Phillips Bugle Head, Fine Thread, Phosphate Coating
Size
Part No.
Qty.
Lbs.*
Material Application
6 x 3/4
606
15M
38
Attaches gypsum board to light gauge steel.
6 x 1
610
10M
30
Attaches gypsum board to light gauge steel.
6 x 1-1/8
611
10M
33
Attaches gypsum board to light gauge steel.
6 x 1-1/4
614
8M
28
Attaches gypsum board to light gauge steel.
6 x 1-1/2
612
6M
23
Attaches gypsum board to light gauge steel.
6 x 1-5/8
615
5M
22
Attaches gypsum board to light gauge steel.
6 x 1-3/4
616
4M
20
Attaches gypsum board to light gauge steel.
6 x 2
620
3.5M
19
Attaches gypsum board to light gauge steel.
6 x 2-1/4
624
3M
18
Attaches gypsum board to light gauge steel.
Size
Part No.
Qty.
Lbs.*
Material Application
7 x 1-1/2
712
6M
33
Attaches gypsum board to light gauge steel.
7 x 2-1/2
722
2.5M
20
Attaches gypsum board to light gauge steel.
Size
Part No.
Qty.
Lbs.*
Material Application
8 x 2-1/2
822
2.5M
22
Attaches double or multi-layered drywall to metal studs.
8 x 3
830
2M
21
Attaches double or multi-layered drywall to metal studs.
Size
Part No.
Qty.
Lbs.*
Material Application
10 x 3-1/2
1031
1M
17
Attaches gypsum board, foam, insulation to wood.
10 x 3-3/4
1033
.8M
15
Attaches gypsum board, foam, insulation to wood.
10 x 4
1040
.8M
16
Attaches gypsum board, foam, insulation to wood.
10 x 4-1/2
1041
.5M
12
Attaches gypsum board, foam, insulation to wood.
10 x 5
1050
.5M
13
Attaches gypsum board, foam, insulation to wood.
10 x 6
1060
.5M
15
Attaches gypsum board, foam, insulation to wood.
*Carton weights are approximate and may vary.
Specifications
Meets ASTM A 510 for carbon steel manufacturing
Meets ASTM C 1002 for attaching gypsum board to steel studs
Test Results
Pullout Values (Avg. Lbs.)
Fastener
Steel Gauge
Size
22
20
18
16
14
12
6 x 1 - 6 x 1-5/8
230
325
6 x 2 - 8 x 3
166
237
406
505
876
1050
Shear Values (Avg. Lbs.)
Fastener
Steel Gauge (Lapped)
Size
22
20
18
16
14
12
6 x 1 - 6 x 1-5/8
532
568
6 x 2 - 8 x 3
525
787
966
1044
The values listed are averages achieved under laboratory conditions and imply no warranty. Appropriate safety factors should be applied to these values for design purposes.
