Anchors And Epoxies

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Trubolt Carbon Steel with Zinc Plating ....' I. ' . '. ./ 1... .. 872..32*,7'•'••:Y=-4.. rl •Typical Al;plication:rl_ - eslrudural.columni, ·,Michinery. Equipment etc R . 11 . tiEn»iminiZIntetior i .. ....,047...: :- (non-arrosive), -=.. · Level of Corrosion-low s.r · ' 042."..:'&. -...4- .... I

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PART NUMBER

WS-1416 WS-1422 WS-1432 WS·3822 WS-3826 WS-3830 tengthmlleadit:mp-pip,Ws<M embed 036mihipitiOnatterbiliEation WS-3836 INS-3850 WS-3870 WS-1226 -readed'* WS-1236 WS-1242 WS-1244 WS-1254 WS-1270 *1•st,Intest :teel* WS-5834 ew./.4 WS-5842 An#Bod,-,vaillble M f.n(·plated WS·5850 MEAW#ppedgihibdi•fl304 WS-5860 Mahliessteel and 316 •iniessittel WS-5870 WS-5884 WS"58100 WS-3442 WS-3446 WS-3454 WS-3462 WS-3470 WS-3484 WS-34100 WS-34120 WS-7860 WS-7880 WS-78100 WS-10060 WS-10090 WS-100120 TIEWIRE TW-1400 .,

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MeetsASTM B633 Sa,Type Ill spedfications forelectroplating of5um =.0002" thickness.

Thismaterialiswell suited for non-corrosive environments

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THREAD LENGTH In. (mm) 3/4 14/4 2-1/4 1-1/8 1-5/8 1-3/4 2-1/2 3-3/4 2-1/4 14/4 24/4 2-3/4 3 3 4-1/2 1-3/4 2-ln 34/4 4-1/4 5-1/4 5-3/4 5-3/4 1-3/4 2-1/4 3 3-3/4 4-ln 5-3/4 5-3/4 1-3/4 2-ln 2-ln 2-1/2 2-1/2 2-1/2 2-1/2 11/A

(19.1(31.8 (571 (28.6 (41.3 (445 (93 (912 (57.2 01.8 (57.2 (69.9 (76.2 (76.2 014.3 (443 (633 (816 (107.9 (133.4 (146.0 (146.0 (443 (57.2 (76.2 (953 (114.3 (146.0 (146.0 (443 (633 (633 (63.5 (63.5 (63.5 (633 I

ANCHOR DIA. &DRIUBIT SIZE(THREADS) PERINCH

1/4'-20

1-3/4 2-1/4 3-1/4 2-1/4 2-3/4 3 3-3/4 5 1 2-3/4 3-3/4 +1/4 +in s.in 7 34/2 4-1/4 5 6 7 8-ln 10 44/4 +3/4 M/2 64/4 1 8-1/2 10 12 6 8 10 '6 9 12

3/8"-16

1/2'-13

5/8'-11

3/4'-10

71r -9 r -8

MAX. THICKNESS OF MATERIAL TO BEFASTENED In. (mml 3/8 (95 (44.5(57 0362 7/8 (212 14/8 (47.6 (82.6 3/8 (95 (571 718 (22.2 (69.9 (76.2 14/8 (28.6 (953 1-7/8 (47.6 3-1/8 09.4 (127.0 (177.8 5-1/8 0301 1/8 0.2 (a9 1 (25.4 (95.3 003.0 1-1/2 08.1 (1143 1-3/4 (445 2-3/4 (693 (139.7 (177.8 4-1/4 (108.0 1/8 (3.2 (88.9 7/8 (212 103.0 1-5/8 (413 1210 2-5/8 (66.7 152.4 3-5/8 (911 ln.8 5-1/8 (130.2 1153 6-5/8 (1683 254.0 1/4 01.8 108.0 3/4 {19.1 120.7 1-1/2 (38.1 139.7 2-114 (57.2 ., 158.8 3 061, .

177.8 +10 (1143 215.9 6 0514 254.0 8 (2031 304.8 1.3/8 (34.9 052.4 3-3/8 ' -(85.7. (203.2 5-3/8 (1365..

(254.0 (1514 112 017; '.1 (228.6 3-in (883 (3048 6·1/2 (lai

OVERALL LENGTH In. (mm)

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2-3n6

1/4'-20

(556)

9/32-hole

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SYNII 5 PER BOX · ' Ibs.

QIYAVT PERMASTER CARTON Ibg

1000/ 32 100/ 3.1 1000/.37 100/ 3.6 i'860/•39 100/ 43 500/ 41 50/ 4.1 .400/'39.'

50/ 4.7 50/ 5.0 400/ 41 300/ 36 50/ 53 250/ 38 50/ 7.4 250/ 53 SQ/10.4 200/ 38 151 4.6 150/ 35 251 53 ·150/38 25/61 '150/·39 15/ 65· 150/ 47: 1911 151 93 150/ 57 100/ 37 10/ 16 100/.,42 .,10/ 4.1 7.100/38 10/ 4.7 50/· 23 10/ 5.4 30/.19..

10/ 61 JO/, 25 10/ 8.0 10/ 9.4 . fjwmig: '60/ 42..

10/ 63: ·W '45 10/ 7A 50/ 41 10/ 8.1 30/'28 10/ 9.1 30/·30 ' 10/ 9.7 30/ 38 10/113 30/ 43 10/14.0 30/ 51 10/16.6 2st n _51.63_ --5/ 8.1 •-·:1545/ 9.8- .-' -15/:30 25/ 43,+ 5/ 83 ' 5/11.6 ,,35/:36.

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THREAD LENGTH In.(mm)

ANCHOR DIA & DRILLBIT SIZE (THREADS} PERINCH

WS-12266 WS-12426 WS-12546 WS-12706 WS-58346 WS-58606 WS-34466 WS-34546 WS-3484G

1-1/4 (31.8) 2-3/4 (69.9) 3 062) +1/2 : 11143) 1-3/4 (441 4-1/4 0073) 24/4 (572) 3 061) 5-3/4 (146.0)

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OVERALL LENGTH In. (mm) .

5/8'-11 3/4'-10

2-3/4 4-1/4 54/2 7 34/2 6 4-3/4 5-1/2 8-1/2

(693) (108.0) (139.7) (ln.8) (883) (1524) (120.71 (139.4 (2153)

MAX THICKNESS OFMATERIAL TO BE FASTENED In.(mm) 1/8 1-1/'2 2-3/4 +1/4 1/8 1-58 3/4 1412 4-in

0.21 (38.1) (69.9) 008.0) 0.2) (657) 09.1) (38.1) 11143)

QTYANT- 7 -SYNII, PER BOX ' PER MASTER lbs. aRTON lbs.

25/ 4.8 15/ '63 25/ 8.0 151 9J .

10/ 37 10/ 5.6 10/ 7,5 10/ 8.4 10/ 123

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THREAD LENGTH In. (mm)

3/4 WW-1416 14/4 WW·1422 2.1/4 WW4432 WW-3822 1-1/8 1-5/8 WW-3826 WW-3830 1-3/4 2-1/2 WW-3836 3-3/4 WW-3850 WW-1226 1.1/4 2-1/4 WW-1236 WW-1242 2·3/4 WW-1254 3 3-1/2 WW-1270 WW-5834 1-3/4 WW-5842 2-1/2 3.1/4 WW-5850 4-1/4 WW-5860 5-ln WW-5870 3-1/2 WW-5884 1-3/4 WW-3442 WW-3446 2-1/4 3 WW-3454 4 WW-3470 5-3/4 WW-3484 WW-34100 1-3/4 WW-10060 2-ln WW-10090 2-1/2 WW-100120 2-1/2

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Serves many applications well. It withstands rusting in architecturaland food processing environments and resists organic chemicals, dye stuffs and many inorganic chemicals.

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Typla,Applicationsaadding,St,dium Seating, etc Environment-Urban F :: 1 li'.,9: i. Of,. / I 1,«431 . (slight to moderate .. , degreeofpollution) tr- * !: 4 6/EAV level of Corrosion-Medium L:.··-EYM·/FA

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19.1 31.8 57.2 18.6 413 44.5 633 953 31.8 91 693 761 88.9 44.5 633 82.6 (' 07.9 ( 39.7.

88.9 43 57.2 761 ( 01.6 ( 46.0 443 (633 (633 (633

ANCHOR DIA. & DRILL BIT SIZE (THREADS) PERINCH 1/4'-20

OVERALL LENGTH In. (mm) 1-3/4 24/4 3-1/4 24/4 2.3/4 3 3.3/4 5 2-3/4 3-3/4 4-1/4 5-1/2 7 3-ln +1/4 5 6 7 8.1/2 4-1/4 4-3/4 5-1/2 7 8-ln 10 6 9 12

3/8'-16

1/2'-13

5/8'-11

314" - 10

r- 8

(443 (57.2 (82.6 (57.2 (69.9 (76.2 (953 (127.0 (69.9 (953 (108.0 (139.7 (177.8 (88.9 (108.0 (127.0 (152.4 (177.8 (215.9 (103.0 (120.7 (139.7 (177.8 (215.9 (254.0 (152.4) (22&6) (304.8)

MAX. THICKNESS OF MATERIAL TO BE FASTENED In. (mm).

(93 3/8 (212 7/8 (47.6 1-7/8 (95 3/B (212 1m (28.6 1.1/8 (47.6 1-7/8 (79.4 3-1/8 1/8 01 (25.4 (38.1 1-ln (69.9 2-3/4 (108.0 4-1/4 1/8 01 7/3- (22.2 (413 1-5/8 (66.7 2-5/8 (911 3-5/8 (130.2 54/8 1/4 (1.6 (19.1 314 (38.1 1-ln (761 3 (1143 4-1/2 (152.4 6 (117 1n (a9 M/2 64/2 (165.1

WYNII PER BOX lbs.

S'(Nil PER MASTER aRTON IbL

100/ 12 100/ •3.7 100/ 48 50/ 4.1 50/ 4.8 50/ 5.1 50/ 6.0 501 15 25/ 4.7 151 52 25/ 63 25/ 7.7 25/ 9A 10/ 3.6 10/ 42 10/ 4.8 10/ 55 10/ 6.2 10/ 8.0 10/ 6.8 10/ 6.7 10/ 73 10/ 91 10/ 123 10/ 133 5/ 83 5/ 11A 5/liO

1000/ 1000/ 800/ 500/ 400/ 400/ 300/ 250/ 200/ 150/ 150/ 150/ 150/ 100/ 100/ 100/ 50/ 301 30/ 601 60/ 50/ 30/ 30/ 30/ 25/ 15/ 15/

32 37 39 41 39 42 31 39 38 36 39 47 57 37 43 49 28 10 25 42 41 38 28 38 42 43 35 46

1 Contains more nickel and dlromiumthanType 304, and 2%-3% molybdenum,which gives it better corrosion resistance. It Is espedally more effeaivein chloride environments that tend to cause pitting.

PART NUMBER

SWW-1422 SWW-1432 SWW-3822 SWW-3826 SPAY-3830 SWW-3836 SWW-3850 Smv-1226 SWW-1236 SWW-1242 SWW-1254 SWW-5842 SWW-5850 SWW-5870 SWW-3446 SWW-3454

THREAD LENGTH In.(mm)

1-1/4 01.8) 2-1/4 (571) 1-1/8 08.61 1-5/8 (41.3) 1.3/4 (443) 2-1/2 (63.5) 3-3/4 (95.3} 1-1/4 013) 2.1/4 (57.2) 2-3/4 (69.9) 3 (761) 2.1/2 (633) 34/4 (82.6) 5.1/4 (133.4) 2-1/4 (57.2) 3 (76.2)

ANSHOR DIA. & DRILL BIT SIZE (THREADS) PERINCH 1/4'-

20

3/8'-

16

9-

13 '*

5/8'-

11

3/4'-

10

OVERAU LENGTH In. (mm)

2-1/4 3-1/4 2-1/4 . 2-3/4 3 3-3/4 5 2-3/4 3-3/4 4.1/4 5-1/2 +1/4 5 7 4-3/4 5-1/2

(571) (816) (571) (69.91 061) (953) (1278) (693) (953) 110&0) (139.7) (108.0 (127.01 On.8) (120.7) (139.71

MAX. THICKNESS OF MATERIAL TO BEFASTENED In.(mm}

QTY/WT PER BOX lbs.

QTY/WT PERMASTER aRTON lbs

1/8 14/8 3/8 718 1-1/8 1-7/8 3-1/8 1/8

100/ 3.7 100/ 4.8 50/ 4.1 50/ 4.8 50/ 5.2 50/ 6.0 50/ 73 25/ 4.7 25/ 53 25/ 63 151 75 10/ 4.2 10/ 4.8 1W 6.7 10/ 6.8 10/ 8.1

1000/ 1000/ 500/ 400/ 400/ 300/ 250/ 200/ 150/ 150/ 150/ 100/ 100/ 30/ 60/ 50/

1-1/2 2-3/4 7/8 1-5/8 3-5/8 314 14/2

(221) (28.6) (93) .(212) (28.6) (47.6) (79A) (31) (25.4) 08.1) (69.9) (221) (413) (911) (19.1) 08.1)

37 39 41 39 42 37 39 39 36 40 48 43 49 21 41 41

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.Ultimate Tension and Shear Values (Lbs/kN) in Concrete*

ANCHOR:.";'.INSTA•LAUOH-" '0-ta|BEDMENT' ' •' ANCHOR DIll. ., TORQUE DEPTH TYPE In. (mm}, Ft Lbs. (Nm) In.(mm) 1/4 (6.4)

8 . (10.83

1-1/8 · 08.6) 145/16 (491) 2-1/8 154.0) 3/8 (93) 25 (33.9) 1-1/2 Oil ) 3 (762) 4 (101.6) 1/2 02.7) 55 (74.6) 24/4 5111 41/8 (1018) WS-Carbon or (1514) 6 WS.6 5/8 1159) 90 (1210) 2-3/4 (03) Hot-Dipped 5-1/8 030.2) Galvanized 7-1/2 .(1903) or 3/4 (19.1) 175 0373) 34/4 (816) WW-304 55.

6-518 (1683) or 10 (254.0) SWW-31653.

7/8 (212} '250 1339.01 3-3/4 (953) 6-1/4 (158.8) 8 001.2) i 1 014) 300 (406.7) 4-1/2 (1143) 7-3/8 11873) 9-1/2 12413) 14/4 018) 500 (6773) 5-1/2 (139.7) 1203.2) 8 ' Allowable*m are basedupona 4 to 1 safety faaor. DMde b,4 for allowable load valud

fc=2000 Pit (13.8 MPa) TENSION SHEAR Lbs.(kN) Lbs.(kN) 1,180 2,100 2,260 1,680 3.480 4,SCO 4,660 4,660 5,340 6,580 6,580 7,060 7,120 10,980 10,980 9,520 14,660 14,660 13,940 14,600 18,700 18,140 27.340

(51) (93) (10.1) (73) (153) (21.41 00.7) (20.7) (23.8) (293) (293) 01.4} 01.4 (48.8) (4&8) (42.3) (651) (65.2) (62.0) (643) (83.2) (803) (121.6)

1,400 1,680 1,680 2,320 4,000 4.000 4,760 7.240 7,240 7,120 9,600 9,600 10,120 20,320 20.320 13,160 20,880 20,880 16,080 28,680 28,680 23.280 35,080

fc =6000 7.1 (41.4 MPa) TENSION SHEAR Lbs.(kN) i Lbs.(kit)

fc=4000 PS (27.6 MPal SHEAR TENSION lbs. (kN) Lbo (kN)

(6.2) 0.5) (73) (103) (17.8) (17.8) (211) 02.2) (312} 01.7) (42.7) (417) (45.0) (90.4) (90.4) (583) (923) (919) (713) (127.6) (127.6) (103.6) (156.0)

1,780 3300 3.300 2,240 5,940 5,940 5.100 9,640 9,640 7,180 14,920 15,020 10,840 17,700 17,880 14,740 20,940 20,940 20,180 23,980 26,540 26,380 43.300

(7.9) (141) (14.7) (10.0) (26,4) (26.4) 02.7) (419) (419) (11.9) (66A) (66.8) (43.2) (78.7) (79.5) (65.6) (93.1) (93.11 (89.8) (1067) (118.1) (1173) (1916)

1,400 1,680 1,680 2,620 4.140 4,140 4,760 7,240 7,240 7.120 11.900 11,900 13,720 21740 21740 16,580 28,800 28,800 22,820 37,940 37,940 29,460 44,260

(61) (7.5) US (11.7) (18.41 08.4} (21.2} 012) 012) 81.7) (523) (52.9) (61.0) (105.61 (105.6) (73.8) (12&1) (123.1) (1015) (168.8) (168.8) (131.0) (196.9)

1,900 3,300 3,300 2,840 6.120 6,120 7,040 10,820 10,820 9,720 16,380 16,380 13,100 20,260 23,580 17,420 24,360 24,360 21,180 33,260 33,260 33,640 45,540

(83} (14.7) (14.71 (116) (nm (27.21 013) (48.1) (48.1) (4313 019} (72.91 159.2) (90.11 ( 104.91 (172 (10&4) (103.4) (912) (143.0) (148.0) (149.6) (202.6)

'1,400 120 1,680 3,160 4.500 4.500 7.040 8.160 8,160 9,616 12,520 12.520 15,980 23.740 21740 19,160 28.800 28.800 24,480 38,030 31080 33,780 50,560

(61) OS 173) (14.1) (20.0) (20.0} 013) 063) Oil) (418} (55.71 (55.7) 01.11 t105.61 (105.6) (812} (128.1) (128,1) (1033) (169.4) 069.4) (1503) {224.9)

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EiliOKE':St"Ui:Fi•1• Trubolt Ultimote Tension and Shear Values (Lbs/kN) in Wedge Anchors,LLightweight Concrete* 'ANCHOR 4:··· '.INSTALIATION ·· '-· EMBEDMENT DIA TORQUE DEPTH In. Imm) FLU,1 (Nm) . In.(mm)

UGHTWEIGHTIONCRETE fc =3000 PSI 00.7 MPa)

ANCHOR TYPE

TENSION Lbs. (kit) 3/8

(93)

25

019)

1-1/2 (38.1) WS-Carbon or 3 061) WS-G in (12.71 55 (74.6) 2-1/4 (512) Hot-Dipped 061) 3 Galvanized 4 (101.6) or 5/8 (119) 90 (1210) 3 (76.2) WW-304 53.

5 11210) or 3/4 119.11 175 0373) 34/4 (816) SWW-316 IS. 5-1/4 (1314) 042 Allowable values am based upon a 4 to 1 safety faaor. DMde by 4 for allowable load values.

2,120 2,940 3,600 4.720

(9.41 (13.1) (16.0) (21.0)

6,000 1960 7,160 8,900

06.7) 063) 013) (39.6)

SHEAR Lbs.(kN)

.

3,720 4,240 7,040 6,620 6.920 9,240 9.280 12.600 11920

(16.5) (183) (313) 09.4) 00.8) (41.1) (413) (56.0) 00.8)

LOWER FLUTEOF STEELDECKWITH LIGHTWEIGHTCONCRETE FILL fc= 3000 PSI (20.7 MPa) TENSION SHEAR UL (kN) Lbs.(kN) 1,900 2,840 3,400 4.480 4,800 4,720 6,580 5,840 7.040

(83) 02.6) (15.1) 119.9) (214) 01.0) (293) 06.01 (113)

3,160 ' (14.11 4.000 (17.8) 5.380'(23.9) 6,620 (29.4) 6,440 (28.6) 5,500 (243) 9,140 (4(17) 8,880 (39.5)

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24.• •Concide Atidl•ors

»»i

LARGE DIAMETER TAPCONS

o 'JUMM#Willi.IN'll flinialli:'Al:.,---I'l.--ILDT Carbon and Stainless Steel with Zinc Plating

iilill-==3 ., Ir -Vill

-1 .t'.I ..F.:i.

41•

i':

..9

Cll=ZP-1,=1""m=• U) co.

J-.0X

=0.

Co n ••

'

DRILL BIT DIA. In. (mm)

ANCHOR Dll In. (min)

EFFECTIVE MALTHICKNESS OF MATERIAL LENGTH TOBErASTENED In. (mm) (seedetail on left) In.(mm)

PART NUMBER FOR410 STAINLESS STEEL

PART NUMBER FORCARBON STEEL

SlDT-3816

LDT-3816

3 /8

(93)

5/16

(19}

1-3/4

(443)

SIDT-3824 SLDT-3830

LDT-3824 lOT-3330

3/8 3/8

(95) (93)

5/16 5116

0.9) 051

2-1/2 3

SlDT-3840

WT-3840

3/8

(93)

SLDT-1230

LOT-lBO

1/2

017)

5/16 051 7/16 (11.1)

lDT-1240

1/2

(12.7)

7/16 (11.1)

50/ 10

400/ 24.0

(633) 0611

1 (25.4) 1-ln Oil)

50/ 45 50/ 5.0

400/ 34.0 400/ 40.0

4

001.0

Mn (613)

50/ 63

400/ 52.0

3

(761)

1/2 (117)

151 45

150/ 27.0

4

(101.61

1-1/2 (38.1)

25/ 6.0

150/ 36.6

1/2 (12.71 7/16 Ill.1) Mn (633) s (127.0) LDT-1250 SLDT-1250 042lhemittlessitultgrs winbegold#colorino:dectodifferentiatethem from thearbon steelandion dkhare ever:

19 15

150/ 45.6

Wa l # 0[* 11 i l IOID] Cof:• I Ie] F K 042( 0421,1

IDE

For properselection ofanchor diameters based upon predrilled holes through base plates and fixtures to be fastened.

7/16 1/2 9/16 5/8

ANCHOR DIA In. (mm) 3/8

(93)

17 (117)

SUGGESTED LDTDIAMETER In.(mm) (93) 3/8 (93) 3/8 1n (12.7) 11 (117)

01.1) (12.71 (143) 053)

LDT Anchors EMBEDMENT DEPTH In. (mm)

1/4

QTY/WT QTY/WT PER BOX PER MASTER h CARTON lbs

(6.4)

DESIGN GUIDE

HOLE DiAMETERTHROUGH FIXTURE In.(mm)

LENGTHOF'• In.(mm) . , 1 ,

A B C D E F G H

r

11/2<2 2 <21n 21/2 <3 3 <31n 31/4< 4 4 < 44/2 4-1/2<5 | 5 < 5-1/2

08.1 < 50.8) (50.8 < 633) (615 < 761) (76.2 < 819) (883< 101.6) (101.6< 1143) (1143 < 127.0) ( 127.0< 139.7)

<Allowable Tension and Shear Values* (Lbs/kN) in Concrete .Carbon and Stainless Steel fc=ZOOOP;I (13.8MPa) TENSION SHEAR Lbs.(kN) Lbs.(kN)

fc=3000 PSI (20.7 MPa) TENSION SHEAR Lbs. (kN) Lks.(kN)

fc= 4000 PSI 07.6 MPa) SHEAR TENSION Lbi (kN) Lbs.(kN)

1-in

08.11

334

(12

527

(2.3)

413

(1.8)

691

0.1)

492

(11)

854

2

(50.8)

373

(1.7)

759

0.4)

506

(2.21

807

0,6)

638

(18)

855

(3.8)

2-1/2

(633)

933

(4.21

828

0.7)

937

14.2)

841

0.7)

940

(41)

856

(18) (38)

0.8)

3.1/2

(83.9)

1,349

16.O)

828

(3.7)

1,656

(7.4}

842

(3.71

1,963

(8.A

857

1

(50.8)

895

(4.0)

1,411

(63)

9n

(43)

1,628

(12)

1,059

(4.7)

1,845

(81)

3-ln

(88.91

1.813

(8.0)

1,609

Om

2,011

(&9)

1,822

18.1 )

2,209

(98)

2,035

(9.0)

1,846

(8.2)

2.583

(113)

1,992

(83)

2.622

(11.7)

2,138

(93)

+1/2 (1143) 2.544 (113) o Allowable values are based upon a 4 to 1 safety faaor. (UltimaW4·

'f

coating is available as spedal order.

SLDT-1240

-. -. .: - '. . . I. Effective

Length

Meets ASTM B695 spedfications for zinc plating of 5um =.0002" thickness. This material is well suited for non-corrosive environments. For greatercorrosion resistance GRD2000 442

036'....., 036'.. 036,=- 036..........., 036»-M .. ........ ...,»' ««- 1 036'.'

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106

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1.: 1//ABWd#sit*iSIDbpi•'cO... ",t,' . '.t., » ' :·' • 1_3 ...Oill) :(61'9)'295;61(10 Phone

1 -2.9•4:1,·1619}295'6300.Ad yr.F».OVe 90#,%. 4,

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042 IY#lili[ 01 UK'8 042I.F.1.I••

Multi-Set 11

*1-

Drop-In Anchors F

1-- I•-.-

USERF *APPLICATIONN "r -BASE" TYPE MATERIAL

INK/RteSptinkler

Poured in PlaCe

f' CORROSION : RESISTANCE LEVEL

DROP-IN ANCHOR TYPE

Low

RM

T1

concrete/ lightweight fill de(It Hollow-core

low

RX

PART NUMBER

SETTING TOOL PART NUMBER*

BOLISIZETHREADS PER INCH

DRIUBIT SIZE In. (mm) (93)

THREAD DEPTH In. (mm) 3/8

(93)

EMBEDMENT MIN. HOLE , DEPTH In. (mm)

RM-14

RT-114

1/4'- 20

3/8

RM-38

RT-138

3/r-16

1n (117)

la (117)

1-5/8 (413)

3/4 (19.1)

2

RM-12

RT-112

1/2' - 13

5/8 (153)

RM-58

RT-158

5/8'- 11

7/8 (212) 1

RM-34

RT-134

3/4'-10

RX-38

RT)(-138

3/8'- 16

10 (12.71

1/2 112.7)

3/8

1

1

QTYAVT QTYAVT PER BOX PER lbs.

MASTER aN lbs

(214) 100/ 2.6

1000/ 28

SO/ 3.4

500/ 36 400/ 49

(501)

50/ 5.8

(214)

2- 1/2 1633)

25/ 7.8

125/ 41

(25.4) 1-1/it 01.8)

3-3/16 (81.0)

25/ 113

100/ 49

3/4 (19.1) 100/ 33

1000/ 36

(25.4) 100/ 2.7

1000/ 28

pre-cast

0

or Posttension' Solid

Medium

concrete

SRM

SRM-14.

RT-114

1/4'-20

3/8

18-8 53.

SRM-38

RT-138

3/8'-16

1/2 (127)

10 (117)

1-5/8 (413)

50/ 3.4

500/ 36

SRM-12

RT-112

1/r -13

5/8 (15.9)

3/4 (19.1)

2

50/ 6.0

400/ 50

SRM-58

RT-158

5/8"- 11

7/8 021) 1

SRM-34

RT-134

3/4"-10

1

SSRIA

SSRM-38

RT-138

3/8' -16

1/2 (12.7)

31653.

SSIM-12

RT-112

1/2'-13

5/8 (119)

1 Solid

High

concrete Concrete Contraaor, General(ontradotllighway

Solid

low

concrete

Sawing ContractoqMi*'Metal

(99

1

(SO.8)

(25.4)

2 -ln (633)

25/ 18.0

125/ 42

(25.4) 1-1/4 01.8)

3-3/16 (81.0)

25/ 12.0

100/ 50

1/2 (12.7)

1 -5/8 (413)

50/ 3.4

500/ 36

3/4 119.1 )

2

50/ 6.0

400/ 50

CL<oil

a.-12

RT-112

1/2'-6

5/8 (119)

Thmaded

Cl-34

RT-134

3/4'-43

1

RL-14 RL-38

RM14 RT-138

1/4'-20 3/8'-16

3/8 (93) 1/2 (127)

3/8 (93) 1/2 (127)

itt-12

RT-112

1/2' - 13

5/8 (153)

3/4 (19.11

RL-58

RT-158

5/8;-11

7/8 (22.2) 1

RL-34

RT-134

3/4'- 10

3/4 (19.1)

05A) 1-1/4 (318)

2

(50.81 (50.8)

50/ 5.7

400/ 47

3-3/16 (81.0

25/ 113

100/49

e:19

*&i 00

2 021

T=1

61"Ir/65.R.r:==P'..i -

Concreteointingl ·' ·· '

(93)

Solid uncrete

, low '

RL (w/0 lip)

1

1 125.4) 100/ 16. 1000/ 28 1 -5/8 (413) 50/ 3.4 , 500/ 36 (503)

50/ 5.8

(25.41

2-1/2 (633)

2

25/ 7.8

M 49 125/ 41

(214) 1-1/4 (31.8)

3-3/16 (81.0)

25/ 11.9

100/ 49

* 1 settingtool permasterarton-except forRX-38whichis 1 perbox.

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'1*8:171.93@ Multi-Set 11 Drop-in Anchors BOLT DIA In. (mm)

Ultimate Shear and Tension Valued (Lbs/kN) in Concrete*

*WANCHOR ' 0 *MIN. EMBEDMENT DIA. .•DEPTH In. (mm) In. (rnm)

1/4

16.4)

3/8

(93)

1

(25.4)

3/8

193)

10

(12.71

1-5/8

(413)

ln

(12.71

5/8

(15.9)

2

(50.8)

5/8

(153)

7/8

(221)

2-1/2

(633)

314

(19.1)

(254)

3-3/16

(81.0)

1

ANCHOR TYPE

TENSION lb:.(1110 f'c = 4000 PSI 07.6 MPa)

fc-2000 PSI (13.8 MPa)

RM, Rl or CL-Carbon or SRM-18-8 53.or SSRM-316 53.

SHEAR Lbs. (kN) f'c 22000 PSI (13.8 MPa)

ft = 6000 PSI (41AMPa)

1

1.680

17.5)

2,360

(10.5)

2,980

(133)

1,080

(48)

2,980

(133)

3,800

(16.9)

6,240

(27.8)

3,160

(14.1)

1300

(14.7)

5,840

(26.0)

8.300

063)

4,580

(20.4)

5.500

(243)

8,640

0&41

11,020

(49.0)

7,440

(31.1)

8,280

(36.8)

9,480

(42.2)

12,260

(543)

10,480

(46.6)

' Allowablevalusarebasedimonaltol gfet¥factoLDMdeb¥4 forallowaWeloadvalues. ;I•i,•r,,•i9,•pr•

4•e....

Multi-Set Il

-

....

k·

I

Ultimate Shear and Tension Values (Lbs/kN) in

Drop-In Anchors : Lightweight Concrete* R , 1 I

U•C' t k..-:-, O X#

a Itt

•0 021

'ANCHOR DIA In. (mm)

BOLT DIA In. (mm)

3/8

(93)

1/2

' • MINIMUM EMBEDMENT DEPTH In.(mm) 1-5/8

(117)

1n

OLD

5/8

(15.9)

2

(50.8)

5/8

(15.9)

7/8

(212)

2-1/2

(633)

3/4

09.1 )

(214)

3-3/16

(81.0)

1

SHEAR l.bs.(kN)

TENSION Lbx ON)

(39.71 RM. Rl orCL-Carbon or SRM-18-8 53. or SSRM-316 Si

LOWER FLUTE OFFEELDECK WITH UGHTWEIGHT a NCRETE FIlL ft = 3000 PSI 20.7 MPa) SHEAR TENSION LbL {kN) U•£(kN)

UGHTWEIGHTCONCRETE f'c= 3000 PSI (20.7 MPa)

ANCHOR TYPE

3,860

(17.2}

4,420

(19.6)

3,340

(14.91

4,420

119.6)

4.080

(18.11

5.640

(25.1)

3,200

(14.23

4,940

(210)

6,280

(273)

10,440

(46.4)

5,960

063)

5,840

' (26.01

11.000

(483)

15,780

001)

8,180

(36.4)

9.120

· (40.6)

,

Allowable 042 valuesate based upen a 4 to l safetyfaaot Divide by 4 for allowable load Values

Multi-Set il

'.

- Ultimate Shear and Tension Values (Lbs/kN) for RX-38

Drop-InAnchors SIZE In. (mm)

" ANCHOR DIA. In. (mm)

1 ....'.... * . 4. :. 2.'

..

liililitic/151933J)13£ r•ilill@: -4& . .

(3/4"Embedment)* HOUOWCORE

40OOPSI (27.6 MPa) CONCRETE TENSION 1 SHEAR Lbi(kN) Lbs.(kN)

EMBEDMENT In. (mm)

TENSION Lbs.(1:10

SHEAR lbs. (kit)

1

2,525 (11.2) 1,903 (83} 3/4 (19.1) 1,987 (81) | 2,901 (119) 3/8 (93} 1n (117) 1 ' The tabulatedvalusate for i01-38#Ild•011 trlita• at a minknumd 12 dametm on centerand mi•mum edge eanceof6 diametm for 100 percentand,oremdenc, Spacing andedgeasunce mq be nducedto 6 umeters*acingandl dbmeter edge distanceplovided thentusare redied 50 pement Uneartnterpolavonmaybe used for intermediatespadngs and edge malgins.

9 Allowablevaluesate based uponal to l safet,factx Dhideb,4 brallowable loadvaluel '.i

0.1.V..:..0.-.4:43 C . R

Multi-Set 11 Drop-in Anchors ANCHOR -

' DRIU HOLE DIAMETER In. (mm) 12

RX-38 Drop-In

(12.7)

:23-'.•.::/:LJSE:4:42'

-

,«9.7.»recd . · 57 *Ot.• ,2 , .

' 1(Gapp ....1.51'-ri.f

Anchoring Overhead in 3000 PSI

. HaD,&

036Lightweight Concrete On Metal Deck EMBEDMENT In. (mm) 3/4

(19.1)

-T

¤hopla <•4

Imt'wi'

t..'11• U=,kN

300OPSI(20.7 MPa) -ANCRETE ALLOWABLEWORKING LOAD UITIMATETENSION LOAD Lbs.(kN) Lbs.(kN) Upperflute

1,410

(6.3)

353

(1.6)

Lower flute

1,206

(SA)

301

(13)

042 Allowible values are based upon a 4 101 *ty factor. Divide by 4 for anowable load values.

1-

108

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a\35161isit«:,Supply Co.

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--..-»«1'1- - Sgeel®Anchors •

SELECTION CHART

Dynabolt Gold Carbon Steel with Zinc Plating 'T -

PAKI NUMBER

hex head bolt --4-

HB-3820 DG

ANCHOR DRIU DIAMETER la.{min) 3/8

HB-3830 DG

spacersleeve <<I•• I

• a

spedatly designed /

expansionsleeve- < \

f

expansion cone --4,

INSTAUATION TORQUE Ftlbs.(Nm)

er(AVT PER BOX ' ' h

mf·$11 PERMASTIR ' CARTON lbs

(93)

2

(50.8)

35

(473)

50/3.8

250/19

(93) (117)

3

06.11

35

(473)

50/5.1

2.50N6

3-3/4

(953)

60

(81.43

25/5.6

125/28

HB-1236 DG

318 1n

HB-1246 DG

1n

(12.71

4-3/4

(120.7)

60

(81.41

25/7.0

125/35

HB-1256 DG

1/2

(117)

53/4

11463)

60

(81.41

25/8.0

125/40

HB-5842 DG

5/8

(15.91

4

001.61

100 (135.7)

10/4.1

50/20

HB-5850 DG

5/8

(153)

5

(127.0)

100 1135.7)

10/53

5006

HB-5860 DG

5/8

(15.9)

6

(1514)

100 (135.71

10/6.1

50/28

HB-3442 OG

3/4

(19.1)

4-1/4. !10&01

150 0015)

5/33

1

HB-3452 DG

3/4

(19.1)

5-1/4

(133.4)

150 (2033)

5/3.9

4

HB-3472 DG

3/4

(19.11

7-1/4

(184.21

150 (2031

5/4.6

25/23

1

SHB-3820 DG

3/8

(93)

2

150.81

35

(4731

5082

25On9

5118-3830 DG

3/8

(93)

3

17613

35

(473)

50/5.1

250n6

SHB-1236 DG

1/2

(12.71

3-3/4

(951)

60

(81.4)

1515.6

125n8

SHB-1246 DG

In

(117)

4-3/4

(120.7)

60

(81.4)

150.0

115/35

W M

D

ANCHOR / UNSIR 11(mm)

1

25/16 25/19

042 , tAverage Ultimate Shear and Tension Values (Lbs/kN) for

O,0 '

·

I.Bg

•ai • 08

WCarbon Steel in Concrete -

ANCHOR DIAZ'"-· "'»JEMBEDMENT©' , In. (mm).

- ' • ' In.(mml

3000 PSI(10.7MPa) TENSION Lbi.(kN) 1-tn 811) (6.6) 318 •'•.7931 1,481 2.1/8 (15.6) 64.0 3,510 017) 1-5/8 V2 (413) 2.452 (103) 2·3/8 GOJ) 5,161 (210) 2.3/4 (59.8) 6,719 0931 (153) 1.7/8 (47.6) 5/8 3,098 (118) 2-3/4 CS.8) (27.7) 6,237 (38.9) (410 3-1/2 9,664 3/4 (19.1) 4,711 2-3/8 .043) (21.0) 3-3/8.

017) 8,761 09.0 44/3 (104.4 12,744 (56.7) Wawall#Man baedUBM: · t, 1,:1291aa,&0N0t&146; tew,blelldnita

4000 PSI(27.6 MPa) TENSION Lbs.(kN) (&1) 1,814 4,299 119.1) 3.342 (143) 6,321 128.11 tJ19 066) 3,794 (163) 7,639 04.0) (52.D 11,836 5,782 05.7) (47.D 10,730 (69.4) 11608

60001'51(41.4 MPa) TENSION Lbs.(kN) (93) 2,094 011) 4,965 (17.2) 1859 1323) 7.299 9,502 (413) 4,381 093) 8,821 (39.2) 13,667 (60.8) 6,676 OlD (55.1) lU90 18,023 (80.2)

4000 PSI (27.6 MPa) SHEAR Lbs.(110 5,737 053} 003} 6,861 9,525 9,525

(414J (414)

13,661 11661

(60.8j (60.8)

15,445 15,445

(617) (68.7)

Dynabolt Gold •.. sleeve Anchors •Iltimate Shear andTension Values in Masonry Units (Lbs/kN)* ANCHOR> 'INSIAUATION »daolf'· - ''- MINIMUM 'ANCHOR DIA. 3 ' TORQUE DIA. EMBEDMENT ·TYPE In.(mm) FL tbL In. (mm) DEPTH In. (mm) (STEEL) (Nm) 3/8 (93) 15

003)

5/16 (73)

1-1/2

LIGHT NEIGHT HOU01 1 CORE GROUT FILLED TENSION SHEAR TENSION SHEAR Lbs.RN) lbs. (kit) Lbs. (kN) Lbs.(kN)

MEDIUBIWEIGHT HOLlO'VCORE GROUT FILLED TENSION SHEAR TENSION SHEAR Lbs.(kN) tbs.(kN) Lbs.(kN) Lbs.(kN)

011)

Carbon 1,360 (6.0) 2,560 (11A) 1,360 (68) 2.560 (11.4) 1,360 (6.0) 2,560 (11A) 1,360 (6.0) 2,560 (11.41 Staintess 1,160 (12) 2,560 (11.4) 1,160 (12) 2,560 (11.4) 1,160 (12) 2,560 111.4) 1,160 (12) 2.560 (11.4) W (117) 25 (33.91 3/8 (93) 1-7/8 (47.6} Carbon -- - 2,220 (<% 4,000 (17.81 - 2,220 (9.9) 4,000 (171) Stainless - - 2,100 (9.31 4,000 (17.8) - - 2,100 (93) 4,000 (171) 5/8 (119) 55 (74.61 1n (12.7) 1 (50.81 Carbon - - 3,080 (137} 6,440 (28.6) - - 3,080 (117) 6,440 (216} 3/4 (19.11 90 022.0) 5/8 (15.9) 2-1/2 (615) Catbon 4,200 (184 10,200 (45.4) - - 4.200 08,7) 10.200 (414) * Allowable n usate bBsedfon, 410 1 safet9factor, Di*de b,4 for anowableludnliles.1 letabulated¥alus m foraridtors Wd inaminimmof12 diametenon ceme, and * minimum edge distance of b diameters for TXIpercent, loduttlkier«SpactigantIedge distancemay be,educedto 6 diameter spadng and3 diameteredge distance.provided thevaluesHereduced 50 perant.Lkwar Inte,potationmgy te used forintemlediatespadngland edge distinces.

1

Jobsite Supply

109

t l. - ..'fr. 9 -.... . - .. > , .... 2 . .4..... 5,/ 4

' :0 I ' .:

4% 5, P ,...

....2 :,.:.:11 t,1 -:I :,04: - 1:i,L:--11 . tis . :.

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Sleev#Anch(irsk•

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Ce., t,·. •' ··7:•'."•,2.-:.-.

SE'EEC'#86*510119''ilw'"' '

PART NUMBER

.,,......--

036---

1,p,1,1.6•• "'fled'"'ec#14»"' conduit

----f'm• Environment-Interior

i· · 1·1 . l#WI (non-cormilve) •r:r• Level of Corrosion-low

*EffeaiveAnchorlength

re-T U, 18

j-.0X

= 0

1'• _li lA (FS)

CHN)

AN-1405 AN-1413 AN-1422 HN-1405 HN-1413 HN4422 HN4614 HN.1624 HN-3317 HN-3830 M HN 1222 HN 1230 m HN 1240 HN 5822 HN 5830 HN 5842 HN 5860 HN 3424 HN 3440 HN 3462 FS-1411 FS-1420 B FS-1430 FS-1440 5 FS-3826 FS-3840 FS-3850 FS-3860 : TH4420

1

(RS)

li*6

0 0

1/4"

W R 2

I

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1m

RS-1411 RS-1420 AS-1426 RS-3824 IW-1614

EFFECTIVE ANCHOR LENGTH' In. (mm)

ANCHOR DIA.& DRIU BIT SlZE

Dynabolt

lf- . fil t*,=,App,·t,-

f. 17 Jobsite'Supply Co. ' 11 ...

•R=3.(619)'295-9100 Phone

79:•*·(619 ) 295-6300 Fax -- - - - : 036 .-......7-.....,..:· 2.........,6- -... .2 ....... i...1 1:-0. -----

... '.:,Ni.. ..•.•> ..• , .:..t,aq.:#A .94... ' :· , 46

Carbon Steel with Zinc Plating

i

1/4 5n6'

3'Er 1/r 5/8.

314.

1/4' (head dia. 477) 3/8' (head 6.m) 1/4' (head dia. .385) 1/4" 3/84 5/16"

:. ' BOLT ·:•Dll/ THREADS .PERINCH

MIN. EMBEDMENT In. (mm)

5/8 (15.9) 1-3/8 04.9) 2-1/4 (57.2) 5/8 (15.9) 1-3/8 04.9) 2-1/4 (57.2) 1-1/2 08.1) 2-1/2 (633) 1-7/8 (47.63 (76.23 3 2-1/4 (57.2) (762) 3 4 (101.6) 2-1/4 (571) 061) 3 4-1/4 (108.01 (1514) 6 2-1/2 (63.5) 11016) 4 64/4 (158.8) 14n 08.1) 2-1/4 (57.2) 34/8 (794) (101 6) 4 2-7/8 (730) 4 (101.6) {127.0) 5 (1514) 2-1/4 (57.2)

3/16' n4 3/16' n4 3nt n4 3/16' n4 3/16' /24 3/16' n4 1/4' /20 1/4' /20 5/16• /18 5/16" nS 3/8' n6 3/8'n6 3/r n6 1/2' n3 1/2" 113 1/2*/13 1/r /13 5/8' /11 5/Y /11 5/8' /11 3/16" n4 3/16' /24 3/16" /24 3/16' n4 5/16' /18 5/16' na 5/le n8 5/16" AS 3/16" n4

1/2 1113 11/8 1/2 14/8 14/8 1-1/4 1-1/4 1.1/2 14/2 1-7/8 14/8 1-7/8 2 2 2 2 2-1/4 2-1/4 24/4 1-1/8 1-1/8 1-1/8 1-1/8 1-1/2 1-1/2 1-1/2 1-1/2 1-1/8

1-3/8 2 2-7/8 2-5/8 1-ln

3/16' /24 ' 3ne 04 3n6'/24 5/16' /18 1/4' /20

1-1/8 (28.6) 1-1/8 9&61 1-1/8 (28.61 1-1/2 (38.1) 14/2 , 08.11 ,

BOLT DIA./ THREADS PERINCH

MIN. EMBEDMENT In.(mm)

04.9) (50.8) (73.0) (66.D (38.11

(117) (28.6) (286) 1117) 12&6) 086) 01.8) 01.81 (38.1) 08.11 (47.61 W.6} (47.6) (50.8) (508) (50.8) (50.8) (571) (573 (571) (23.6) (28.6) (28.6) (28.6) (38.1) 08.1 ) (38.1) 0&1) (28.6)

MAL '· QTYAVT THICKNESS PER BOX OF MATERIAL .11,1.

TO BE FASTENED In. (mm) 100/ 1.9 1/8 (12 100/ 2.6 1/4 (6A 100/ 3.7 1-1/8 (28.6 1/8 01 100/ 1.6 100/ 23 1/4 (6A 100/ 14 1-1/8 (28.6 100/ 4.0 1/4 (6.4 100/ 5.9 1-1/4 01.8 50/ 33 3/8 (93 50/ 4.9 1-1/2 08.1 151 33 3/8 19.5 25/ 4.0 1-1/8 0&6 25/ 53 2-1/8 (54.0 25/ 63 1/4 (6A (25.4 1918 1 10/ 19 2-1/4 (57.2 (101.6 10/ 43 4 10/ 4.7 1/4 (6.4 5/ 31 1-3/4 (44.5 5143 1101.6 4 100/ 1.9 3/8 (93 1-1/8 (28.6 100/ 17 (50.8 100/ 3.8 2 100/ 4.7 2-7/8 (73.0 50/ 3.8 1-3/8 (34.9 50/ 53 2-1/2 (633 50/ 16 3-1/2 (883 50/ 8.0 44/2 (1143 1.1/8 (18.6) 100/ 15 1/4 7/8 13/4 11/8 9/32 . hore

(6.4) (22.21 (443) 08.61 (7.1)

. •' I ' • • ••t

QIY/WT PER MASTER CARrON lbs.

1000/20 1000/ 27 1000/38 1000/17 1000/24 1000/35 1000/41 N0147 500/36 400/40 250/34 200/33 200/44 150/38 150/46 100/41 SW15 50/25 50/33 50/44 1000/21 1000/28 1000/38 1000/48 , 500/40 400/44 300/40 30WAS 1000/25

100/13 1000/20 100/ 17 1000/28 100/ 17 1000/38 50/ 33 500/41 100/ 4.9 -1000/50

Phill,ps 042 flat head uss a standard 80*- ar counter sink.

PART •144*4*I 042]BER•Fil:41• - NUMBER g

Dynabolt

a

=

Type 304 Stainless Steel Typical Applications1 ., 36·' •···'' - aaddingand Bridtlies / h 4;••-.t.. E 1 Environment-Slight to t.,i ......: 1 • moduatedegreeofpollution Level of CorrosionMedium

-

L.L...:I

EFFECTIVE ANCHOR LENGTH* In. (mm)

ANCHOR 011& DRILL BIT SIZE

s Z 25 =

03 9• = ••

SHN-1413 SHN-3817 SHN.3830 SHN-1222 SHN-1230 SHN-1240 SHN-5842 SFS-1420 SFS-1430 953826 SFS-3840. ' SRS-1420

1/4' 3Ir 1/T 5/8' 1/4' 3/8' ' 1/4'

1-3/8 134.9) 3/16' /24 1-7/8 (47.61 - 5/16" /18 1762) 5/16' /18 3 24/4 (57.21 3/r /16 (76.2) 3/8' /16 3 ( 101.61 3/8' /16 4 4-1/4 (108.01 1/2' /13 2-1/4 (571) 3/16" /24 3-1/8 09.4) 3/16' n4 2-7/8 (7101 5/16" /18 4 (101.6) 5/16' /18 2 (50.8) 3/16' /24

1-1/8 1-1/2 1-1/2 1-7/8 1-7/8 1-7/8 2 1-1/8 1-1/8 1-10 1-1/2 14/8

(2&6) 0&1) (311) (47.61 (47.6) (47.6) (50.8) (28.Q 088) 08.11 (38.11 0&6)

MAL THICKNESS OF MATERIAL TO BE FASTENED In.(mm) 1/4 3/8 1-112 3/8 1-1/8 2-1/8 24/4 1413 3 1-3/8 2-1/2 7/8

(63) (93) (38.1) (93) (286) (54.0) (571) 08.63 06.2) 04.9) (633) 012)

eliWI PER BOX lb$.

SYINIT PER MASTER aRTON lbs.

100/ 13 1000/ 24 500/ 36 50/ 33 400/40 50/ 4.9 250/ 34 25/ 33 200/ 33 25/ 4.0 25/ 53 - 200/44 100/41 10/ 3.9 1001 2.7 1000/ 28 100/ 3.8 1000/ 38 500/40 50/38 400/ 44 50/ 53 100/ 17 1000/28

flathead 042 usda standard W-Srcoumersink

P--Il'..T•t.'.I'•.....'ll-:IF'*.......= 036....= ---== 036»036=== 036. 036= 036==--.%--',.»« 036=====-== 036=« 036. 036-. 036.-=- 0

110

Jobsite Supply

..• V". 9--7718ee«.4.. 036,r: + . 036

a\. »Jonsite;;Supply Co. . ,•9)-29566160 Phone

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T.3 6 .,-11(619)'2 0369•,1.•#Sb8:Fait' . it'- 5'.

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PERFORMANCETABLE

Dynabolt Sleeve Anchors

bi 9

:

\

Ultimate Shear and Tension Valueffn Confrete (Lbs/1{N)*

ANCHOR ·• sINSTAUAHON"" YfBOLT"f9 ,·'dMINIMUM DIA. 'WRQUE' '. , DUL FEMBEDMENT In. (mm) Ft Lb:. (lim) 'In.(nim) -DEPTHIn. (mm) V4 Sn6 3/8 10 5/8 3/4

(6.4) 17.91 (93) 017) (15.91 (19.1)

3.5 ·(4.7) '11210 ' 8 (10.8) 1/4 . (6.4) 14 (19.0) 5/16 03) 20 (27.1) 3/8 (93) 48 (65.1) 1/1 (117) 90 (1210) 5/8 (15.9)

14/8 1-1/4 · 1-ln 1-7/8 2 2-1/4

ANCHOR TYPE• • (STEEU

(28.6) 01.8) (38.11 (474 (50.8} (571)

fc=2000 FSI (131 MPa) TENSION SHEAR' lbs.(kN) lb/(kN) 1,200

Carbon orStainless

f'c= 3000 P:1(20.7MPa) SHEAR TENSION Lbs. AN) Lbs.(kit)

(53)

1,620

01)

1,600

0.1)

1,400 (63 1,620 (12) 2,220 (9.9) 3,080 017) 4,200 (18.7)

2,040 2.560 4,000 6,440 10,200

(9.1) (11.41 (17.81 (28.6) (414)

1,920 2,240 3,140 4,400 6,060

183) (10.0) (14.0) (19.6) (27.0)

1.620

fc= 4000 P: 1 (27.6 MPa) ,.. ·TENSION ' , 0,·SHEAR ibs.(kN) .1.ibs.(kit)

0.2) ' 2.100

2,220 (93) 2,800 (115) 4,500 (200) 7.240 012) 11,600 (51.6)

1600 3,100 4,400 6,120 8,900

(93)

1.620

17.2)

01.6) (13.8} (19.0 (271) 09.6)

2.400 3,010 5,000 8,080 13,100

(10.7) (133) (2121 053) (583)

PERFORMANCE TABLE F?' .

Dynabolt

1Uitimate Shear and Tension Values in Lightweight

Concrete (Lbs/kN)*

Sleeve Anchors

ANCHOR . -INSTAUATION,1 -NBOLT: 4. " e,MINIMUM DIA. - '• ' TORQUE'» " 'DIA. 2 :.' EMBEDMENT In. (mm) . Ft lb:.(Nm) In.(mm) DEPTH In.(mm)

fc=4000 PSI (27.6 MPa) TENSION SHEAR l.bs.AN) Lbs.(kill

ANCHOR TYPE (STEEU

1/4 (6.4) i·.:· 3.5*4.7119 ,'N&10' • • '5148 : ·(2&6) 5/16 (79) 3/8 1n 5/8 3/4

' 8 110.8)'

1/4 44)

1-1/4

01,81

192 14 (19.0 5/16 93) {117) 25 03.9) ' 3/8 (93) (15.9) . 48 .05.1)· 1n (121) (19.1).-90,· (1210} 5/8 1153)

1-1/2 1-7/8 2 2-1/4

(33.1) (47.6) ISO.8) (57.2)

Carbon ct Stainless

1.080'

(4.8)

1,260 1,620 2.600

(5.61

1240 1640

Um (11.61 (14.4) 06.2)

1,160 1,680 2,100 1920 5.600 8,640

fc=6000 P51(41.4 MPa) TENSION SHEAR Lbi (kit) Lbt (kN) (5.2)

1.220

0% (10.2)

1.440 1240 3,160

(17.4) Q4.9) (38.4)

UOO 5,100

MA) (6.4) (10.0) (14.1) (19,1) (25.8)

1,940 1220 2,800 4,840 1,545 11480

18.6) 03) (123) (213) Big) (553)

02 u) .92

1-x

00

• 6/

& 08

PERFORMANCETABLE », .l.

+

442.

Dynabolt K sleeve Anchors

Ultimate'Shearand TensionValues in Masonry Units (Lbs/kN)*

ANCHOR& ·:INSTAUAnON "':.BOLT'.» Ft.MINIMUM DIA. i. 4&TORQUES k DIA.:,. ,. T EMBEDMENT In.(mm) 1 klbi.

In.(mm) DEPTH In.(mm) (lim)

ANCHOR TYPE (STEEL)

1/4 16.41

15

Camon Stainless

3/8 (93)

15

('0)

3/16 (4.81

1-1/8

08.6)

003)

Sn6 0.91

1-1/2

(38.11

'e:.2.4/,11-.e7'.1· i · <sUGHTiVEIGHT HOLLOWCORE ''i«' :1; . GROUTFILLED TENSION .SHEAR TENSION SHEAR Lbs.RN) Lbs.(kN) Lbi.'(kN) Lbi.(kN)

1,120 (10) 1.360 (EO) 1,120 640 (181 1,620 (71} 640

(10) 0.8)

z MEDIUI 1 WEIGHT HOUO' V CORE- 4 GROUTFIUED TENSION SHEARTENSION SHEAR Lb:.(kN) Lbs. (kli) Lbs.(kN) Lbs.(kN)

1.360 (40) 1,120 15.01 1.620 (7.21 640 {2.81

1,620 (71) 1.120 (10) 1,620 (7.2) 640 (18)

1,360 16.0) 1,620 17.2)

Orbon 1.360 (68) 2,560 (11.4) 1,360 (6.01 2,560 (11.4) 1,360 (6.0) 2.560 (11A) 1,360 (EO) 2.560 (11.4) Stainless 1,160 (51) 2,560 (11.41 1,160 (12) 2,560 (11.4) 1,160 (5.2) 2,560 (11.4) 1,160 (12) 2,560 (11.41 1/2 (12.7) 25 03.9) ' 3/8 (93) 1-7/8 (47.61 Carbon 2.220 (93) 4,000 (17.81 2,220 (9.91 4,000 (17.8) Staintes$ 2.100 (93) 4,000 (17.81 2.100 (93) 4,000 07.8) 5/8 (15.91 55 (74.6) 1/2 017) 2 (50.8) Carbon 3,080 (13.7) 6,440 (28.61 3,080 (13.7) 6,440 (28.6) Stainless 3,080 03.4 6,440 08.6) 2,820 (115) 6,440 08.6) 3/4 (19.1) 90 (122.0) 5/8_ (119). 2-1/2 (615) Carbon - - '• 4,200 (18.7) 10.200 (414) 4.200 (18.71 10,200 (45.4) * Anowable va.ues are based upi @4 to 1 safetyfactoo DMdeby 4 foraiowa•e load ¥•lues.I,etaWated niue arefuandoisins alled in a minbur of 12 dimetm o centtrand a minh um edge 8un246diametenfor • 30pexent ,ndle,emdmx14padol and edpedlitate mqbe.*.uc,d to 6 diametus,adn, and 1 #ametet*distitxtFlovided the Wmatenduad50Pment Uns, Int•1:rlon may be tt:td fort•t 036medi:tesixit i,and 42i *cel . , ...

ComblnedShearand Tension Loading-for DynaboltAnchors Allowable loadsforanchors subjeaed to combinedshear#ndtensionforces aredetem,Ined bythe foliowingequation: (F•/Pt) + 0%/Vt ) 51 Ps = Applied tension load

Vs =Applied shearload

Pt = Allowabletenslon load

1-=S.==I'll' •I'll. ...=-I-..:--,I...="-I.......- -- .....-Il=.....'.-

Jobsite, Supply

Vt = Allowable shear load

-. -t-Il'-I-«lillI. .'

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·'•• (619):295,6100 Phone -

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5

DRIUSIZE In. (mm)

7 1 Bealial boxs,conduit • dipx and duawottt

RD+034 RD+118 RD4458 RD+200 RD4412 RD+300

7/16 7116 7/16 7n6 m6 7/16

01.1) (11.1) 111.1} (11.11 (11.11 (11.1)

3/16 3116 3/16 3/16 3/16

(4.8) (18) (4.8) (41) (4.8)

y16 08)

T0141.

LENGTH In. (mm) 3/4 14/8 1-5/8 2

09.1) 08.6) (413) 15(18)

2-ln (615) 3 06.2)

MIN. EMBEDMENT in.(mm) 11n6 3/4 3/4 3/4 3/4 3/4

(173) 09.1) (19.1) (19.1) (19.1) {19.1)

MAX. FIXTURE THICKNESS In. Wim) ln6 (16) 3/8 (93) 7/8 (22.21 14/4 1·3/4 M/4

0181 1443) (571)

CLEARANCE HOLESIZE In.(mm)

QTY'WI QTrAAITMR FERBX lbs.

MASARCARTON lbs.

1/4 1/4 1/4 1/4 1/4 1/4

100/1.4 100/15 100/12

1000/15 100/17 1000/23 1000/25 1000/33 1000/37

(6.4) (6.4) (6AJ 16.4 [6.4) (6.4)

100/16 100/31 100/3.7

---- ii

wRidi•-Drive Anchors

4.f:... 1 2 4 f:

1/

r--- ·-........ ... · -· 1 ! t 'i.': ..4 - - .4 r .-, · 35.-'i........,• ' .· •• .•

lieWirelypical Appliationskndal cemngA, sus;ended eleatial ftxtute, pet:dlrod

Pipe Hanging

Typical AppllationsRmip,Intletwater 11114 :te,m/g4 042cable tray, eleatical , · · -.. '. conduits

:

ii 03614,4...

112

HEAD SIZE 011 In. (mm)

DRIUSIZE In. (mm}

TOTAL LENGTH In.(mm)

MIN. EMBEDMENT in. (mm)

HEAD HUGHT In. (mm)

HEADSIZE

QYM PER BX lbs.

3/16 (41)

3A6 (18)

2-1/8 (540)

14/4. 01.81

5/8 (153):

9/32' hole .

100/33

PART INTERNAL NUMBER THREADSIZE 1.0.

DRIUSIZE In. (mm)

TOTAL LENGTH In. (mm)

MIN. EMBEDMENT In, Unm}

INTERNAL HEAD HEIGHT : THREADED in. (mm) DIAMEIER (lD. In.(mm)

QTY/WT PERBX lbs.

urm PERMASIER aRTON lbs.

3/16 (4.8)

2-1/8 (54.0)

14/4 01.8)

5/8 (119) 13/32 (103)

100/3.0

180/30

1/4 (6.4) 2-1/2 (633)

1-3/4 (443)

3/4 (19.1) ' 9/16 (143)

100/6.0

1000/61

QIY/WT PER MASTER CARTON lbs.

1000/35

1

i 1

Forming Wood attachments to conaeteam common Redi-Drive applications, whetherpermanentor temporary

Mushroom Head SPIKE®

.

pm

1 NUMBER

*

9 Fl,

11 I I> 5502 .5503 5504 5506 5508 5510 5511 5512 5522 5523 5524 5526 5528 5530 5531 5532

TD+112

PD+112

1/4 -20•

M)&134

3/8-16'

PART NUMBER

HEADSIZE an In. (mm)

DRILLSIZE in.(mm)

TOTAL LENGTH. Ill. (mm)

FD+234

7/16 (11.1}

3/16 (41)

2-3/4 (69.9)

-1 ' 3/16' x 1; 3/16' x 1-1/4' 3/16' x 1-1/2' 3/16'x 2' 3/16' x 2-1/2' 3/16•x 3" 3/16' x 3-1/2' 3/16' x 4' 1/4' xl' 1/4' x 1-1/4' 1/4' x 1-1/2' 1/4• x 2• 1/4' x 2-1/2' 1/4' x 3' 1/4' x 3-lt 1/4' x4•

MIN. EMBEDMENT In.(mm) 3/4

09.1)

HEAD HEIGHT in. (mm)

HEAD SIZE I.D.

QTY/Wr PERBX lbs.

11/A

N/A

100/33

ely/wr PER MASTER CARTON lbs. , 100•35

,-=-'.,1 ..... ·" ... · 7 · 4#14Fri,, t ..=Sgr• . .elt Drill Min. RIM Std. WU 1* / /*14 Size Dia. Embed. • Ctn. 100 3/16": . 7/80 100 1000 1-1/4 3/8.

5546 13' x 2' 1-34' · · 25 . 250 · 7-1/2 3/16•, : . 7/8' 100 1000 1-1/2 5543 38' x 2-121 · 33", f 1-3/4' · . ' 25 ' . 250 . 9 3/16" ··1-1/4' 100 1000 .la/4 5550 3/8' x 3" . ' 3/8' : .1·3/4' 25 · ·250 10 3/16-·' · '1-1/4' 100 1000 2'1-3/4 042 " - 25· 250 11 5551 3/8' x 3-1/2' 19' 3/16* 1-1/4-.1 100 .1000 2: 3/3' . 1-3/4' 25 250 12 5552 3/8• x 43/16• 1.1/4'. 100 - .1000 · ·2-1/2 . .5554 - 3/8' x y.i., . 3/8'..: · 1-1'4' 2 .'" 25 250 .18 3/16* 1.1/4•: 100 1000 3.lj2 3/8· x 6' ·- - '· · 3/8' f 1-3/4* - ' 25 ' 250 20 5556 3/16* 1-1/4" 100 500 4 5569 · 1/2• x 2-3/4' 1/2' · 2-1/2*,'.,50 200 .18 100 1000 1-1/2 1/4 . 7/8'· 5571 1/2'.x 3-1/2' .1/2' 2-1/2" 50 ' 200 22 1/4 10 100 1000 2-1/4..

5572 1/2 x042 4* . " 1/2' 2-1/2' .':25 · ..150 · 27 1/4 .1-1/4' 100 1000 2-1/2 5574, - 1/2 042x 5 042. ', . 112' 2-1/2 042 _ 25 150 31 100 1000 3 1/4 1-114' 5577 .1/2' x 6-1/2• 1/2* 2-1/2' ·•..'25 150 42 1/4 -1-1/40 .1000. 4 100 The pub i•hed length is m :asured from belowthe heac to the end of the. .

1/4 1-1/4' 100 1000 4-1/2 anchor.

1/4 1-1/4' 100 1000 5 1/4 1-114' 100 ·500· ,6

Jobsite Supply

u..

•ihit,Jobsit63-Upply Col .

1•9) 295,6100 Phohe < .1.t

... ... Ct.:. .

•- 2,•A •''

..(619).29546300.Fax

..

-p«»"' * + Spik# Anchors'»

. .i» ."p·: .33,5-*s·- 5'..

..1-21 71*40&113·j·1.-.--1:.-.-». 1...7-LE£,j:: 1..

i ':.&.''I.._

------2--,2.2- -0--

3

• 62.- 4 -- -- -

Redi-Drive Setting Tool

t, Installs Redi-Drive anchors in tight and hard to accessareas-easilyand quickly.Just place anchorin rubber "holdingap,•placeagainstworksurfaceandhammerinanchors.

PART NUMBER

DESCRIPTION

QTY/WT PER BOX

QTWWT ' PER MASTER CARTON

-5RDST

Red•Dtive SettingTool

1/1

in

, -9 .. 036«5»= 036.-=.»

01:'S •*.:. --':'4 ·. *s·- -. ·00.0.A0 ':': . 0.

-=· .·00..w.'rs)'•4'....Ob 0 . -- ..

'= -.47 .P=4 - -.-tis•

%0.- 1 .0 0 . 'f,·4•, 4 2 + 20 4 :. ... ° Metol Dedi ' •

[imir,Nwii'.1:irs Redi-Drive :Anchoring Overhead in 3000 PSI

t btl,Fipe·Dri,e lad h

lower flut'

Anchors fLightweight Concrete On Metal Deck ·'ANCHOR:91' 254 ' ' " '·5 · DRIUHOLADIAMETER In. (mm) 3% Pipe Drive

1/4

EMBEDMENT In. (mm)

0.4)

1-1/2

30OOPSI(20.7 MPa) -ONCRETE ULTIMATE TENSION LOAD ALLOWABLEWORKINGLOAD lbs.(kN) Lbs.(kN)

08.1 )

Upper Aute

1,099

(4.9)

275

(11)

Lowernute

994

(4A)

249

(1.1}

Safe worung INdsfor:Ingle Init,11,tl(n, unda natk loading enditions,hould na ,¤ted 2S% ofthe ultimre apadty.

Redi-Drive Anchors 'SHANKDIA»-5 »EMBEDMENT«' r• ANCHOR' Iii.(mm) 3/4.

lie-Dth'e or 1/4' Pipe-Drive

Hollow Block and Grout Filled

4500 P31 (31.0 MPa) TENSION SHEAR Lbs.(kN) Lbs.(kN)

CMU (HOLLOW I LOCIO PSI (MPal TENSION SHEAR lbL (kN) Lbs.(kill

CMU (GROUT FILLED) PSI (MPa) TENSION SHEAR Lbs.(kN) Lbs.(kN)

{19.1)

1,215

15.4)

1,857

(8.3)

382

(1.7)

683

0.0)

731

03)

1,614

(71)

1

(25.4)

1,667

0.4)

3,112

113.8)

392

(1.7)

987

(4.4)

870

(3.9)

1,766

(73)

1-1/4

01.8)

1373

(10.6)

1355

(14.9)

398

(18)

1,381

(6.1)

1,543

16.9)

2,778

(114)

1-1/4

013)

2,372

(10.61

Redi-Dtive · Red-Form Drive

Ultimate Shear and Tension Values (Lbs/kN) in Concrete,

3/8• Mpe,Dti,e Oil) 1-ln 2,090 (93) Safewottingloads forsingle Insunationsunderstatic loaang conditionsshould notebeed 2556 ofthe ultimate apadly.

The Redi-Drive is the most versatile ofall ofthese

2500 2000 -

products.It can be used

at ali these embedment

1500 -

IFF.

depths andissuperior in

pull-dutpeAdi*•abtejto these competitive anchors.

1000 t

500 -

Ilj

,

'1

0 *3/4"

7/8"

1

11 *I

1" Embedmentin 4500 psIConcrete

11

1.

1-1/4" 1%50:e ..inotbeht.•MIWIsh/*inel

R•*u**M/***k

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113

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A• h Jobsite Supp/y Co.

,•d=3 (619)·295-6•100Phone p·.:. : i''I,•i

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-581• •I*aff'N: F.#Ii

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ee

Anchors PARTNa 3nG' HEXHEAD

PARTNO. " PARTNO. 1/4' 3n6" HEXHEAD FIAT HEAD

'PARTNO. 1/4' FLAT HEAD

HW3·114

HW+114

m.114

PF+114

HW3·134

HW+134

PF3-134

HW3·214

HW+214

PB-214

RECOMMENDED

TAi'CON LENGTH In. (mm)

D'kimmwmp

y16" Diametennphillipsflathead(Pill) 1/4' Diameter #3 phillips flat head (PFH)

3/16" Diameter. 1/4' slotted he(washer head (HWH) 1/4' Diameter. 5/16"slottedhexwasherhead(HWH)

Tdpcon

BITS FOR 3/16'TAPCON PART NO.

BrIS FOR 1/4'TAPCON PARTNa

(88.9)

7900814

7901014

BIT lENGTH In.(mm)

FDITURE THICKNESS INCHES

1-1/4

01.8)

0'- 1/T

3-in

PF+134

1-3/4

(443)

1/4"- 3/4*

3-1/2

(88.9)

7900814

7901014

PF+214

2-1/4

(57-2)

3/4' - 1-1/4'

+1/2

(1143)

7900818

7901018

1-1/4'-1-3/4'

+1/2

(11431

7900818

7901018

HW3·234

HW+234

PF3-234

PF+234

2-3/4

(69.9)

HW3-314 -

HW+314

FB-314

PF+314

1-1/4

{82.6)

1-3/4' - 2-1/4'

5-1/2

(139.n

7900822

7901022

PF+334

3-3/4

(953}

2-1/4'-2-3/4'

5-1/2

(119.71

7900822

7901022

4

(101.6)

2-1/r - r

5-1/2

(139.7)

7900822

7901022

5

(127.0)

3-1/2'-4'

6-1/2

(165.1)

HW+334 HW+400

PF4300

HW+500

BNSFOR 1/4' SOS BIT NO.

BITS FOR 3/16*SDS BIT 1;0.

7901060

7901026 7901030

7-1/2 (1903) (1514) 4-ln'-5.

PF+600 6 HWHOO All boesofITWT,pcon wme p*kagedwith mattng <A,We-tipped bit lapwn ispadiaged lOOple(:sperbot,nd SOOple(espermasterottonexept HW+600 and PF4·600 (400111 mastercatton).

4- A

(619) 295:6300 Fax

7901059

790059

eli ·'f, 4, 0" i ·4_ 4 A 3/ LILi

-T

-

•,"LB:,#£

1

Tapcon Stainless Steel Anchors

.

L

RECOMMENDED TAPCON LENGTH In. (mm)

FIXTURE THICKNESS INCHES

BIT LENGTH In. (mm)

DRILLBIT PART Na

PARTNM 114' HEXHEAD

PARTNO. 1/4' FLATHEAD

SHW+114

SPF+114

1-1/4

(31.8)

0.-

1/4.

3-1/1

(883)

3098910

SHW+134

SPF+134

1-3/4

(442

1/T-

3/4'

3-1/2

(883)

3098910

SHW+214

SPF4-214

2-1/4

1571)

3/4'- 1-1/4'

44/2

(1143)

309910

SHW+234

SPF4-234

2-3/4

(69.9)

14/4' - 1-3/4'

4-1/2

(1143)

309910

SHW+314

SPF+314

3-1/4

(82.6)

1-3/4' - 2-1/4'

5-1/2

(139.7)

3100910

SHW+334

SPF+334

3-3/4

(953)

2-1/4*- 2-3/4*

5-1/2

(139.7)

3100910

I

036..

Tapcon Anchors

Ultimate Shear andTension Values (Lbs/kN) in Concrete

ft = 40OOPS!(27.6 MPal f'(=3000 PSI (20.7 MPa) ANCHOR ' ' MIN.DEPTICOF' TENSION SHEAR SHEAR EMBEDMENT TENSION DIA Lbs.(kit) Lbs.(kN) Lb• RBQ ibs.(kN) In. (mm) In.(mm) 840 0.7) 400 (1.81 320 (lA) 840 (3.7) 3/16 (4.81 {25.4) 240 (1.1) 740 03) 1 600 (17) 840 0.7) 560 (23) 840 0.7) 780 0.5) 1-1/4 01.8) 440 {20) 880 03) 880 (19) 860 0.8) 820 0.6) 1-1/2 08.1) 640 (18) 840 0·7) 1,040 (4.63 1,020 (43)' 1,120 (5.0 1,020 (43) 920 (4.1) 760 OA) 1-3/4 (443) 800 (16) 1,560 (63} 720 0.2) 1,460 (63) 520 (23) 1/4 (6A) (25.4) 1,120 (5.0) 1 1,240 (53) 1,660 OA) 1,600 0.1) 1,120 (5.0) 1-1/4 01.8) 840..0.7) 1/80 (5.7) 1.600 0.1) 1.680 03) 1,620 01) 1,520 (6.8) 1-ln (38.1) 1,120 (5.0) 1,280 (5.7) 2,160 (9.6) 2,140 (93) 2,040 (9.1) 1,500 (67) 1-3/4 (443) 14320 (53) 1,840 (81) Safe working loadiforsingle installation understatkloading should not exwed 25% ofthe,imma:e load apadly.

The tabulatedultiesart foranchors ittstalled in a minima of 11 diametels on cintaanda minimum edge distance of 10 diameters for 100 percent anchor emdeng.

-, f'c=2000 '51(13.8 MPa) SHEAR TENSION Lbs.(kN) Lbs. (kN)

1,1,

114

Jobsite Supply

fc =5000151(343 MPa) SHEAR TENSION Lbs.(kN) Lbi.(kN) 440 (10). · ' 860 (31) 640 118) ' 860 (3.81 920 (4.1) 900 (48) 1,240 (531 1,020 (43) 1,660 0.4) 920 (4.11 1,740 173) 1,400 (61) 1,760 (71) 1,680 03) 2.200 (9.8) 1240 (10.01

• h':Jobsite.Supply Co.

4- 0,26.'(619) 295.61.go Phone •9:(619) 29526300· Fax

3 9..5:

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Tapcori-Anchors'

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Con•dj*1•*1 :84#*7

i..,

Condrive 1000 instailation ToelSPECIFIED FORANCHORAGE 111TO CONCRETEi BRICK OR BLOCK --

«F t.£/-•'.-'.--•/,.5

,._ -:» _- ,,._-.. » 036«-, 036«U£0 -9-I'-thr:-51"M=--1'/filin"--* - r- -

The key to Tapcons fast and easy installation is the multi-purpose Condrive InstallationTooLThe drive sleeve, along with the hex head and phillips .i, 036 sockets provide theinstallerwithtlie Ildbility ner-••rthe complete 1.. t . variety ofTapcon applicationi

r .3 ....

(D)

Installation

(0 (E)

Part No. C1000

Tool Kit

I

.- « t ':. 1

t....9... .

(Does not indude drill bit)

frc..

141•93357,&1%01

...

53

41 ....,... .'.. ....&.

S Special nutdriver is recessed fortorque control to reduce head breakage

S Biminates needtochangeoutchucksandbits

Indudes 042 bits forall sizes hex and phillips head

11 Eliminates need for two tools

1-i:r..,LOY

#

Ail 0..

1,6,

'

tw.

7-.*.: .

--...

1

.-(A)

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Fastdiangefromdrilling 042 to driving

41 -'1

7•:2. ..........&:%me picture shows the Condrlyl 1000 Installation Kit In action. mi kit makes for fast and easy changeoverfrom drill bit to driverand controls the driving torque to prevent thread stripping and head snapping in hard base matedali

i

.'*flitit#tit,59tfix,"811 (A) 18)

(0 (D)

10

1

3' 1·'-*-

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- (B)

1'=.

7•.;

.•M

PARTNO. 7901001 7901002 7901003 7901004 7901006 7901007 7901008 7901009 7901010 7902006 7902008 7902010

DESCRIPnON Dtill Adapter Sieve Black Band 5/32' Ball Bearing 3/16"Socket 1/4"Socket #2 Phmips bit for]/16* anchor #3 Phillips bitfor 1/4'anchor Phillips Socket Set SCrew 1/16= Ball Bearing 1/8' Hex Key

QTYAVT 1/.06 1/.01 1/.02 1/.02 1/.04 1/.05 V.10 1/.12 1/.44 1/82 1/.02 1/.10

,=t, 036=='====,=. 036«» 036=,»=««'.»««="=-, ...«»=== . ,»T'» '. , ' , S'». =»= .==,».»",'===».»=», 036«=, =»» » 036,==P.*.'==---**-I...- ,-'-"-I.......---I-/.

Jobsite Supply

115

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...

17. ...

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':5/P\ Jobsite Supply Co.•- i).

,• (619):295:6100 Phone

7• .- ••°····:•i•<2

6

E-Z &•Hanj#•et-Set Andliors c

- . -y.·.. =t'.·•; ' (619)-295*300 Fax .-/

...Ik.: I .... .71";Otili ':' - ,·FW·. ...: fit, ..

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.

ID]=k[ 0421:11:•dI 042]Olkilictcl=*il:1,34:J:(41,1 [I:•4[010Al' E-ZAncor Self-Drilling Drywail Anchors SPECIFIED FOR ANCHORAGE INTO GYPSUM WALLBOARD

S-Z Ancar: Sclf-D,illing _ Anchor-. '·'

*lus#En"KMET,2

The W Ancor Is a one-piece self·ddlling anchor designed for optimal holding performance in gypsum wallboard. Available In zinc or high strength engineered plastic (non-condualve). Ideal anchor for 3/8", 1/2" and 5/8' gypsum wallboard.

E-Z Ancor DESCRIPTION

PARI NUMBER

Zinc E·Z Ancor Plastic E-Z Ancor 25 Zinc Anchors/25 Screws(#8 - 14/4'sheetmetal screw)

moo EZPPLIOO EZ25

QTYANT PER MASTER CARTON lbs.

1000/17 1000/ 41 10/10

OptNNT PER BOX lbs 100/ 1.6 100/ 0.1 1/ 0.9

1 . .....I*li,1.'It •, . r

E-Z Ancor

lp 1111* MAXIMUM'' FirTURE THI(KNESS 3/4.

i, .MA

6 *A\,ER

le•, ·118 8 120 Fal

3/8.

40

ULTIMATE PULLOUT lBS. GYPSUM BOARD THICKNESS 1/r 1 50

Zamac Hammer-Screw®

- 1•Tibwm••-••-1 No. 2 Phillips Head Drive Screw

..·.,iM"S 1 2839 · 2859.· 2840 2841 2842 2843 2844 2845 2846 2847

= .2 Zamac Nailin® A

Mltshroorn Head 0

-

L Na:, Fiat Head

v A

3/r 135

Zamac Hammer-Screw Anchor Mushroom Head with No. 2 Phillips Type Screw

1- Anchor Body 1

sm 75

ULTIMATE SHEAR LBS. GYPSUMBOARDTHICKNISS 1 1/2.

• 150

.::*I--===4 L And,0, Body .

'5'.'.4 1/4 042x3/4 ·' 1/4' x 1' .

1/4" 1 1-1/4' 1/4' x 1-112' 114' x 2' .V4' x 2-1/4• 1/4' x 3'

..100 100 100 100 100 100 100

Nail Iloi 3/4 1-1/2 1-3/4 2-1/4 -2-1:'2 .3

116

t'.4.: ::w , S.'i i ·s,;·" 3.... ...t.....,: 850 .. 920 ' 1,190 1,350 1,540 1,600 -

1,800 · 890 1,800 1,090 1,800 1,250 1,800. 1,450 1,800 1,660 1,800.1,780

Flat Head Zamac Nailin(P - Carbon Steel Nail

--

-

1 ..'.:141" I

"517'

*1.1 1 .tit'. C mi.

1 1 036 ,-03611 036•,«,-..,<,1,4.1• .-• •••I «

' | 2838" 1A'.*2'"' · .' '.1/4'

1,SOO 1,800 1,800 1,SOO 1,800 1,800

. 100- •

500

2-12 3

Mushroom Head Zamac Nailin® Type 304 Stainless Steel Nail ··'··.

!. .·"I••·'1,• --i:9.1-T --

3/16 "- 3/4' 460 920 500 1000 · 580 ·1,000 1/4, 5/80 480 1,230 600 1.500 640 1.SOC) 1/4' 3/40 580 1,230 720 1,500 760 1,500 - 1/4' 7/8•1,350-- -820- 1,500- -890 -1,5001/4' 149 Tg•- 1,400 960 1,500 1,060 1,500 1/4* 1-3/8' 980 1,400 1.150 1,500 1.230 1.500 1/4• 1-7/8' 1,150 1,400 1.300 1,500 1,365 1,500

==== 036 036»=,=,

'.'.:·,i: 0.··..:,··, -u--TE:T·U :.· .:., "....'."....:.... 't·I,1 :1/4'. ..·'-5/8" : 675.i, 1,420 1/4'- 1•3/4'.t '· 790I 1,500 1/4'_ ' 7/StJ 1,060: 1,600 .

1/4'. 1-1/8• 1,220- 1,600 1/4"· 1-3/8'- .1.360 1.600 1/4": -1-78"= 1,480 1600 . ·

·SOO:· ·1-1/2 500 la/4 500 2-1/4 SOO ' 2-1/2 500 3 500 3-1/2 500 4-1/4

Mushroom Head Zamac Nailin® - Carbon Steel '.. '*11 /'...

R rk -1.i500 2802 3/16'x 7/8 042 , 3/16' - .100 . 100 ' - 500 1/4' x 3/4' 1/4' :2806 1/4' 100 500 2803 ' 1/40 x 1' 1/4• 1/4' x 1.1/4' 2814 100 500 1/4* 1/4"x 1-1/2500 2820 100 1/4 042 SOO 100 2826 14'x 2'

Performance Data * '21: 1..... ·16-····,·.

036.

1 036 : ff'..1.:

Performance Data

....:" ..2:'.·. ' *t, 1 'ttl 042 ·1/4' · 1/4· 1/4• 1/4* 1/4' 1/4= 1/4" '

5/8.

200

i

036·'·11.

'22· -2858 -: 2864'7 2870 .· 2876

-11,:t- • 1/4',x 1.=11"iv 1/4' f 1·1/4%,·,1/491-ln•, 1/4· x 2'.

'Me 1,1,···

*2 d:·.-

0......,Ws · f.'.'.i·;. ,.FS ii .'- 1/4' ' 7 100 -' · 500 . « 1-3/4 'T_ 1/4'• .

100 500 · 2-1/4 2-1/2 • · 1/4' .' . 100 · 500 ' 1/4· - 100 500 3

»=...'ll«..«.....#*.:..:=.:.:.I===»=.=.I.-P:..I-'.»»= 036=I==».'.:...«=»= ,« 036=«»t'.*= ....1....*.'.'. 036.1-».....I=..»«=,f'.....

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, :i',•9)295•61DO Phohe

2.11.( - , '•619) 29828§08fbk 0 .

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5:-'9£

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Miscellaneouh:Anchors • -

• 1.>

-'· .... .-'.- 036 ·'·0366.,·.•'LL,·

Bantom Plug

Fluted Plastic Anchor

i0

1'•\

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,'.V,

Anchor Sle and Styles Cat. No.

&if

-4-.

I.<..3,.... .

Size

7559 6-8 x 3/4' 7569 8-10 x 7/8' .

7579 10-12xl' .'

7589 14-16 x 1-1/2'

• ,&

... ..81..«i. «1 :. oritt KIN. 15/6:• ·1#"14%983..1.,7/Imp/i Ota. Ddpll,1 ·80* (*1, • , JFIEEfUM

3/16" 3/16' .

1/4".·, 5/16'

. 3/4' 100 .,7/8' · 100 1'.4-, ·',100 · 1-1/2': ,- . 50..

1000 .· 5000....

1000 : 5000 :'t 1000:· 350001-: .500 2500 -·'

1 .." .1-1/2 3 6 -2%

kit••-:siottei•••bWp•••elt-•4.•81idc••U• rt Anchor' '#cre*" ®*it. ".••• •-pti-- .' • ·' Cat. ' No. Kit No. 1 Size Size,- Il)eatli ·&'.'•I••·' , 0421 - 5 ·tl·•<

1

-

Arichor Sizes ; Ve .. :to. . .S.' 7500 "·'.4-6xl".6' 7505 f 7-9 x 1 ': '-' 7510 10-12 x 1' .0 7515 10.12xl-1/4", 7520 10-12*'1-1/2': 7525 ' t 14xl' Ir.i 7530 :,14 it 1-1/2" .

-" ill:. . :.,5, '... 4,3, · f.,4,,5. !,F:» !•,2,1'..::.'., White'' 3/16' 1"'··· 100 Red s 7/32" 1'.·' 100 Green -1/4': -1"· .i<. 100 : Green, , 1/49 '14/4' 100-· Green .·1/4'. 14/2' 100 :Blue ' 5/16" 1' - . 100.· Bludi, 5/165 :,1-1/28 ·100

I.-A,- ---7 A:4. ...'.•: · Sii,. ' '1'X'. , 1000 1,6. .1 1000 2 1000 ··.2,·r, : 1000 ' •'1000 ·· 4. •fl• .• "1000'...·52,92t «10005' ' 42,

1 8938 =:1. ·Z:,- :&'2'.· 1187:i•1 -'. •=de: 5.11• 32 .

-8-12 ' ·'10-12, #12xr .11• ·ti - 100..·'. .-',10 714 Lag Shield 042Screw style anchor designed for use with lag bolts.

042Suitable for use in concrete and mortar joints of block or brick walls.

Cat. No. 1051 1055 1101 1105 1151 1155 1201 1205 1251 1255 1301 1305

Toggle Bolts

Pipe Spike - Rod Hanging

rE.:5••1.=.a•=..=- -,r. m:82:Ffilmef35 Cat Head Shank Min. Std. r No. size Dia. Embed Box 3755'3 2*,1/4 042:-· 3 3/16 '.042'·44/4 042:Y 's· 100 3758 3/8"'· "' 1/4•' ' ' 1-3/4' 50

4 1-1.

Std. Wt./ Ctn. 100 1000· "«4 SOO 6

11

. C#t .No 4000 4020 4220 4330 4430 4540

Size ·1/8' 3/16, 1/4 5/16 3/8.

1/20

.; .« 4021 4031 4041 4121 4131 4141 4151 4161 4231 4241 4251 4261 4331 4341 4351 4361 4431 4441 4451 4461 4541 4561

Tie-Wire Spike - Suspended Ceilings

Cat. Drill Min. Tie-Wire Std. Std. Wt./ , No Size Dia. Embed. Hole Size Box an. 100 042.'042h·..1 3/16 5:-' --100 500 - 2 3756 -3/16 3/16 · 1 1/4 3759 1/4· 1/40 1-1/4 042 &32 042 100 500 2-10

Forming Spike - Concrete Forming

B,i•bili•iliumfifiatmilili•frm//11 Cat Drifl Min. Std No. Size Dia. Embed. Box 3795:,3/16'/14/2· 3/16· ···-1-64·t ).100 · 3796 3/16'xr '3/16· 1-114 042.100 · 3797 3/16'*2·34' 3/16' · 1-1/4 042 100 · 3794 - V4' x 2-3/4 042U 04240 1-1/4' 1.100

Drill Min. Std. Std. Dia. Embed. .Box Ctn. 1/2' 1-" '«, 50e 500 1-1/2' ' 50 500.

1/2.

1/2" 1-1/4 ' 50 500 1/2" 1-3/4' 50. 500 5/8" ' 1-3/4" 50 500 5/8.

2-1/2" 50 250 2 042 3/4" 50 .500 50 200 3/4' 3" 2 042 7/8' 25 125 7/8.

34/2' 25'125 2 042 1" 25 125 1 042 3-1/2' 25' 100 -

Size 1/4' Short 1/4' Long 5/16" Short 5/16' Long 3/8' Short 3/8"Long 1/2' Short 1/2' Long 5/8' Short 5/8"Long 3/T Short 3/4' Long

Std. Wt./ Ctn. 100 1000· 1'2-1/2 1000 3 1000 4 1000 5

Size 1/8"x 2" 1/8' x 3' 18' x 4' 3/16'x 2 3/16' x3* 3/16' x4' 3/16"x 5' 3/16' x G 1/4'x 3* 1/4* x 4' 1/4' X 5' 1/4' x 6' 5/16* x 3' 5/16' x 4' 5/16'x 5' 5/16'xv 3/8'x 3' 3/8'x 4' 3'8 ' x 5' 3/13'x 61/2'x 4" 1/2*x 6'

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Jobsite Supply

St,£1 BOX 100 100 100 50 50 25

Drill Dia 318 V2 5/8* 7rd 7/8* 11/4' Dnll DIP 3/8.

3/8' 3/8.

1/2' 1/2.

1/2.

1/2.

5,18' 5/8' 5/80 Sis. 7/8' 78' 7/80 7/8, 7/5* 7/8.

7/8, 7/8 11/4 ' 11/4'

Wt./ 100 3 .4 3 4-1/4 6-3/4 9-1/2 9-1/4 14-1/4 13 22 16 24-1/2

:1

41,an1 -AliI•E 500 1000 1000 500 500 25

1 2 3 7 7 19

Std Box 1/21:./////ir,7,I 50 500 11/4' 50 500 11/2 50 500 2 50 500 31/4 500 4 50 50 500 5 50 500 51/2 50 500 6-1/4 500 6-1/2 50 500 71/2 50 500 8-1/2 50 500 9-1/2 50 13 25 250 14 250 25 16 25 250 18 25 250 250 16 25 18 25 250 25 20 125 25 23 125 25 25 42 25 25 50

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'11==53 (619)'295-6100 Phone

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Bang-If"

Wood=Knocker'M

lammnouNF•/..................

036: -•31':.7,

Bang-It Concrete Inserts are designed for installation in and

Wood-Knocker Concrete Inserts are installed onto wooden

through metal composite deck (i.e. "pan deck") used to

forms used to support a newly poured concrete floor slabs,

support a newly poured concrete floors or roof slabs. After

roof slabs or walls. When the forms are stripped, the color-

pre-drilling the deck and installing, the protective sleeve of

coded flange is easily and visibly embedded in the concrete

the insert protrudes below the surface of the deck allowing

surface. The inserts allow the attachment of steel threaded

overhead attachment of steel threaded rod in sizes ranging 11. , .,- ,» .-'i'" i .... ' 3

:.,

»

rod or threaded bolts in sizes ranging from 1/4" to 3/4" in

from 1/4" to 3/4" in diameter. ..0,1

diameter.

. I

1*;n•. 4 +F. NE ..Immlmi Oe- 6 1.7540 B 1/4• Brown Bang-It 442 ..................... i.7542 2 ---.....

3/8• Green Bang-It 442 ............

7544 C 1/2" Yellow Bang-lt 442

1 .'.11'..

1•.. •- ...

13/16"

-14.- 1 ... ·I...

4,000

13:16"_- #.- 1.92. .. _J,90• 13/16' 100 4,000

• -Ii:6.--11-5LK.ReiBAng-jIT':- ...-._ 1•16'. .7548 Il 3/4" Purple Bang-lt 442 1-3/16" BANG-Ir PERFORMANCE DATA

:'D 11.'v 100

-

.. _ .&9»__ • 4491 50 2,400 •

'

Ultimate Tension and Shear loads in Minimum 3,000 psi Ughtweight Concrete Over Metal Deck' f ' ,31-! . . il p75 ·-il'I•';1 fi , ,•TI_i -- '- ' ' 41 11[ 1 1 Al 1 169& ' , '1 4 .Jil! 11 4-- 042.Ill., 1;11, r il IT 11 U ;1@i 1=.,111.1 "11+: 10: - 4-, - 1-111 LL . 1 .

1/4" Upper 2" 9' 12" 4250 2725 fllir Lower 2' 9" 12" 3250 2725 3/8' Upper 2" 9' 12' 6200 3450 [318' V.#:er ' •2' 9" ' 12" 3250 3450 1/2 ' Upper 2" 1 02 ' Lower . 21 5/8' Upper 2" t•r'•--'62 --F' --"

'

*1< I,1,83i I,IM&1 :1:*I ;1 ;{,1,11Iel i,lil 11 4 10{le[f• ,/. s .rs '- fe'Y'/-44.fl '15[ 5042 .t*i'yer ' .-4#8.: 7550 ' FA 1/4" Brown Wood-Knocker 442 200 9,600 1.•52....Li , 3/8' Green Wccd·Knocke,TM 7554 13 1/2' Yellow Wood·Knocker 442 - 036.... 036.....-'.-,.-I- -I- .. .--'.

036.-...--- - 036....

-' 1556 I. 7 5/8' Red Wood-Knocker 442 7558 0 3/4" Purple Wood-Knocker 442

PJACCESSORIES

9•6.1•3 9,600 .- -,--'.- ... '.

150 6.000 1 150 6.000

-:-*........ "'1

F•.:6- -- *diA£IthT:•57,Ker

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7562 13/16' Carbide Hole Sawfor W". 3/8". 1/2" 1 6.--75E4 • 1-3/16" Carbide Hc'.e Saw for 5/8,3/4" 1 ......-... ..............-... .. ..... ....--- - 036.-... ........-...... I.-.--.... ........ ..

7566 Carbide Hole Saw Center Bit 1 i j

9' 12' 7150 3450 ---......

9" .12' 3250 3450 : 9" 12' 7750 3450 F- --12'---7•0 - -3456 -,

5/8" lower 2' 12' 12' 4250 4150 ........ . ... .-- ..

I , . ........ .- ... -- ... 13/4' =.'...............1.EPREL-....I ..:- - 1.,il_-._,121__ 7152 ...L..3159-:1 314" Lower 2' 9" 12' 4250 3450 ............-.-• , .......

13/4. · lower 2' 12" 12", - 4159 - ..5900. i 'Anchors in shear loaded perpendicular to the edge with al" effective edge distance.

Anchors in lower flute have a 1" effective edge distance

18'i'(•I".Myq"WRI.:14;{d•];lt'iMMA:•17Ah...............

Ultimate Tension and Shear loads in Minimum 3,000 psi Ughtweight Conaete

.,Le:'...

036/. rt L. 1/4'

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11 4250

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2' 12' 6' 4500 ... ..6, ... ., - - #-....--.-'-' "2;' - E- ........4592" 12' 6' 4500

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2725 •--I .0.--, 5275. ...1 7175

6/•:1... .../1 7500 --- ...... ... -- .....,.

6000 0 .... ......1 ...............

7500

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Blue Banger Hanger ®

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Patented 042 multi-thread design 0 Mulu-thread design allows allows each hanger to accept 2.3 threaded rod size to be changed diameters ofthreaded rod.Three after the anchor is in the concrete. sizes of·hangers can handle all applications, reducing contractor and distributor irwentories.

73

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Wood Form Insert 042 Blue plastic ling acts'as an insert locator when foans are removed.

042 Plastic ring creates acountersunk recess to keep internal threads clean from concrete residue.

042 Nails snap off with the swipeofa hammer after the fomis are removed.

042 Multi-thread design: Each insert accepts 2-3 rod diameters.

Tension Loads In Light-Weight Concrete

Tension Loads In*Normal-Weight Concrete •

MODEL NUMBER

T•EADED ROD OUL ill.

1.

mEWOED MUNL EDGE DEPTH DISTANCE hl h ( rE,0 (n¥11) .

NINL SPAHL EL Inlr)

TENSIO LLOAD TENSIONLOAD .=/*./Sm= .*..s==..int .-036='.. =.=.... .... '*kul'0 .. 036•0114 .M

•6---9 .- '. .• - i..-.,, -

11{READED FODDLA h

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S ' ·. 2 '' .·: 7'.'; :,4- 8' 6.820 ,··1,705 . ., 2103 . -BBWF2550 • -'. • . (5•) ... .i· • ,(17• i., ji;. (203) · ·, • IOO·3) : 0.9 . .,1 4 {94) r 38 ..,·.:.t:• • . 2.·· gr #'·:••·•4 9 6 C 3 '2 .. - 3700 ' : .SI (16.7) 1/2 2105 (•A) 3/8 3,750 7,360 1,840 7 8 2 BBW3762 (16.7) 412 (51) · - (178) (203) (32.7) (8.2) 5,875 961) 5/8 . ..... S '.2 . . I. 1 5,875 2 .'

7 · ·•' •.1 8 :cr' · 7.420 · ' 1.855 (26.1) &'8 BBWF6275 . 1511 •t'.31, .:11,;2031'. • .0'.0, -.. 18.31 8.460 : 07.61 - J4

Metal Deck Insert 042 3' plastic sleeve keeps internal threads clean.

042" Extended length of the sleeve allows easy location of the insert even with fireproofing on the underside of the deck. Also provides guidance to align threaded rod with the internal threads.

042 Installed height of 2" allows the insert to be used on top of, or between, deck ribs.

042 Compression spring keeps the insert perpendicular to the deck, even if it is bumped or stepped on after installation.

MOOEL NUMBER

EMBEDDED DEPTH h An)

IAQNLEDGE OSTANCE h 0,111

-1.

S•aNG 'L 04

lENSIONLOAD ..SED=0...$*H'.114 .>, *013* 00..

--

.-

4.220 0901

1.070 14.8)

<.

BBWF2550

BBWF6275

2.'

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8 903

TENSON LOAD BASED.51•1151•1•85110 =.*1018 I..

".-

9:0 (4.21

2,105 0.4)

1/2

3.750 OEQ

578

5,875.

(26.1).

2 (51)

3/4

7' ·(170

8 (203)

4.400 09.6)

--1,100 '.0.0

K.

01- .e W# 'j..X 0 0

Iii Z:. f • 11•.2,7:6

8,460 I 07.6)

CZD

4 Tension Loads....

In Light-Weight Concrete Metal Deck '... ..«'.'.=..'.... « 036 .B- »-«'.-." «-I .,A, ... Over .. ....

TENSION LOAD lENSIONLOAD TENSION LOAD DRILLBIT THREADED EMBEDDED MINLEDGE MINIMUM SASEDONCONCREIESTRENGN ao,SED(NO,Ommomm .AcEDolinwasm:*TH MODEL M(#:Lo. Fkt.) (hs"i'*1 03601 nAe DIA ROD DIA DEPTH DISTANCE SPACING A3107 0% SAE 1018 fc >=3*300 0171.lpa) fc >= 3,[lou psi 01714* NUMBER in m in in Ak, 036abi.

1-Dad m Aa..#e E)&(mm) (mm) 01¥n) = t# = :*"4 ..

114 ' M 13/16 2 71/2 8 9,320 2,330 5,740 1,435 2105 BBM02550 78 ,· 3/8 (51) 6.41 091) (203} (41.51 00.4) 95.5) (6.4) 3750 1/2 (<6.71 2105 3/8 2 71/2 8 10.540 2.635 5,880 1,470 BBM03762 11/8 (51) 3750 (191) (203) (46.9) (11.7) (26.2) (6.5) 1N 13/8 (f6.7) 5 875 5/8 (•6.1) 5875 2 71/2 8 12,360 3,090 6,060 1.515 1 3/16 - -.NL (16.1) BBMD6275 13/8 (51) 091) (203) (55.0) (13.7) (27.0) {6.7) 8460 3/4 07.6)

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A7 28 oz. Ordering information PART NUMBER ',

DESCRIPTION

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PARTNUMBERt.· 1 .

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· 'DESCRIPTION

BOX QTY

imisthedd#en:*We=Idge-

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28 RuidOunce (att1idgeA7

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A7 .Average Ultimate Tension and Shear Loadsi•.3 Acrylic Adhesive .for.Threaded Rod installed in Solid Concrete THREADED'; • ROD DIA. In.(mm) 3/8 (93)

11

' DRILL HOLE' DIAMETER In.(mm) 7/16 . (11.1)

» r'· SETTING TORQUE Ft.·Lbs.(Nm) (17-24) 13-18

1000 PSI (13.8& Pa) CONCRETE 4000 PSI (17.6 W Pal CONCRETE,» ' EMBEDMENT UlnMATETENSION ULTIMATESHEAR ULTIMATE TENSION - 3 ULnMATESHEAR IN CONCRETE Lbl (kIO .

- -166(130 Lbs.(kN) Lbs.(kN) In. (mm) 3,734 116.61 ' 4,126 (183) 08.1) 1-1/2 ,:3:3.8 (85.7) 5,8• (•) 5,2• 8;.•• 10,911 .(48.81 5,220 ,03% 5,220 (133) 11,661 (51.91 .5,220 (232) 4-ln (1143) 7,729 (34.41 6,022 06.8) 8,029, 05.7) (29.33) (50.8) 9/16 (143) 21-a 2 1/2 OLD (488) 8,029 05.73 17,162 063) 8,029 (35.7) 4-1/2 (1143) 10,793 8,029 (35.71 17,372 073) 8,029 017) (63.2) (1514) 14,210 6 7,330 01.6). 11,256 - (50.1) 0+108) Mn (633) 5/8 019) 11/16 073) 55-80 5-5/8 042.9) 16,417 03.0) 15,967 171.0 26,504 · (1179} ·15,967 .·' (71.0 or (83.41 15,967 (71.0) 29,381 ' ' ·(130.7) 15.967_.· (71.0 7-ln (190.5) 18,747 3M (19.1) 8,634 03.4) · 20,126 (893) gEl 13/16 (20.6) 106-160 (143-216) ·. 3 3/4 (19.1) &3/4 11713) 18,618 (82.81 20,126 (893) 29,n7 '(132.21 20,126 (893) 036, or (228.6) 23,934 (1063) 20,126 (893) 37,728 .•. (167.81 .20,126 . (893) 7/8 02.21 9 13,650 · (60.71 20,920 ' ·' (919) (88.9) 3.ln 7/8 (212) 15/16 (218) 185 - 250 (250·338) 29,866 (1323) 44,915 (199.81 29,866 (1329) 7-7/8 (200.01 or10-ln (266.7) 36,881 (164.1) 29.866 (132.91 48,321 1215.01 29.866 (1319) (214) 1 16,266 012) 33,152 11473) 05.4) 14/16 07.0) (101.6) 4 1 276 - 330 07+447) (228.6) 32,215 (1433) 37.538 1167.0) 43,209 0145) 37.538 (167.0 9 Or 004.8) 46,064 (1433) 37,538 1167.0) 63,950 (2843) 37,538 (167.0) 1-1/8 (28.6) 12 21,838 197.11 33,152 (1473) 14/4 01.8) 1-5/16 033) 370-660 (501494) 5 (127.0) 114/4 085.8) 45,962 (2043) 58,412 1259.8) . 56,715.t. · (2523) 58,4J2 (2598) Or 1-3/8 - ' 04.9) 15 " 081.0). 62,203 0763) 58.412 059.8) 84,385 '0714) 58.412 . '(2591) 1 Allowablewoil:ngloadsforthe single installatons under staocloadingshould notexcred 25%Capadty ortheallowableload o the andicriot 2 U:timate load valve, In 2000 and 4000Fst stone aggregateconcrete. U:tlmate loads :re Indkated for tN embedmentshown In tne Embedment InConcrete column. Performan(e ntues am based on theuse ofhlgh strengththreadedrod (ASTMA193 6t Bll.lhe ust oflower st•th mdiMII<em!: In bwer ultimatetemton andshearteadl 1 Ilnearinte,platknmi,btui:dI,i•,=1:dRat•spdng:1•edged!,tanas

1;14:1•li•ibll•ruiv,)6"»»i_ '--f*llowable Tension Loads' for Threaded Rod 14 THREADED ROD DIA. In (mm)

DRILL HOLE • DIAMETER In (mm)

-

- •nstalled in Solid Concrete

MIN EMBEDMENT DEPTH In (mm)

ALLOWABLETENSION LOADBASED ONADHESWEBONDSTRENGTH 2000 PSI 03 8 MPa) 4000 PSI (27 6 MPa) CONCRETE CONCRErE Lbs.(kN) lbs. (kN) (41) 934 (63) 2,740 (121) 1460 (8.6) 2 915 (110) 1930 1,505 (En (110) 4,290 (1911 1700 (15.8} 4,340 (193) 3,550 1,832 (81) (183) 6625 (293) 4100 * (20.8) 4685 7,345 Oln (96) 2,158 7,430 031) (207) 4655 9,430 (42.0), (26.6) 5980 3413 (15.21 11,230 (493) 12.080 (517) 9220 (410) 4.067 (18.1) (53.6) 05.8) 8,050 12,050 011) 15,985 11 515 (512) (243) 5460 14,175 (631) (511) 11490 21,095 (93.8) (692) 11550

AUOWABLETENSION LOADBASED ONSTEELSTRENGTH ASTM A193 GIL 87 ASTM A307 (SAE 4140) AISI 304 SS (SAE 1018) Lbs.(kN) Lbs. (kN) Lbs. (kN) 3,995 't -(17.8) 4,340 (193) 2,030 (93) 3,995 - (17.8) 4340 093) 2,080 (93) 3.995 (17.8) 4,340 0931 1080 (93} . 7,780 - 04 0 7,155 ' 01.8) 3730 (16.6) 7,155 013) 3730 (16.9 7,780 , 04 0 7,155 (31.8) 7,780 (1461 3 BO (166) 12,210 (544} 11,250 ' ISOO) 5,870 (261} 11,250 (50.0) 12,230 (544) 5,870 (261} 11.250 (50.0) 5,870 061) 11230 (544) 14,860 (66.1) 17,690 0&7) 8,490 (37.8) 17,690 08.D 14,860 (66.1) 8,490 078) 17,690 08.7) 14,860 (66.1) 8.490 071) 20,835 (92.7) 21510 (1133) 11,600 (516) 20,835 (92 D 11.600 (51.6) 25,510 (1133) 20,834 (92.7) 11,600 (51.6) 25.510 (1133) 26,560 (118.1) 31620 (140.7) 15180 (673) 26,560 (11&11 31,620 (1407) 15 180 (673) 26,560 (11&1) 15 180 (673) 31,620 (140.7) 34,670 (1541) 49,580 (220.61 23,SOO (105.9) 34,670 1154.21 49,580 (220.6) 23,800 (1053) 34,670 (154.2} 49,580 (220.6) 23800 (1059)

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042Bonding hardened concrete to hardened concrete.

042Pick proof sealant around doors, windows, and fixtures.

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Trakfast 042Length: 17" 042Height: 15-1/2" 042Weight: 9.25 lbs.

042Maximum Capacity: 42 pins 042Maximum cycles/second: 2 042Fuel cell: 1000 shots 042Battery (charged): 3000 shots

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042Speed: 3 to 5 times faster than any other tool, 42-pin magazine reduces loading time.

042Easy To Use: Tool automatically resets piston, no recoil, tool absorbs shock resulting in less operator fatigue.

042No Licensing Required: Unlike powder-actuated tools.

042No Changing Loads: Trakfast uses a fuel cell, not a load. No need to inventory different colored loads.

042Narrow Nose and Profile: Allows tool to reach inside deep leg track (1-5/8" wide x 2" high).

M150

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042One-step fastening to concrete, block and steel. The M150 was developed for speed.

042Fastening system holds fast at speeds that reduce installation costs up to 75%.

042Quieter than conventional fastening systems allowing you to work in tenant occupied buildings.

042Use all day long with less fatigue, on you and the tool.

042Combustion technology provides the power to help you work smarter, not harder.

042Durable lightweight tool for long tool life and less operator fatigue.

042No licensing required use it out of the box.

042Fuel cell replaces conventional powder loads and drives more than 800 pins.

042Magnetic nosepiece ensures pin alignment and guidance.

042Specially engineered pins hold up to 950 pounds per pin.

042One-step trigger with low recoil.

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042Crossing over from powder to gas.

042Reduced installation time and operator fatigue compared to a muzzle loaded powder tool.

042CrossOver technology allows users to change out nosepieces to accommodate any fastening need; metalto-concrete, hard concrete or steel, pan deck, block and more.

042Interchangeable nosepiece is able to shoot a variety of fasteners, including the new "hybrid pins".

042Magnetic nosepiece for mechanical pins and accessories.

042One fuel cell replaces conventional powder loads, drives over 1000 pins.

Sets 042the standard for single-shot applications.

5042 times faster than traditional drill and anchormethods.

Reduced 042 installation costs, up to 75%.

Quiet 042 enough to work in tenant occupied buildings.

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Viper 04227 caliber: 10-strip loads: 3 (Green), 4 (Yellow), 5 (Red) 042Weight: 4.5 pounds 042Pin Capacity (Ceiling Clips): 1-1/4" 042Length: 17 inches 0425 year warranty

042Automatitc Load Adavnce: Load is advanced consistently each time fired.

042Automatic Piston Return: No time spent manually resetting or cycling the tool allows you to work faster.

042Overdrive Protection: Heavy duty buffer system prevents front end damage caused by piston overdrive, especially through sprayed-on insulation.

042Simplified Barrel Retention Collar: Newly engineered barrel has fewer parts and the collar simply screws into position.

042Stable Steel Collar. The Viper screws securely into the end of the extension pole with the steel collar ensuring a more durable and rigid connection.

Steel collar redirects recoil stress away from pin connection preventing wear and reducing wobbly tools.

042Uses Exisitng Viper Pole System: The newly engineered tool works with the existing family of durable Ramset poles.

D60 042Quick power adjustment, gives eight levels of power with only one 042.25 caliber, 10-shot disc loads, load level for a variety of applications.

2 (Brown), 3 (Green), 4 (Yellow) 042Rugged polyamide housing reduces heat transfer and maximizes 042Weight 4.9 pounds operator comfort.

042Length: 12-1/2 inches 042Soft, recoil-absorbing handle for increased operator comfort.

042Muzzle Bushing O.D.: 3/4" 042Disc system eliminates wasted loads and dollars.

042Pin Capacity: 2-3/8" (24/2"-w/washer) -5 year warranty.

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042.25 caliber, 10-shot disc loads, 2 (Brown) 3 (Green), 4 (Yellow), 5 (Red).

042Weight: 4-1/2 pounds.

042Height 7-1/2 inches.

042Length: 15 inches.

042Muzzle Bushing O.D.: 5/8" 042Pin Capacity: 2" (2-1/2" with washer).

042Most durable, powerful powder too, designed for high-production use in steel and concrete.

042Heavy-duty buffer system, prevents front-end tool damage for longer tool life.

042Weekly cleaning, not daily cleaning, saves time and reduces costs.

042Quieter than standard powder tool, allows you to work in occupied buildings.

042Disc System eliminates wasted loads and dollars.

0425 year warranty.

04233% faster than semi-automatic tools, saves time and labor costs.

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042.25 caliber, 10-shot disc loads, 2 (Brown) 3 (Green), 4 (Yellow), 5 (Red).

042Weight 5 pounds.

042Height: 17-1/2 inches.

042Length: 7-1/2 inches.

042Muzzle Bushing O.D.: 3/4" 042Pin Capacity: 2-1/2" (3" with washer).

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04233% faster than semi-automatic tools, higher production rates.

042No cycling necessary, less wasted motion.

042Dramatically less recoil, comfortable to operate.

042Exceptionally quiet, great for tenant occupied buildings.

042Ramset Disc Technology, eliminates 10-20% of load waste, loads only advance after firing.

0425 year warranty.

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.Muzzle Bushing O.D.: 9/16" 042Uses 27 caliber 10 shot strip loads 3 (Green) 4 (Yellow) 5 (Red).

042Pin Capacity: 2-1/2" (3" w/washer).

042Semi-automatic .27-caliber tool, uses strip loads.

042Padded recoil-absorbing handle, for greater operator comfort.

042Fastens up to 3" standard Ramset drive pins and threaded studs, ideal for general construction applications.

042Full one-year warranty.

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042.22 caliber, single-shot loads: 0421 (Gray), 2 (Brown), 3 (Green), 4 (Yellow).

042Weight: 4.3 pounds 042Length: 13-1/2 inches 042Muzzle Bushing O.D.: 5/8" 042Pin Capacity: 1-1/2"

042Rugged metal housing, holds up for years.

042Low recoil, reduces operator fatigue on large jobs.

042Rubber cushion grip,for maximum operator comfort.

042Only two moving parts to clean for easy maintenance; saves time.

Narrow 042 5/8" muzzle bushing for easy access in tight fastening areas.

042Automatic cartridge ejection system, increases operator speed and productivity.

042Simple to clean, saves on labor costs.

RT400

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042Fully automatic, powder actuated tool.

042Comes with a magazine designed to consistantly shoot ten pin strips without fail.

042Handles the toughest applications.

042Switch from magazine to single shot in seconds.

042Power adjust leverl allows user to dial down one full load.

042Rugged soft grip handle.

042New "Softrigger" two finger design.

042Spring return front end means no manual resetting of the piston.

042New integrated anti-overdrive buffer to prevent expensive shear clip, base plate, and guide front-end repairs.

042Narrow single shot nose designed for those tight spaces.

042Flexible Magazine can maneuver 360° and lock in any position.

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RS27 Series Ramset Loads For Low Velocity Tools TOOL · n 042RT MODEL, •MBER D60/D604 045/D45A. 2D60 and AutoFast.

3D60 4D60 D45/D45A and 5D45 AutoFast 721,4170, M70 22CW 32CW 42CW 31•527 SA270, Cobra 4RS27 andViper 511527 5RU7 MD380 6RU7 L674 L1600 L675

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COLOR Brown Green Yellow

5 2 3 4 3 4 5 5 6 4 5

Red Brown Green Yellow Green Yellow Red Red Purple Yellow Red

CALIBER/ TYPE .25 Disc .25 Disc 15 Disc 15 Disc .22 Single 12 Single .22 Single

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036 F.7 0 . ,

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3RS25 4RS25 511525 3RS27 4RS27 5RS27

3 4 5 3 4 5

Green Yellow Red Green Yellow Red

CAUBER/ TYPE .25 Strip 15 Strip .25 Strip 11swp 17 Strip 17 Suip

6RS27

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purple

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SRL/7 6RL27 2207 32CW

5 6 2 3

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Fu*e Brown Green

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PART NUMBER SERIES

SHANK DIAMETER IN. (mm)

1500n600 Series

0.145(3.7) 3/4(19.1 ) 1 (25A)

50 (012)

66 (0.29)

1-1/4(31.8) 1-1/2 (38.1)

152 (0.67) 159 (0.70) 154 (0.68)

166 (0.74) 265 (1.18) 340 (1.15)

SP SP Se•es

0.150 (3.8) 3/4 (19.1) 0.150/.180 1 (25A) (3.8/4.6) 1-1/4(31.8)

154 (.068) 207 (0.92)

200 (.089) BO (1.02)

3300 Series

14/2 (38.1) 0.180 (4.6) 1 (25A) 14/4 (31.8)

1900 9100 Stud

1-ln (38.1) 0.145 (3.7) 3/4 (19.1) 0.205 (5.2) 1 (25.4) 1-1/4 (31.8)

196 (0.87) 241 (1.07) 254 (1.13) 105 (.047) 187 (0.83) 262 (1.16)

100 (0.44) 329 (1.46) 379 (1.68) 71 (0.32) 212 (0.94) 304 (135)

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100 (0.44) 157 (0.70) 179 (0.80)

104 (0.46) 182 (0.81) 267 (1.19)

209 (0.93) 150 (0.67) 243 (1:08) 298 (1.32)

342 (132) 105 (.047) 175 (0.78) 218 (0.97)

384 (1.71) 255 (1.13) 294(131 )

391 (1.74) 284 (1.26) 373 (1.66)

419 (1.86) 101 (OA5) 186 (0.83) 335 (lA9)

501 (2.23) 99 (.044) 303 (135) 400 (1.78)

6000 PSI(41AMPa) TENSION SHEAR U,5.(kN) Lbs.(kit)

81 (036) 189 (.084) 213 (.095) 239 (1.06)

82 (037) 210 (.093) 305 (136) 594 (2.64)

FASTENERS

OX

=0 Con

4000MI07.6MN) TENSION SHEAR Lbs.(kN) Lbs.(kN)

Black Pins

Pins

The special black coating improves pin penetration into difficult base material (i.e. hard concrete). Black coating is offered on all fasteners maufactured for the attachment of drywall track and channel to concrete and steel.

ITW Ramset/Red Head powder actuated fasteners are specifally fabricated to meet the exacting requirements of toughness and durability that enable them to penetrate dense concrete and structural quality steel.

BlackTrack Pins

30Oheaddiameterdrivepins

DESIGNED FOR USE IN CONCRETEAND STRUCTURALSTEELAPPLICATIONS. AVAILABLE IN 100-PACK OF 1000.PACK

MIBER

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300headdiameter drivepins

DESIGNED FOR USE IN CONCRETE AND STRUCTURAL STEEL APPLICATIONS. AVAILABLE IN 100-PACK

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Threaded Studs

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FORAPPUCATIONSTHATREQUIREREMOVABIUTYORWHERESHIMMINGISREQUIRED.

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MD380 li li

(27.0) (31.8)

300 headdiameterpinforconcrete

PIN FOR FASTENING INTO STEEL AND CONCRETE PREASSEMBLEDTO A 14 GAUGE ANGLE CUP 100 PIN PACK PART DESCRIPTION AUTO D45/ NUMBER · ni FAST 1)60 SA270 D45A VIPER COBRA 2202 Ceiling aip w/1-1/4" 042 042 042 042 042 042 042 Shankdiameter=.145 300 headdiameterpinforconcrete

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PIN LENGTH IN. (MM)

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Powerpoint Pins With Ceiling Clips

300 headdiameterpinforhardconcrete

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Fastner Angle Clip 14GAUGEANGLECUP

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Angle dip (no pin)

Ladd Assembly For L1600

•BER DESCRIPTION l652

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.250 headdiameter pin

Trakfast Black Strip Fuel/Pin Pack 1000 PINSANDFUELCELL

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DESCRIPTION

FPP012 FPP0348

1/2 3/4

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(12.7) (19.1)

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Trakfast Breakaway Strip Fuel/Pin Pack

5 08

1" plated pin 1-1/4" plated pin

.250 headdiameterpin

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FPP112T

1-1/2 (38.1)

DESCRIPTION 3/4" plated pin 1" plated pin 1-1/4" plated pin 1-1/2' plated pin

Shank diameter =.109

Trakfast Plvwood Strip Fuel/Pin Pack

.250headdiameterpin

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1" Straight Shank Pin Used when deeper embedment is required (pan deck. insulated lireprooling, etc.)

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1/2' Conduit CIamp w/1 "Premium Pin 3/4' Conduit Clamp w/ 1" Premium Pin

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1 1

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50 50

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3/4" Straight Shank Pin

Premium pin with ballistic 'bunker buster prolile for hardconcrete applications

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3/4"Step Shank Pin

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Fixed Length: VPOL6: 6' VPOL8: 8'

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042D60: Our premier semi-automatic tool, featuring power level adjustment and no-waste disc loads.

042SA270: High-quality .27 caliber strip tool for general purpose applications.

042045/045k Most durable, high-power, semi-automatic tool for hard concrete and ateel applications.

042MD380: Popular 3/8" tool.

042Autofast The fastest, quietest tool we make; no cocking Hiliti® DX36.

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Used to efficiently create pre-tied ceiling dip Convertible from manual to electric (drill-not included) operation

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3/8" 3/8" 3/8"

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8015925

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I.150...#.

DST 200 :..

DST 250 DST 300 .

TEK 500

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25 125 1/4 x 6 11.25

1128031925 1/2":. 8032925.

1/2" 8033925 1/2".:. •.·8034925 112" 8035925

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132

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25

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11 25 1.- .9.06.

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601 1113..

422 ..28 -,·.

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Nut Driver 25 775 29 8037957 DSTR 1-1/2" 12-24 X 1-1/2 125 Use #14 Nut Driver 3/8" .-.... * '22 NFPA :.,30 I ·125.,- forSammys and F.5.. '&"•Fi 254, 7.19.. :3/8..L 8038957x1.. ...25 036L., ..... DSTR 1'...2 : 036,194-28 Swivel Head 25 31 125 5/16-18 X 1-1/4 7.06 8039957 DSTR 516 , • . • .NFPA 3/8" .....

5.94 _ ..' -.' NFPA 25--:.125 3 -IDatio .-2 '6--1/44AX 15 -3/8". - 8040957' .'1 32 :2 NFPA DST 15 1/4-12,X 1-1(2 6.56 .125_ 3/8".

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NFPA ,125 3/8" 35 7.81 ,8043957 1£4-14 X 2-119.

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Approvals

NFPA

Size

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Model

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Approvals

Steel

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Screw- -- 86)i- -Weibht - - CaidDescriptions Qty. _ (per 125). . Qty. • :-3- 5/16 X 1- 1 /2.:,3.- 3 25 - :- : · -• -.9.38 , - 2 2 · ·' 125 ,. ·

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042 Most Items Available in Stainless Steel NEW! NEW! NEW! NEW! NEW! *M'-,"."':/or''V'.>*.f-''t...'·'.e 1.19' 036-u,·1·· ·

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NEW! NEW! ' -'TM

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NEW!

Screw Box Weight Case :. Descriptions u.,Qty. (per 036 125) Qty

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oammy.i,Swivel, Head

Y•nprovals RA . ·

Part # ' :

Item # -

* NFPA' 8139957

4702 -

.

Model .•. - -

SH-GST 20

25

1/4 x 2

9.38

U.S. Patent No. 6 443 680

125

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042 Use #14 Nut Driver (black)

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Approvals

.. N.t'.#.4.ti;.,

= . .......-, 6 ..7-_ t. :1. -F-1 Uninstalled . -. '-, - ' 0428

SAMM,9• ••PRESS T.

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SAMMY X-PRESS 442

Patent Pending •••*••0

b .4 /0 ,4. . , :f , *

Accommodates up to 3-1 /2 x 12 pitch roof 042 Also available In stainless steel

25 10.94 125 1/4 x 3 * NFPA 042, 8141957 4704 SH-GST 30 042,t,••' -'rr 042,,·**•,--.'&,-.'..#,7+I '3 036.,¥,1"IW**r·• • 042'S••,/--,.*· 1A x ••3f;1)56•*,9.:':•10.94',.x:-125:: I *·*·- NFPA: 8142957 '4705•··'SH-GST30SS-0•".'............. -......--- - - ••__. STEEL ,_'

HangThreaded Rod Directly fs

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Steel Ga.

Part#

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Screw

DeSS•ptiops_

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Weight:

Case

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,STELL -_1/4-20 x 1-1/8 •* Nfl'A 22-20 8150922 500 XP 20 25 10.3 125 Sammy X-Press 20 Z:/44- .·.042 ·· •:».·..,-· •·S·'· : :,;R 23 ·;:314-20-•1-•8•j•26', I:•.54#* 'h•.5-0 • S:·:'•ii;A..1.bi)6,5:8•53922 : , 503:' •"i: ·;S»:«32:)-·7 ·:·>·'; 55•62·: ,·2·:...'· =S•Gimy,X·,P•%3$•..: XPIT Sammy X-Press It 1 1.02 1 8151910 501 Installation Tool

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Hangermate Anchors Anchoring system for threaded rod componets HangerMate anchon accept 1/4-20 and 3/8-16 Ihreaded rod and components of various piping systems for attachment to steel masonry, and wood. a

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Specifications Sizes: 042 For use with 1/4-20 and 3/8-16 threaded rod lengths: 042 1 -1/8" to 3" 042 Drive System: Hex Material: 042 Carbon steel Finish: 042 Plating per ASTM 8633 Type Il Class 12

Features & Benefits 042 Eases installation ol sprinWer systems, strut, HVAC, cable troys and various piping systems Single 042 Impening lormat-easily installs with controctor-grade power tools Self-drilling 042 points for sleel up to 1/2" thick In 042 wood applications, no pre-drilling is typically required Many 042 styles UL listed and/or FM approved

*&15.'mums:G-:48,9,11.inam.9.'M Self-d,illing Point for Steel Applicolions; End·drilled Head

T . S 8 IX =0 Com

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31Zt293,1 02 pointi,.

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EZG450 EZG470 EZG471

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EZG511 EB3530

:060-.250 .060..250

EZG540 EB3550

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Wood<ulting Point Dypically no drilling required); End•drilled Head

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5/16*1/4

1/4-20

5-51• L'2'.· 5/16X3

EB3315

_ '3/8,16

EZG 25460

3/8-16

EZG670

For Concrete Applications; End-drilled Head 5/16*1/4 ,*16X2·174

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EZG365 ., 036 SEZG730:

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Wood·Cuthng Point Oypically no drilling requiredl; Cross-drilled Head /7--1 .

5/16X21/4 1/4-20 5/16%2 1/4 3/8-16

EZH320 EZH665

For Concrele Applications; Cross-drilled Head 5/16X2-1/4 U16)(221•4 '. I '·'i"ff -:· :.

1/4·20

En-1370

3/8-16

'EZH735

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Jobsite Supply

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