from Table Figure 9.3.5.9.1 NFPA 13 2016.
2
Anchor Load Charts
Wood-Knocker™ in 3000 psi Normal Weight Cracked Concrete (lbs.) 1,2,3
Tolco Figure 910
Dia.
(in.)
3
/8
/2
5
/8
3
/4
1
Embedment
(in.)
A
Pr
3.275
B
Pr
1.156
C
Pr
0.844
D
Pr
1.461
E
Pr
1.156
F
Pr
1.891
G
Pr
3.478
H
Pr
2.459
I
Pr
2.008
2
2
2
2
144
163
163
163
268
345
345
345
308
412
412
412
178
238
238
238
268
345
345
345
249
283
283
283
108
132
132
132
153
187
187
187
188
229
229
229
1
Values calculated in accordance with ASCE 7-10 See ICC-ESR 3657 for complete product installation information
Assumptions for table: seismic anchoring conditions, edge distance >= 8”, slab thickness >= hmin, spacing >= 3hef
3
Anchor capacities increased by a factor or 1.2 per ASCE 7-10 Section 12.4.3.3
A thru I corresponds to fastener orientation (shown on page AL21) from Table Figure 9.3.5.9.1 NFPA 13 2016.
2
Wood Knocker™ is a registered trademark used by Power® Fasteners, Inc.
All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified.
Revised 11/30/2015
AL17
Fire Protection Solutions
Anchor Load Charts
ASCE 7-10
Wood-Knocker™
In 4000 psi Normal Weight Cracked Concrete
Wood-Knocker™ in 4000 psi Normal Weight Cracked Concrete (lbs.) 1,2,3
Tolco Figure 980
Dia.
(in.)
3
/8
/2
5
/8
3
/4
1
Embedment
(in.)
A
Pr
3.275
B
Pr
1.156
C
Pr
0.844
D
Pr
1.461
E
Pr
1.156
F
Pr
1.891
G
Pr
3.478
H
Pr
2.469
I
Pr
2.008
2
2
2
2
159
185
189
189
286
384
398
398
325
456
476
476
187
263
275
275
286
384
398
398
276
321
327
327
117
148
152
152
166
210
216
216
203
257
264
264
1
Values calculated in accordance with ASCE 7-10 See ICC-ESR 3657 for complete product installation information
Assumptions for table: seismic anchoring conditions, edge distance >= 8”, slab thickness >= hmin, spacing >= 3hef
3
Anchor capacities increased by a factor or 1.2 per ASCE 7-10 Section 12.4.3.3
A thru I corresponds to fastener orientation (shown on page AL21) from Table Figure 9.3.5.9.1 NFPA 13 2016.
2
Wood-Knocker™ in 4000 psi Normal Weight Cracked Concrete (lbs.) 1,2,3
Tolco Figure 909
Dia.
(in.)
3
/8
/2
5
/8
3
/4
1
Embedment
(in.)
A
Pr
2.626
B
Pr
1.002
C
Pr
0.873
D
Pr
1.513
E
Pr
1.002
F
Pr
1.516
G
Pr
2.460
H
Pr
1.740
I
Pr
1.420
2
2
2
2
184
220
225
225
304
417
433
433
321
448
468
468
185
259
270
270
304
417
433
433
319
381
389
389
139
185
192
192
197
262
271
271
241
321
332
332
1
Values calculated in accordance with ASCE 7-10 See ICC-ESR 3657 for complete product installation information
Assumptions for table: seismic anchoring conditions, edge distance >= 8”, slab thickness >= hmin, spacing >= 3hef
3
Anchor capacities increased by a factor or 1.2 per ASCE 7-10 Section 12.4.3.3
A thru I corresponds to fastener orientation (shown on page AL21) from Table Figure 9.3.5.9.1 NFPA 13 2016.
Wood-Knocker™ in 4000 psi Normal Weight Cracked Concrete (lbs.) 1,2,3
Tolco Figure 910
Dia.
(in.)
3
/8
/2
5
/8
3
/4
1
Embedment
(in.)
A
Pr
3.275
B
Pr
1.156
C
Pr
0.844
D
Pr
1.461
E
Pr
1.156
F
Pr
1.891
G
Pr
3.478
H
Pr
2.459
I
Pr
2.008
2
2
2
2
159
185
189
189
286
384
398
398
325
456
476
476
187
263
275
275
286
384
398
398
276
321
327
327
117
148
152
152
166
210
216
216
203
257
264
264
1
Values calculated in accordance with ASCE 7-10 See ICC-ESR 3657 for complete product installation information
Assumptions for table: seismic anchoring conditions, edge distance >= 8”, slab thickness >= hmin, spacing >= 3hef
3
Anchor capacities increased by a factor or 1.2 per ASCE 7-10 Section 12.4.3.3
A thru I corresponds to fastener orientation (shown on page AL21) from Table Figure 9.3.5.9.1 NFPA 13 2016.
2
Wood Knocker™ is a registered trademark used by Power® Fasteners, Inc.
All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified.
Fire Protection Solutions
AL18
Revised 11/30/2015
Anchor Load Charts
2
Anchor Load Charts
ASCE 7-10
Wood-Knocker™
In 5000 psi Normal Weight Cracked Concrete
Wood-Knocker™ in 5000 psi Normal Weight Cracked Concrete (lbs.) 1,2,3
Tolco Figure 980
Dia.
(in.)
3
/8
/2
5
/8
3
/4
1
Embedment
(in.)
A
Pr
3.275
B
Pr
1.156
C
Pr
0.844
D
Pr
1.461
E
Pr
1.156
F
Pr
1.891
G
Pr
3.478
H
Pr
2.469
I
Pr
2.008
2
2
2
2
172
202
211
211
300
409
445
445
338
482
532
532
195
278
307
307
300
409
445
445
297
351
365
365
124
160
170
170
176
226
241
241
216
277
295
295
1
Values calculated in accordance with ASCE 7-10 See ICC-ESR 3657 for complete product installation information
Assumptions for table: seismic anchoring conditions, edge distance >= 8”, slab thickness >= hmin, spacing >= 3hef
3
Anchor capacities increased by a factor or 1.2 per ASCE 7-10 Section 12.4.3.3
A thru I corresponds to fastener orientation (shown on page AL21) from Table Figure 9.3.5.9.1 NFPA 13 2016.
2
Wood-Knocker™ in 5000 psi Normal Weight Cracked Concrete (lbs.) 1,2,3
Tolco Figure 909
Dia.
(in.)
3
/8
/2
5
/8
3
/4
1
Embedment
(in.)
A
Pr
2.626
B
Pr
1.002
C
Pr
0.873
D
Pr
1.513
E
Pr
1.002
F
Pr
1.516
G
Pr
2.460
H
Pr
1.740
I
Pr
1.420
2
2
2
2
198
240
251
251
318
442
484
484
334
474
523
523
193
274
302
302
318
442
484
484
342
415
435
435
146
198
214
214
207
280
303
303
253
342
371
371
1
Values calculated in accordance with ASCE 7-10 See ICC-ESR 3657 for complete product installation information
Assumptions for table: seismic anchoring conditions, edge distance >= 8”, slab thickness >= hmin, spacing >= 3hef
3
Anchor capacities increased by a factor or 1.2 per ASCE 7-10 Section 12.4.3.3
A thru I corresponds to fastener orientation (shown on page AL21) from Table Figure 9.3.5.9.1 NFPA 13 2016.
2
Anchor Load Charts
Wood-Knocker™ in 5000 psi Normal Weight Cracked Concrete (lbs.) 1,2,3
Tolco Figure 910
Dia.
(in.)
3
/8
/2
5
/8
3
/4
1
Embedment
(in.)
A
Pr
3.275
B
Pr
1.156
C
Pr
0.844
D
Pr
1.461
E
Pr
1.156
F
Pr
1.891
G
Pr
3.478
H
Pr
2.459
I
Pr
2.008
2
2
2
2
172
202
211
211
300
409
445
445
338
482
532
532
195
278
307
307
300
409
445
445
297
351
365
365
124
160
170
170
176
226
241
241
216
277
295
295
1
Values calculated in accordance with ASCE 7-10 See ICC-ESR 3657 for complete product installation information
Assumptions for table: seismic anchoring conditions, edge distance >= 8”, slab thickness >= hmin, spacing >= 3hef
3
Anchor capacities increased by a factor or 1.2 per ASCE 7-10 Section 12.4.3.3
A thru I corresponds to fastener orientation (shown on page AL21) from Table Figure 9.3.5.9.1 NFPA 13 2016.
2
Wood Knocker™ is a registered trademark used by Power® Fasteners, Inc.
All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified.
Revised 11/30/2015
AL19
Fire Protection Solutions
Anchor Load Charts
ASCE 7-10
Wood-Knocker™
In 6000 psi Normal Weight Cracked Concrete
Wood-Knocker™ in 6000 psi Normal Weight Cracked Concrete (lbs.) 1,2,3
Tolco Figure 980
Dia.
(in.)
3
/8
/2
5
/8
3
/4
1
Embedment
(in.)
A
Pr
3.275
B
Pr
1.156
C
Pr
0.844
D
Pr
1.461
E
Pr
1.156
F
Pr
1.891
G
Pr
3.478
H
Pr
2.469
I
Pr
2.008
2
2
2
2
182
217
231
231
311
430
488
488
348
503
583
583
201
290
337
337
311
430
488
488
315
376
400
400
130
169
187
187
184
240
264
264
226
293
323
323
1
Values calculated in accordance with ASCE 7-10 See ICC-ESR 3657 for complete product installation information
Assumptions for table: seismic anchoring conditions, edge distance >= 8”, slab thickness >= hmin, spacing >= 3hef
3
Anchor capacities increased by a factor or 1.2 per ASCE 7-10 Section 12.4.3.3
A thru I corresponds to fastener orientation (shown on page AL21) from Table Figure 9.3.5.9.1 NFPA 13 2016.
2
Wood-Knocker™ in 6000 psi Normal Weight Cracked Concrete (lbs.) 1,2,3
Tolco Figure 909
Dia.
(in.)
3
/8
/2
5
/8
3
/4
1
Embedment
(in.)
A
Pr
2.626
B
Pr
1.002
C
Pr
0.873
D
Pr
1.513
E
Pr
1.002
F
Pr
1.516
G
Pr
2.460
H
Pr
1.740
I
Pr
1.420
2
2
2
2
209
256
275
275
328
463
531
531
344
495
573
573
199
286
331
331
328
463
531
531
361
443
477
477
152
208
235
235
215
294
332
332
263
360
407
407
1
Values calculated in accordance with ASCE 7-10 See ICC-ESR 3657 for complete product installation information
Assumptions for table: seismic anchoring conditions, edge distance >= 8”, slab thickness >= hmin, spacing >= 3hef
3
Anchor capacities increased by a factor or 1.2 per ASCE 7-10 Section 12.4.3.3
A thru I corresponds to fastener orientation (shown on page AL21) from Table Figure 9.3.5.9.1 NFPA 13 2016.
Wood-Knocker™ in 6000 psi Normal Weight Cracked Concrete (lbs.) 1,2,3
Tolco Figure 910
Dia.
(in.)
3
/8
/2
5
/8
3
/4
1
Embedment
(in.)
A
Pr
3.275
B
Pr
1.156
C
Pr
0.844
D
Pr
1.461
E
Pr
1.156
F
Pr
1.891
G
Pr
3.478
H
Pr
2.459
I
Pr
2.008
2
2
2
2
182
217
231
231
311
430
488
488
348
503
583
583
201
290
337
337
311
430
488
488
315
376
400
400
130
169
187
187
184
240
264
264
226
293
323
323
1
Values calculated in accordance with ASCE 7-10 See ICC-ESR 3657 for complete product installation information
Assumptions for table: seismic anchoring conditions, edge distance >= 8”, slab thickness >= hmin, spacing >= 3hef
3
Anchor capacities increased by a factor or 1.2 per ASCE 7-10 Section 12.4.3.3
A thru I corresponds to fastener orientation (shown on page AL21) from Table Figure 9.3.5.9.1 NFPA 13 2016.
2
Wood Knocker™ is a registered trademark used by Power® Fasteners, Inc.
All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified.
Fire Protection Solutions
AL20
Revised 11/30/2015
Anchor Load Charts
2
Anchor Load Charts
Table Figure 9.3.5.9.1
NFPA 13 2016
Anchor Load Charts
All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified.
Revised 11/30/2015
AL21
Fire Protection Solutions