Page 1
*2/7•: - :4 •9 ' · •:.. 0 ' • I. 1/
I\Y,:Jobs,te'Supply Co.,.,... ': ,....·-2. -'«,•(619) 2951'6100 Phone • ;: *,:
. •• .•619) 295-63Od.Fax fht:,13, , :t'.. 1•,-2.-*.......r•: · - .e,r,
4. ·3%9¢.f'ili '..I ' -j.•i "..... ..i"d'• . · · ".'., ...'·,»·.. · ·. ·".'.':...m....
Trubolt Carbon Steel
withZinc Plating
....' I. ' . '. ./ 1... ..rl--rl_
R . 11 .i .. ....,047...:-=..
s.r · ' �042."..:'&.
1•1 1,-il"fii . - ·i6/•4//ILAIL:/.6//.Ve/vpf-4
it i1·1 . 2
I li J' +.
1..., -
·Ld
872..32*,7'•'••:Y=-4..•Typical Al;plication:-eslrudural.columni,
·,Michinery. Equipment etc
tiEn»iminiZIntetior:- (non-arrosive),
· Level of Corrosion-low
-...4- .... I
--3 tengthmlleadit:mp-pip,Ws<M| embed�036mihipitiOnatterbiliEation
,-1 -readed'*
1 =--3 *1•st,Intest :teel*
'/' I ew./.4
Iwir.T*,Efr
An#Bod,-,vaillble M f.n(·platedMEAW#ppedgihibdi•fl304Mahliessteel and 316 •iniessittel
Trubolt Carbon Steel
with Hot-Dipped Galvanizing
.. ,
F 'S .1 ··-· �042"'•••:- '--... •3*
·. ..: A*»
===1'I*"i. -/
L••»-i•••h.£. 4. ...4W.4.- -i.** * - 3
I-:,#/t. 9,*« :Z . '.' r- '1,/7*Eli·,f : ··4- Typical Applications-1:1 Rilling:,Signage,Awnings, etc
., Environment-Runt/Subutban(exte,idr enviibnment-es:eiti,ythmpollutedarea)
LeverofCorrosion-,.lowtoMealm
.: - .:79 3%-: , I
:4, te..t.-i .... : i:S*. .4.,1 .W'. . I :'
E·.-·f:...,.· -:�036·'::.+2).:, .....C .. :.
.: .-·-··-- i..:ti.:
MeetsASTM B633 Sa,Type Ill spedfications forelectroplating of5um =.0002" thickness.
Thismaterialiswell suited for non-corrosive environments
PARTNUMBER
WS-1416WS-1422WS-1432WS·3822WS-3826WS-3830WS-3836INS-3850WS-3870
WS-1226WS-1236WS-1242WS-1244WS-1254WS-1270WS-5834WS-5842WS·5850WS-5860WS-5870WS-5884WS"58100
WS-3442WS-3446WS-3454WS-3462WS-3470WS-3484WS-34100WS-34120WS-7860WS-7880WS-78100WS-10060WS-10090WS-100120TIEWIRETW-1400
THREADLENGTHIn. (mm)
THREADLENGTHIn.(mm)
3/4 (19.1-14/4 (31.82-1/4 (5711-1/8 (28.61-5/8 (41.31-3/4 ( 4452-1/2 (933-3/4 (9122-1/4 (57.2
14/4 01.824/4 (57.22-3/4 (69.93 (76.23 (76.24-1/2 014.31-3/4 (4432-ln (63334/4 (8164-1/4 (107.95-1/4 ( 133.45-3/4 (146.05-3/4 (146.01-3/4 (4432-1/4 (57.23 (76.23-3/4 (9534-ln ( 114.35-3/4 (146.05-3/4 (146.01-3/4 (4432-ln (6332-ln (6332-1/2 (63.52-1/2 (63.52-1/2 (63.52-1/2 (633
11/A I
ANCHOR DIA.&DRIUBIT
SIZE(THREADS)PERINCH
1/4'-20
3/8"-16
1/2'-13
5/8'-11
3/4'-10
71r-9
1/4'-20
34/24-1/45678-ln
1044/4+3/4M/264/418-1/2
101268
10
2-3/43-3/4+1/4+ins.in7
1-3/42-1/43-1/42-1/42-3/433-3/451
2-3/44-1/454/2734/264-3/45-1/28-1/2
OVERALLLENGTHIn. (mm)
OVERALLLENGTHIn. (mm)
-
WS-12266WS-12426WS-12546WS-12706WS-58346WS-58606WS-34466WS-34546WS-3484G
M '-13
(44.5-(57�0362(82.6(571(69.9(76.2(953
(127.0(177.8(a9(95.3
003.0(1143(139.7(177.8
MAX.THICKNESS
OF MATERIALTO BEFASTENED
In. (mml
3/8 (957/8 (212
14/8 (47.63/8 (95718 (22.2
14/8 (28.61-7/8 (47.63-1/8 09.45-1/8 0301
1/8 0.21 (25.41-1/2 08.11-3/4 (4452-3/4 (6934-1/4 (108.0
1/8 (3.27/8 (212
1-5/8 (4132-5/8 (66.73-5/8 (9115-1/8 (130.26-5/8 (1683
1/4 01.83/4 {19.1
1-1/2 (38.12-114 (57.2 .,3 061, .+10 (11436 05148 (20311.3/8 (34.93-3/8 ' -(85.7.5-3/8 (1365..
(1514 112 017; '.1(228.6 3-in (883(3048 6·1/2 (lai
ANCHOR DIA& DRILLBIT
SIZE (THREADS}PERINCH
(88.9103.01210152.4ln.81153254.0
SYNII5 PER BOX ·' Ibs.
»MeetsASTMA153(lass,pedficationsforhot-dippedgalvanizing>45um=.002: Itishigh,i•rec*60,•••d••9r:. damp,humidenvlronmentsnearcoastalreglons.HotilippedgalvanizedTruboltshave-dcoating)hl••is,4-zinc'
thatisalmostlatimesasthickaselectroplating.Ihiscreatesgreatercorrosion.resistdt,ceataminimal<ost' -
108.0120.7139.7158.8177.8215.9254.0304.8052.4(203.2 -(254.0
(556) 9/32-hole 0.1)
100/ 3.1100/ 3.6100/ 43
50/ 4.150/ 4.750/ 5.050/ 5350/ 7.4SQ/10.4151 4.6251 5325/6115/ 65·1911151 93
10/ 16.,10/ 4.1
10/ 4.710/ 5.410/ 6110/ 8.010/ 9.4
10/ 63:10/ 7A10/ 8.110/ 9.1
' 10/ 9.710/11310/14.010/16.6
_51.63_--5/ 8.1
5/ 9.8-5/ 83
' 5/11.65/110
100/ 16
QIYAVTPERMASTER
CARTONIbg
'1000/.36
PARTNUMBER
(693)(108.0)(139.7)(ln.8)(883)
(1524)(120.71( 139.4(2153)
1/81-1/'22-3/4+1/4
1/81-58
3/414124-in
MAXTHICKNESS
OFMATERIALTO BE FASTENED
In.(mm)
0.21(38.1)(69.9)
008.0)0.2)
(657)09.1)(38.1)
11143)
1000/ 321000/.37i'860/•39
500/ 41.400/'39.'
400/ 41300/ 36250/ 38250/ 53200/ 38150/ 35
·150/38'150/·39150/ 47:150/ 57100/ 37100/.,42
7.100/3850/· 2330/.19..
JO/, 25. fjwmig:
'60/ 42..·W '4550/ 4130/'2830/·3030/ 3830/ 4330/ 51
2st n•-·:154-
.-' -15/:3025/ 43,+
,,35/:36.15/ 46
1-1/4 (31.8)2-3/4 (69.9)3 062)+1/2 : 11143)1-3/4 (4414-1/4 0073)
24/4 (572)3 061)5-3/4 (146.0)
5/8'-11
3/4'-10
Jobsite Supply
QTYANT-PER BOX '
lbs.
25/ 4.815/ '6325/ 8.0151 9J .
10/ 3710/ 5.610/ 7,510/ 8.410/ 123
7 -SYNII,PER MASTER
aRTONlbs.
'200639150/ 41150/ 49150/·59
100/3850/ 29
.60/-4650/ 4230/. 38
103
..,. ... .S
.-
r -8 '6' 9
12
2-3n6
.,
.
.. - A-::
S0.-kF0B�254a
& 08
Page 2
..tr- *!:4L:.
.,... .. 9<:72 7.' 5.- &T. . . ' ...'. 0'...'. ' 4<*....:':.......'.....7.2*.,2..:.
3.- ..:Wedge.Anthors ·
1·_jiL. · 1...1<#a:* .--211tt•.-.-·._in:
(aw"#Ed(4• 119Thl]Fi' �036.......:
Trubolt Type 304
Stainless Steel
, ·-,�042r
' St*'4:.F :: 1 li'.,9: i. Of,.
I 1,«431 .
6/EAV··-EYM·/FA
Typla,Applications-aadding,St,dium Seating, etc
Environment-Urban(slight to moderate
, degreeofpollution)
level of Corrosion-Medium
1 T 11&27"0 e 1, •/WAL_ 1
Trubolt Type 316
StainlessSteel
-•'•r--- •-7-,:* •, T;-pt«'Ap,iti,ti,_6._,---• Pumps. Diffusets. Gates
fili Ed-•#AA-AJ
likil.Yllillilill4-18-/wi
:1.immkr
-9.1
. 1 ....: ...
(m•eme to heavyratmosphekpollutiont
Level ofComsion-liedtum to High
: -1 - -·--f I, - 1- ,-1. 1 Typical Applications-
Tunntls, Dam:,Tles,
L-1,-1-•1•Ft r:Zleki:31;201' ,• Marinethe"yarmosphetk1 -11-• po•ullon)
1 level of Corrosion-High
·· :st ·· , :.C: . :; ..:
n .. .. .4 , ,
... .1, , - ·" .'-. lt-: t., . p.. 3, ..t.<
...4..1, .4.-44,1.-=---,-A.-- 4. '1--«.-,-.
.. =.... All -/.1.,; �036All'll1 Jobsite'Supply Co.. .' .,
1 . ...." 1•:1=f, .(619)295-6300 Phone
.-,i .:.9.,rN-\I,t:•;T- • (619)295:0300 Fax I'
Serves many applications well. It withstands rusting in architecturaland food processing environments
and resists organic chemicals, dye stuffs and many inorganic chemicals.
PARTNUMBER
WW-1416WW·1422WW4432WW-3822WW-3826WW-3830WW-3836WW-3850WW-1226WW-1236WW-1242WW-1254WW-1270WW-5834WW-5842WW-5850WW-5860WW-5870WW-5884WW-3442WW-3446WW-3454WW-3470WW-3484WW-34100WW-10060WW-10090WW-100120
THREADLENGTHIn. (mm)
3/4 19.114/4 31.82.1/4 57.21-1/8 18.61-5/8 4131-3/4 44.52-1/2 6333-3/4 9531.1/4 31.82-1/4 912·3/4 6933 7613-1/2 88.91-3/4 44.52-1/2 6333.1/4 82.64-1/4 (' 07.95-ln ( 39.7.3-1/2 88.91-3/4 432-1/4 57.23 7614 ( 01.65-3/4 ( 46.01-3/4 4432-ln (6332-1/2 (6332-1/2 (633
ANCHOR DIA.& DRILL BIT
SIZE (THREADS)PERINCH
1/4'-20
3/8'-16
1/2'-13
5/8'-11
OVERALLLENGTHIn. (mm)
1-3/4 (44324/4 (57.23-1/4 (82.624/4 (57.22.3/4 (69.93 (76.23.3/4 (9535 ( 127.02-3/4 (69.93-3/4 (9534-1/4 (108.05-1/2 (139.77 (177.83-ln (88.9+1/4 (108.05 (127.06 (152.47 (177.88.1/2 ( 215.9
" 10 4-1/4 (103.04-3/4 (120.75-1/2 (139.77 ( 177.88-ln (215.9
10 (254.08 6 (152.4)
9 (22&6)12 (304.8)
MAX.THICKNESS
OF MATERIALTO BE FASTENED
In. (mm).
3/87/8
1-7/83/B1m
1.1/81-7/83-1/8
1/8
1-ln2-3/44-1/4
1/87/3-
1-5/82-5/83-5/854/8
1/4314
1-ln34-1/26
1nM/264/2
100/ 12100/ •3.7100/ 4850/ 4.150/ 4.850/ 5.150/ 6.0501 1525/ 4.7151 5225/ 6325/ 7.725/ 9A10/ 3.610/ 4210/ 4.810/ 5510/ 6.210/ 8.010/ 6.810/ 6.710/ 7310/ 9110/ 12310/ 1335/ 835/ 11A5/liO
S'(NilPER MASTER
aRTONIbL
1000/ 321000/ 37800/ 39
500/ 41400/ 39400/ 42300/ 31250/ 39200/ 38150/ 36150/ 39150/ 47150/ 57100/ 37100/ 43100/ 4950/ 28301 1030/ 25601 4260/ 4150/ 3830/ 2830/ 3830/ 4225/ 4315/ 3515/ 46
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.
PARTNUMBER
SWW-1422SWW-1432SWW-3822SWW-3826SPAY-3830SWW-3836SWW-3850
Smv-1226SWW-1236SWW-1242SWW-1254SWW-5842SWW-5850SWW-5870SWW-3446SWW-3454
THREADLENGTHIn.(mm)
1-1/4 01.8)2-1/4 (571)1-1/8 08.611-5/8 (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
OVERAULENGTHIn. (mm)
20 2-1/4 (571)3-1/4 (816)
16 2-1/4 (571). 2-3/4 (69.91
3 061)3-3/4 (953)5 (1278)
13 2-3/4 (693)3-3/4 (953)4.1/4 110&0)
'* 5-1/2 (139.7)
11 +1/4 (108.05 ( 127.017 On.8)
10 4-3/4 (120.7)5-1/2 ( 139.71
3/8718
1-1/81-7/83-1/8
1/8
(93(212(47.6(95
(212(28.6(47.6(79.4
01(25.4(38.1(69.9
( 108.0
01(22.2(413(66.7(911
( 130.2(1.6
(19.1(38.1(761
( 1143( 152.4(117(a9
(165.1
1-1/22-3/4
7/81-5/83-5/8
31414/2
MAX.THICKNESS
OF MATERIALTO BEFASTENED
In.(mm}
1/814/8
(31)(25.4)08.1)(69.9)(221)(413)(911)(19.1)08.1)
WYNIIPER BOX
lbs.
Jobsite Supply
(221)(28.6)(93)
.(212)(28.6)(47.6)(79A)
QTY/WTPER BOX
lbs.
100/ 3.7100/ 4.8
50/ 4.150/ 4.850/ 5.250/ 6.050/ 73
25/ 4.725/ 5325/ 63151 7510/ 4.210/ 4.81W 6.710/ 6.810/ 8.1
QTY/WTPERMASTER
aRTONlbs
1000/ 371000/ 39
500/ 41400/ 39400/ 42300/ 37250/ 39
200/ 39150/ 36150/ 40150/ 48
100/ 43100/ 4930/ 2160/ 4150/ 41
�036,
1
0.
/
314 -
r-
1/4'-
3/8'-
9-
5/8'-
3/4'-
t .... - .-.....-#.- I.'----.I'.'-lilI.':
104
R.• 01'fVt,RGVWLf ....:
· AS - '- t **i
.*......»,·ii.......Mi,i».»,i.» �036i··,t..it«»».••»�036lili ,ti,=-B.- I•*.-Ill-*.-----..-.-...%·.......•-t�036-,......•"
Page 3
.... .3.. - I ....& /. : -I ·
-' • 'AiJobsite.Sdpply Co, · ,.'i..
'' -B:(619)'295;61DO Pho'ne · ' ' *'.,i.: T.Z.-·. ,-�036(619) 29516300&Fax ' ·7.3."'5
.A--... :U-- ...."".-,.. --- .*. ...2.-k. -"--' ...-..--.-- .-I
••E»,+
TruboltWedge Anchors
igm' "• 'Wedo#.Anchors ' .,.,
..,·. ... t. ·'L':Y , 1{·2 ; ·· •P- I .6 1
... -...- . 4 ......:' e... ..........1 -IE*.. .
...E.--=Agi- ..
'-I.ill
.Ultimate Tension and ShearValues (Lbs/kN) in Concrete*
' Allowable*mare basedupona 4 to 1 safety faaor. DMde b,4 for allowable load valud
fc=2000 Pit (13.8 MPa)
TENSION SHEARLbs.(kN) Lbs.(kN)
1,180 (51)2,100 (93)2,260 (10.1)
1,680 (73)3.480 (153)4,SCO (21.41
4,660 00.7)4,660 (20.7)5,340 (23.8)
6,580 (293)6,580 (293)7,060 01.4}
7,120 01.410,980 (48.8)10,980 (4&8)
9,520 (42.3)14,660 (651)14,660 (65.2)
13,940 (62.0)14,600 (643)18,700 (83.2)
18,140 (803)27.340 (121.6)
EiliOKE':St"Ui:Fi•1•
�042Allowable values am based upon a 4 to 1 safety faaor. DMde by 4 for allowable load values.
1,400 (6.2)1,680 0.5)1,680 (73)
2,320 (103)4,000 (17.8)4.000 (17.8)
4,760 (211)7.240 02.2)7,240 (312}
7,120 01.7)9,600 (42.7)9,600 (417)
10,120 (45.0)20,320 (90.4)20.320 (90.4)
13,160 (583)20,880 (923)20,880 (919)
16,080 (713)28,680 (127.6)28,680 (127.6)
23.280 (103.6)35,080 (156.0)
fc=4000 PS (27.6 MPal
TENSIONlbs. (kN)
1,780 (7.9)3300 (141)3.300 (14.7)
2,240 (10.0)5,940 (26,4)5,940 (26.4)
5.100 02.7)9,640 (419)9,640 (419)
7,180 (11.9)14,920 (66A)15,020 (66.8)
10,840 (43.2)17,700 (78.7)17,880 (79.5)
14,740 (65.6)20,940 (93.1)20,940 (93.11
20,180 (89.8)23,980 (1067)26,540 (118.1)
26,380 (1173)43.300 (1916)
SHEARLbo (kN)
1,400 (61)1,680 (7.5)1,680 US
2,620 (11.7)4.140 (18.414,140 08.4}
4,760 (21.2}7,240 012)7,240 012)
7.120 81.7)11.900 (523)11,900 (52.9)
13,720 (61.0)21740 ( 105.6121740 (105.6)
16,580 (73.8)28,800 (12&1)28,800 (123.1)
22,820 (1015)37,940 (168.8)37,940 (168.8)
29,460 (131.0)44,260 (196.9)
fc =6000 7.1 (41.4 MPa)
TENSION SHEARLbs.(kN) i Lbs.(kit)
1,900 (83}3,300 (14.7)3,300 (14.71
2,840 (116)6.120 (nm6,120 (27.21
7,040 013)10,820 (48.1)10,820 (48.1)
9,720 (431316,380 019}16,380 (72.91
13,100 159.2)20,260 (90.1123,580 ( 104.91
17,420 (17224,360 (10&4)24,360 (103.4)
21,180 (912)33,260 (143.0)33,260 (148.0)
33,640 (149.6)45,540 (202.6)
'1,400 (61)
120 OS1,680 173)
3,160 (14.1)4.500 (20.0)4.500 (20.0}
7.040 013)8.160 063)8,160 Oil)
9,616 (418}12,520 (55.7112.520 (55.7)
15,980 01.1123.740 t105.6121740 (105.6)
19,160 (812}28.800 (128.1)28.800 (128,1)
24,480 (1033)38,030 (169.4)31080 069.4)
33,780 (1503)50,560 {224.9)
:
.
--
Trubolt Ultimote Tension and Shear Values (Lbs/kN) in
Wedge Anchors,LLightweightConcrete*
...«'.'*.*......'»«==-====«'=»«�036=«='.-i.===t»,==»===1'.-».'-1.-=====»==�036�036=-�036�036==.==�036-.-.....-&'i- 1
Jobsite Supply 105
ANCHOR:.";'.INSTA•LAUOH-" '0-ta|BEDMENT' ' •' ANCHORDIll. ., 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 511141/8 (1018)6 (1514)
5/8 1159) 90 (1210) 2-3/4 (03)5-1/8 030.2)7-1/2 .(1903)
3/4 (19.1) 175 0373) 34/4 (816)6-518 (1683)
10 (254.0)
7/8 (212} '250 1339.01 3-3/4 (953)6-1/4 (158.8)
i 8 001.2)
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)8 1203.2)
WS-Carbon orWS.6
Hot-DippedGalvanized
orWW-304 55.
orSWW-31653.
in.92kx00• ai
2= 08
UGHTWEIGHTIONCRETE LOWER FLUTEOF STEELDECKWITHfc =3000 PSI 00.7 MPa) LIGHTWEIGHTCONCRETE FILL
fc= 3000 PSI (20.7 MPa)
TENSION SHEAR TENSION SHEARLbs. (kit) Lbs.(kN) UL (kN) Lbs.(kN)
2,120 (9.41 3,720 (16.5) 1,900 (83) 3,160 ' (14.112,940 (13.1) 4,240 (183) 2,840 02.6) 4.000 (17.8)
3,600 (16.0) 7,040 (313) 3,400 (15.1) 5.380'(23.9)4.720 (21.0) 6,620 09.4) 4.480 119.9) 6,620 (29.4)
6.920 00.8) 4,800 (214) 6,440 (28.6)
6,000 06.7) 9,240 (41.1) 4,720 01.0) 5,500 (243)1960 063) . 9.280 (413) 6,580 (293) 9,140 (4(17)
7,160 013) 12.600 (56.0) 5,840 06.01 8,880 (39.5)8,900 (39.6) 11920 00.8) 7.040 (113)
'ANCHOR 4:··· '.INSTALIATION ·· '-· EMBEDMENT ANCHORDIA TORQUE DEPTH TYPE
In. Imm) FLU,1 (Nm) . In.(mm)
3/8 (93) 25 019) 1-1/2 (38.1)3 061)
in (12.71 55 (74.6) 2-1/4 (512)3 061)4 (101.6)
5/8 (119) 90 (1210) 3 (76.2)5 11210)
3/4 119.11 175 0373) 34/4 (816)5-1/4 (1314)
WS-Carbon orWS-G
Hot-DippedGalvanized
orWW-304 53.
orSWW-316 IS.
Page 4
. · 9-i'i·- -: 8'.;...1.:.:i.. ..•8.. . .:.-, i*1:B :4 .....'. . E: . . 4 '.. ..5. . M.'. :. .... ... . I ,
T.4:' ' '•·2 . ' :444'' -·A#..4••'r;i:": - i'., '" · ,•9'·, '*.1- · ,·· • ",4.....:...i': '.....6....AW:#
24.• •Concide Atidl•ors »»i'AMil:.. '.... ./ I. .fFA: 2... gur, . --*.
. · 0.&........i ., glak.1....:Lifid-L.-14 .. u•*··-4/'L�036.-..11"-,--*·- · ·
flinialli:'Al:.,---I'l.--I-o 'JUMM#Willi.IN'll
LDT Carbon andStainless Steel
with Zinc Plating
iilill-==3., Ir -Vill
- 1 .t'.I..F.:i. 41•i': ..9
Cll=ZP-1,=1""m=•-. -. .: - '. . . I.
EffectiveLength '
-..... . ... --4 - 0-4. ..:.1 7 Jobsite Supply CO.. 11
S8 (619) 295-•100 Phone v-.
4 1 u...:Tz':3,·El:-1 (619) 295,6300 Fax ' ' .,- . : '.'*Lip- 3 . ....... .. '., •, ..'S:. :.. :. . ....•"- ..1....:..21"7-•4.-fi-- --- 2 .'. . .. .' ... '. '.., 3
LARGE DIAMETER TAPCONS
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
coating is available as spedal order.
PARTNUMBERFOR410
STAINLESS STEEL
SlDT-3816
SIDT-3824
SLDT-3830
SlDT-3840
SLDT-1230
SLDT-1240
SLDT-1250
PARTNUMBER
FORCARBONSTEEL
LDT-3816
LDT-3824
lOT-3330
WT-3840
LOT-lBO
lDT-1240
LDT-1250
ANCHORDll
In. (min)
DRILL BITDIA.
In. (mm)
/8 (93) 5/16 (19}
3/8 (95)
3/8 (93)
3/8 (93)
1/2 017)
1/2 (12.7)
1/2 ( 12.71
5/16 0.9)
5116 051
5/16 051
7/16 (11.1)
7/16 (11.1)
7/16 Ill.1)
EFFECTIVELENGTHIn. (mm)
(seedetail on left)
1-3/4 (443)
2-1/2 (633)
3 0611
4 001.0
3 (761)
4 ( 101.61
s (127.0)
�042lhemittlessitultgrswinbegold #colorino:dectodifferentiatethem from thearbon steelandion dkhare ever:
For properselection ofanchor diameters based upon predrilled
holes through base plates and fixtures to be fastened.
Wa l #0[* 11 i l IOID]
MALTHICKNESSOF MATERIAL
TOBErASTENEDIn.(mm)
1/4 (6.4)
1 (25.4)
1-ln Oil )
Mn (613)
1/2 (117)
1-1/2 (38.1)
Mn (633)
QTY/WT QTY/WTPER BOX PER MASTERh CARTON
lbs
50/ 10
50/ 45
50/ 5.0
50/ 63
151 45
25/ 6.0
19 15
400/ 24.0
400/ 34.0
400/ 40.0
400/ 52.0
150/ 27.0
150/ 36.6
150/ 45.6
Cof:• I Ie] F K�042(�0421,1
IDE LENGTHOF'•In. (mm) . , 1 ,
A - 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)
-<AllowableTension andShear Values* (Lbs/kN) in ConcreteLDT Anchors
.CarbonandStainless Steel
o Allowable values are based upon a 4 to 1 safety faaor. (UltimaW4·
Jobsite Supply
11/2<2
B 2 <21n
C 21/2 <3
D 3 <31n
E 31/4< 4
F 4 < 44/2
G 4-1/2<5
H | 5 < 5-1/2
- 't:i;
., 5. I . -'t: •:t
....
3
r
'f �036'.....,�036'..�036,=-�036...........,�036» -.=
106
DESIGN GUIDEU)co.J-.-0X=0.Co n••
HOLE DiAMETERTHROUGH FIXTURE SUGGESTED LDTDIAMETERIn.(mm) In.(mm)
7/16 01.1) 3/8 (93)
1/2 (12.71 3/8 (93)
9/16 (143) 1n (12.7)
5/8 053) 11 (117)
fc=ZOOOP;I (13.8MPa) fc=3000 PSI (20.7 MPa) fc= 4000 PSI 07.6 MPa)ANCHOR EMBEDMENTDIA DEPTH
In. (mm) In. (mm)TENSION SHEAR TENSION SHEAR TENSION SHEARLbs.(kN) Lbs.(kN) Lbs. (kN) Lks.(kN) Lbi (kN) Lbs.(kN)
1-in 08.11 334 (12 527 (2.3) 413 (1.8) 691 0.1) 492 (11) 854 0.8)
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)
3.1/2 (83.9) 1,349 16.O) 828 (3.7) 1,656 (7.4} 842 (3.71 1,963 (8.A 857 (38)
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)
+1/2 (1143) 2.544 (113) 1,846 (8.2) 2.583 (113) 1,992 (83) 2.622 (11.7) 2,138 (93)
3/8 (93)
17 (117)
- * -M .. ........ ...,»' ««- 1�036'.'". ......,«='.'.�036=,t'-.......'.."St«.=« ,-*»i.'.».,«0'.",i, ..." ".,�036"»'...,t'.='t«.,=»«t ...,t...'.'.»'.,-=="�036-.»»,»•
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Multi-Set 11Drop-In Anchors F
* 1 settingtool permasterarton-except forRX-38whichis 1 perbox.
'•* • : Drop'th'Anchors #
..67 9.. 1.
'1.1:, - 7.. :p
4. ...Ar ...,riz..01.. ...i:+ kk ilk - 2 7-. -::fir.f, ,-'.'-A'.
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Jobsite Supply 107
USERF *APPLICATIONN "r -BASE" f' CORROSION DROP-IN PART SETTING BOLISIZE- DRIUBIT THREAD EMBEDMENT QTYAVT QTYAVTTYPE
1---I•-.--MATERIAL : RESISTANCE ANCHOR NUMBER TOOL THREADS SIZE DEPTH MIN. HOLE , PER BOX PER
LEVEL TYPE PART PER INCH In. (mm) In. (mm) DEPTH lbs. MASTER aNNUMBER* In. (mm) lbs
INK/RteSptinkler Poured Low RM RM-14 RT-114 1/4'- 20 3/8 (93) 3/8 (93) 1 (214) 100/ 2.6 1000/ 28
in PlaCe
concrete/ T 1RM-38 RT-138 3/r-16 1n (117) la (117) 1-5/8 (413) SO/ 3.4 500/ 36
RM-12 RT-112 1/2' - 13 5/8 (153) 3/4 (19.1) 2 (501) 50/ 5.8 400/ 49
lightweight RM-58 RT-158 5/8'- 11 7/8 (212) 1 (214) 2- 1/2 1633) 25/ 7.8 125/ 41
fill de(It RM-34 RT-134 3/4'-10 1 (25.4) 1-1/it 01.8) 3-3/16 (81.0) 25/ 113 100/ 49
Hollow-core low RX RX-38 RT)(-138 3/8'- 16 10 ( 12.71 1/2 112.7) 3/4 (19.1) 100/ 33 1000/ 36
pre-cast
0or Post-
tension'
Solid Medium SRM SRM-14. RT-114 1/4'-20 3/8 (93) 3/8 (99 1 (25.4) 100/ 2.7 1000/ 28
concrete 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 (SO.8) 50/ 6.0 400/ 50
SRM-58 RT-158 5/8"- 11 7/8 021) 1 (25.4) 2 -ln (633) 25/ 18.0 125/ 42
1 SRM-34 RT-134 3/4"-10 1 (25.4) 1-1/4 01.8) 3-3/16 (81.0) 25/ 12.0 100/ 50
*1-Concrete Contraaor,
General(ontradotllighway
61"Ir/65.R.r:==P'..i -
e:1900*&i2 021
Solid High SSRIA SSRM-38 RT-138 3/8' -16 1/2 (12.7) 1/2 (12.7) 1 -5/8 (413) 50/ 3.4 500/ 36
concrete 31653. SSIM-12 RT-112 1/2'-13 5/8 (119) 3/4 119.1 ) 2 (50.81 50/ 6.0 400/ 50
Solid low CL<oil a.-12 RT-112 1/2'-6 5/8 (119) 3/4 (19.1) 2 (50.8) 50/ 5.7 400/ 47
concrete Thmaded Cl-34 RT-134 3/4'-43 1 05A) 1-1/4 (318) 3-3/16 (81.0 25/ 113 100/49
T=1
Concreteointingl ·' ·· ' Solid , low ' RL RL-14 RM14 1/4'-20 3/8 (93) 3/8 (93) 1 125.4) 100/ 16. 1000/ 28
Sawing ContractoqMi*'Metal uncrete (w/0 lip) RL-38 RT-138 3/8'-16 1/2 (127) 1/2 (127) 1 -5/8 (413) 50/ 3.4 , 500/ 36
itt-12 RT-112 1/2' - 13 5/8 (153) 3/4 ( 19.11 2 (503) 50/ 5.8 M 49
RL-58 RT-158 5/8;-11 7/8 (22.2) 1 (25.41 2-1/2 (633) 25/ 7.8 125/ 41
RL-34 RT-134 3/4'- 10 1 (214) 1-1/4 (31.8) 3-3/16 (81.0) 25/ 11.9 100/ 49
19--I...../- t
Page 6
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.=!=l (619) ·295*100 Phone '. 11 -«1, 4 1
: ....1.1•.':1'.: .. (619) 295,-.6300 Fax · :4
7- • f- 5. t;.• ,f.*•f. · : 'i:.: • • . . • .....,
Ultimate Shear and Tension Valued(Lbs/kN) in Concrete*
�042Allowable values ate based upen a 4 to l safety faaot Divide by 4 for allowable load Values
RM. RlorCL-Carbon or
SRM-18-8 53. orSSRM-316 Si
- Ultimate Shear andTension Values (Lbs/kN) forRX-38
(3/4"Embedment)*
40OOPSI (27.6 MPa) CONCRETE
TENSION 1 SHEARLbi(kN) Lbs.(kN)
1,987 (81) | 2,901 (119)
' The tabulatedvalusate for i01-38 #Ild•011 trlita• at a minknumd 12 dametm on centerand mi•mum edge eanceof6 diametm for 100 percent and,oremdenc, Spacing and edgeasunce mq be nducedto 6 umeters *acingandl dbmeter edgedistanceplovided 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 .
Anchoring Overhead in 3000 PSI
�036LightweightConcrete On Metal Deck
�042Allowible values are based upon a 4 101 *ty factor. Divide by 4 for anowable load values.
Jobsite Supply
:23-'.•.::/:LJSE:4:42',«9.7.»recd
. · 57*Ot.• ,2 , .' 1(Gapp ....1.51'-ri.f ¤hopla <•4. HaD,& -T Imt'wi'
t..'11• U=,kN
'41 .
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108
Multi-Set 11Drop-in Anchors
BOLT *WANCHOR ' 0 *MIN. EMBEDMENT ANCHORDIA DIA. .•DEPTH TYPE
In. (mm) In. (rnm) In. (mm)
TENSION lb:.(1110f'c = 4000 PSI07.6 MPa) 1
ft = 6000 PSI(41AMPa)
2,360 (10.5)
SHEAR Lbs. (kN)f'c 22000 PSI
(13.8 MPa)fc-2000 PSI
(13.8 MPa)
1.680 17.5) 2,980 (133) 1,080 (48)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) 1 (254) 3-3/16 (81.0)
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)
RM, Rlor CL-Carbon
orSRM-18-8 53.or
SSRM-316 53.
' Allowablevalusarebasedimonaltol gfet¥factoLDMdeb¥4 forallowaWeloadvalues.
;I•i,•r,,•i9,•pr• 4•e.... - .... k · I
Ultimate Shear andTension Values (Lbs/kN) in
: LightweightConcrete*
Multi-Set IlDrop-In Anchors
UGHTWEIGHTCONCRETE LOWER FLUTE OFFEELDECK WITHf'c= 3000 PSI (20.7 MPa) UGHTWEIGHT a NCRETE FIlL
ft = 3000 PSI 20.7 MPa)
TENSION SHEAR TENSION SHEARLbx ON) l.bs.(kN) U•£(kN) LbL {kN)
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)
BOLT 'ANCHOR ' • MINIMUM ANCHORDIA DIA EMBEDMENT TYPE
In. (mm) In. (mm) DEPTHIn.(mm)
R
U•C', t k..-:-,1 O X#
a IttI •0 021
3/8 (93) 1/2 (117) 1-5/8 (39.71
1n OLD 5/8 (15.9) 2 (50.8)
5/8 (15.9) 7/8 (212) 2-1/2 (633)
3/4 09.1 ) 1 (214) 3-3/16 (81.0)
.. ....'.... . *1
liililitic/151933J)13£ r•ilill@: -4& . . . 4. : 2.'
'.
Multi-Set ilDrop-InAnchors
SIZE " ANCHOR EMBEDMENTIn. (mm) DIA. In. (mm)
In. (mm)
HOUOWCORETENSION SHEARLbs.(1:10 lbs. (kit)
3/8 (93} 1n (117) 3/4 (19.1) 1,903 (83} 2,525 (11.2)
R
Multi-Set 11Drop-in Anchors
ANCHOR - ' DRIU HOLE EMBEDMENTDIAMETER In. (mm)In. (mm)
RX-38 Drop-In 12 (12.7) 3/4 (19.1)
300OPSI(20.7 MPa) -ANCRETE
UITIMATETENSION LOAD ALLOWABLEWORKING LOADLbs.(kN) Lbs.(kN)
Upperflute 1,410 (6.3) 353 (1.6)
Lower flute 1,206 (SA) 301 (13)
»-t. . -' »- »..»«t,»,•t,•'•t• ,-»-«».»,.--«t,.»••»t••-&#-%#'--i•.•«,-. »»-»·, -.•-.. ,• ·' ,»•=.-·tl.1 '«: .•' 6·A,,.z.... . -I , · ···.··=».r.====.·, 'r===·. i
Page 7
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D O,0
../ 1 ........ 1- ·».:3 r : I'..' . / :...f·...C.*"..-C·*
-2.ZE'..a i · .-._.
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--..-»«1'1- - Sgeel®Anchors •.. .»1%-31:
-'.«.......- *..�036.
�042, tAverage Ultimate Shear andTension Values (Lbs/kN) for
· WCarbon Steel in Concrete -
loduttlkier«SpactigantIedge distance may be,educed to 6 diameter spadng and 3 diameter edge distance. provided the values Hereduced 50 perant. Lkwar Inte,potationmgy te used forintemlediate spadngland edge distinces.
Jobsite Supply 109
Dynabolt GoldCarbon SteelwithZincPlating
'T - PAKI ANCHOR ANCHOR INSTAUATION er(AVT mf·$11NUMBER DRIU /UNSIR TORQUE PER BOX ' ' PERMASTIR '
DIAMETER 11(mm) Ftlbs.(Nm) h CARTONla.{min) lbs
hex head bolt --4-HB-3820 DG 3/8 (93) 2 (50.8) 35 (473) 50/3.8 250/19
spacersleeve <<I••HB-3830 DG
318 (117)(93) 3 06.11 35 (473) 50/5.1 2.50N6
HB-1236 DG 1n 3-3/4 (953) 60 (81.43 25/5.6 125/28
HB-1246 DG 1n ( 12.71 4-3/4 (120.7) 60 (81.41 25/7.0 125/35
IHB-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
aHB-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 50/28spedatly designed /
expansionsleeve- <HB-3442 OG 3/4 (19.1) 4-1/4. !10&01 150 0015) 5/33 1 25/16
\ 1 HB-3452 DG 3/4 (19.1) 5-1/4 (133.4) 150 (2033) 5/3.9 25/19f
4 HB-3472 DG 3/4 (19.11 7-1/4 (184.21 150 (2031 5/4.6 25/23
expansion cone --4, 1 SHB-3820 DG 3/8 (93) 2 150.81 35 (4731 5082 25On9
W 5118-3830 DG 3/8 (93) 3 17613 35 (473) 50/5.1 250n6
M 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
'
5,737 053}
6,861 003}
9,525 (414J
9,525 (414)
13,661 (60.8j
11661 (60.8)
15,445 (617)
15,445 (68.7)
Wawall#Man baedUBM: · t, 1,:1291aa,&0N0t&146; tew,blelldnita
DynaboltGold •..sleeve Anchors •Iltimate ShearandTensionValues in Masonry Units (Lbs/kN)*
I.-Bg
•ai• 08
ANCHOR DIAZ'"-· "'»JEMBEDMENT©' , 3000 PSI(10.7MPa) 4000 PSI(27.6 MPa) 60001'51(41.4 MPa ) 4000 PSI (27.6 MPa)In. (mm). - ' • ' In. (mml TENSION TENSION TENSION SHEAR
Lbi.(kN) Lbs.(kN) Lbs.(kN) Lbs.(110
1-tn 811) 1,481 (6.6) 1,814 (&1 ) 2,094 (93)
2.1/8 64.0 3,510 (15.6) 4,299 119.1) 4,965 011)
1-5/8 (413) 2.452 (103) 3.342 (143) 1859 (17.2)
2·3/8 GOJ) 5,161 (210) 6,321 128.11 7.299 1323)
2.3/4 (59.8) 6,719 0931 tJ19 066) 9,502 (413)
1.7/8 (47.6) 3,098 (118) 3,794 (163) 4,381 093)
2-3/4 CS.8) 6,237 (27.7) 7,639 04.0) 8,821 (39.2)
3-1/2 (38.9) 9,664 (410 11,836 (52.D 13,667 (60.8)
2-3/8 .043) 4,711 (21.0) 5,782 05.7) 6,676 OlD
3-3/8. 017) 8,761 09.0 10,730 (47.D lU90 (55.1)
44/3 (104.4 12,744 (56.7) 11608 (69.4) 18,023 (80.2)
318 •'•.7931
V2 017)
5/8 (153)
3/4 (19.1)
ANCHOR> 'INSIAUATION »daolf'· - ''- MINIMUM 'ANCHORDIA. 3 ' TORQUE DIA. EMBEDMENT ·TYPE
In.(mm) FL tbL In. (mm) DEPTH In. (mm) (STEEL)(Nm)
LIGHT NEIGHT MEDIUBIWEIGHTHOU01 1 CORE GROUT FILLED HOLlO'VCORE GROUT FILLED
TENSION SHEAR TENSION SHEAR TENSION SHEAR TENSION SHEARLbs.RN) lbs. (kit) Lbs. (kN) Lbs.(kN) Lbs.(kN) tbs.(kN) Lbs.(kN) Lbs.(kN)
3/8 (93) 15 003) 5/16 (73) 1-1/2 011) 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 (11.41Staintess 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 safet9 factor, Di*de b,4 for anowablelud nliles.1 letabulated ¥alus m foraridtorsWd in aminimmof12 diametenon ceme, and * minimum edge distance of b diameters for TXIpercent,
1
Page 8
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HN 1222HN 1230HN 1240HN 5822HN 5830HN 5842HN 5860HN 3424HN 3440HN 3462FS-1411FS-1420FS-1430FS-1440FS-3826FS-3840FS-3850FS-3860TH4420
�042Phill,ps flat head uss a standard 80*- ar counter sink.
(1514)(63.5)
11016)(158.8)08.1)(57.2)(794)
(101 6)(730)
(101.6){127.0)(1514)
(57.2)
i ...
-- - - - :�036.-......7-.....,-
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Jobsite Supply
f. 17 Jobsite'Supply Co. ' 11•R=3.(619)'295-9100 Phone . •'
I '79:•*·(619) 295-6300 Fax • • ••t
1/2 (117)1113 (28.6)11/8 (286)
1/2 1117)14/8 12&6)14/8 086)
1/4 (6.4)7/8 (22.21
13/4 (443)11/8 08.61
, 9/32 . (7.1)hore
100/ 1.9100/ 2.6100/ 3.7100/ 1.6100/ 23100/ 14100/ 4.0100/ 5.950/ 3350/ 4.9151 3325/ 4.025/ 5325/ 63191810/ 1910/ 4310/ 4.75/ 315143
100/ 1.9100/ 17100/ 3.8100/ 4.750/ 3.850/ 5350/ 1650/ 8.0
100/ 15
1000/ 24500/ 36400/40250/ 34200/ 33
- 200/44100/41
1000/ 281000/ 38500/40400/ 44
1000/28
1000/201000/ 271000/381000/171000/241000/351000/41N0147500/36400/40250/34200/33200/44150/38150/46100/41SW1550/2550/3350/44
1000/211000/281000/381000/48 ,
500/40400/44300/4030WAS
1000/25
....2 :,.:.:11 t,1 -:I :,04: - 1:i,L:--11 . tis . :.-hl
.-
1/4'(head dia. .385)
1/4" 1000/201000/281000/38500/41
-1000/50
•144*4*I�042]BER•Fil:41•-
25=
P--Il'..T•t.'.I'•.....'ll-:IF'*.....
110
PART ANCHOR EFFECTIVE :. ' BOLT MIN. MAL '· QTYAVT QIY/WTNUMBER DIA.& ANCHOR ·:•Dll/ EMBEDMENT THICKNESS PER BOX PER
DRIU LENGTH' THREADS In. (mm) OF MATERIAL .11,1. MASTERBIT SlZE In. (mm) .PERINCH TO BE FASTENED CARrON
In. (mm) lbs.
SE'EEC'#86*510119''ilw'"' 'Dynabolt
Carbon Steelwith Zinc Plating
.,,......--�036---
lf- . fil t*,=,App,·t,-1,p,1,1.6•• "'fled'"'ec#14»"'conduit
----f'm• Environment-Interiori· · 1·1 . l#WI (non-cormilve)
•r:r• Level of Corrosion-low
*EffeaiveAnchorlength
re-T1'• _li lA
(FS) CHN ) (RS)
W AN-1405 1/4" 5/8 (15.9) 3/16' n4 1/8 (12R AN-1413 1-3/8 04.9) 3/16' n4 1/4 (6A2 AN-1422 2-1/4 (57.2) 3nt n4 1-1/8 (28.6
HN-1405 1/4 5/8 (15.9) 3/16' n4 1/8 01HN-1413 1-3/8 04.9) 3/16' /24 1/4 (6AHN4422 2-1/4 (57.2) 3/16' n4 1-1/8 (28.6
HN4614 5n6' 1-1/2 08.1) 1/4' /20 1-1/4 01.8) 1/4 (6.4HN.1624 2-1/2 (633) 1/4' /20 1-1/4 01.81 1-1/4 01.8
HN-3317 3'Er 1-7/8 (47.63 5/16• /18 1.1/2 (38.1) 3/8 (93HN-3830 3 (76.23 5/16" nS 14/2 08.11 1-1/2 08.1
1/r 2-1/4 (57.2) 3/8' n6 1-7/8 (47.61 3/8 19.53 (762) 3/8'n6 14/8 W.6} 1-1/8 0&64 (101.6) 3/r n6 1-7/8 (47.6) 2-1/8 (54.0
5/8. 2-1/4 (571) 1/2' n3 2 (50.8) 1/4 (6A3 061) 1/2" 113 2 (508) 1 (25.44-1/4 (108.01 1/2*/13 2 (50.8) 2-1/4 (57.26 1/r /13 2 (50.8) 4 (101.6
314. 2-1/2 5/8' /11 2-1/4 (571) 1/4 (6.44 5/Y /11 2-1/4 (573 1-3/4 (44.564/4 5/8' /11 24/4 (571) 4 1101.6
1/4' 14n 3/16" n4 1-1/8 (23.6) 3/8 (93(head dia. 477) 2-1/4 3/16' /24 1-1/8 (28.6) 1-1/8 (28.6
34/8 3/16" /24 1-1/8 (28.6) 2 (50.84 3/16' n4 1-1/8 (28.6) 2-7/8 (73.0
3/8' 2-7/8 5/16' /18 1-1/2 (38.1) 1-3/8 (34.9(head 6.m) 4 5/16' na 1-1/2 08.1 ) 2-1/2 (633
5 5/le n8 1-1/2 (38.1) 3-1/2 (8835/16" AS 1-1/2 0&1) 44/2 (1143
Mm
B5
I
U, 18j-.-0X= 00 0
li*6
2-1/4 3/16" n4 1-1/8 (28.6) 1.1/8 (18.6)
RS-1411 1-3/8 04.9) 3/16' /24 ' 1-1/8 (28.6) 100/13RS-1420 2 (50.8) 3ne 04 1-1/8 9&61 100/ 17AS-1426 2-7/8 (73.0) 3n6'/24 1-1/8 (28.61 100/ 17
2-5/8 5/16' /18 1-1/2 (38.1) 50/ 33RS-3824 3/84 (66.DIW-1614 5/16" 1-ln (38.11 1/4' /20 14/2 , 08.11 100/ 4.9
1m
PART ANCHOR EFFECTIVE BOLT MIN. MAL eliWI SYINITg NUMBER 011& ANCHOR DIA./ EMBEDMENT THICKNESS PER BOX PER
DRILL LENGTH* THREADS In.(mm) OF MATERIAL lb$. MASTER
a BIT SIZE In. (mm) PERINCH TO BE FASTENED aRTON
= In.(mm) lbs.DynaboltType 304Stainless Steel
Typical Applications-1 ., 36·' •···'' - aaddingand Bridtlies
/ h 4;••-.t.. E
-1 Environment-Slight to
t.,i ......: 1• moduatedegreeofpollution
Level of Corrosion-
L.L...:IMedium
SHN-1413 1/4' 1-3/8 134.9) 3/16' /24 1-1/8 (2&6) 1/4 (63) 100/ 13
SHN-3817 3Ir 1-7/8 (47.61 - 5/16" /18 1-1/2 0&1) 3/8 (93) 50/ 33s SHN.3830 3 1762) 5/16' /18 1-1/2 (311) 1-112 (38.1) 50/ 4.9Z
SHN-1222 1/T 24/4 (57.21 3/r /16 1-7/8 (47.61 3/8 (93) 25/ 33SHN-1230 3 (76.2) 3/8' /16 1-7/8 (47.6) 1-1/8 (286) 25/ 4.0SHN-1240 4 ( 101.61 3/8' /16 1-7/8 (47.6) 2-1/8 (54.0) 25/ 53
SHN-5842 4-1/4 (108.01 1/2' /13 (50.8) 24/4 (571) 10/ 3.95/8' 2
SFS-1420 1/4' 2-1/4 (571) 3/16" /24 1-1/8 (28.Q 1413 08.63 1001 2.703 SFS-1430 3-1/8 09.4) 3/16' n4 1-1/8 088) 3 06.2) 100/ 3.8
9• 953826 3/8' 2-7/8 (7101 5/16" /18 1-10 08.11 1-3/8 04.9) 50/38= SFS-3840. 4 (101.6) 5/16' /18 1-1/2 (38.11 2-1/2 (633) 50/ 53
•• ' SRS-1420 ' 1/4' 2 (50.8) 3/16' /24 14/8 0&6) 7/8 012) 100/ 17
�042flat head usda standard W-Srcoumersink
..=�036....=�036»---==�036===�036.�036=�036==--.%--',.»«�036=====-==�036=«�036.�036-.�036.-=-�036===-===-=�0361
Page 9
..• V". 9--7718ee«.4..�036,r:�036+ .
a\.»Jonsite;;Supply Co. , ,- :. ,•9)-29566160 Phone -f.
T.3 6 .,-11(619)'2�0369•,1.•#Sb8:Fait'. it'- 5'.'1.- ./7•,;31·221Fix_:,13'e.'...*
Al.... '7'' .. -·.·-, -··· 14#.. : .: 4R•:/5.• 2, :I.I.
ft.. R.:.il'7'.-, :v ·· I •-. .
:.'...........;339. %. ...... ...i'."i- *3.--·-4.'. ' '' 4." . '·'- ·.. .· ·· ,�0421;:r.i:."7·:,..i.·
..�042.·-,--,448F--El.6-7· �042·�042 ' ·"'•
Slee«Anchors ' ...... ./
111
.·, 11.
&'.
bi9 \
: Ultimate ShearandTension Valueffn Confrete (Lbs/1{N)*
F?' .
1Uitimate Shear andTension Values in Lightweight
Concrete (Lbs/kN)*
», .l. + �442.
Dynabolt Ksleeve Anchors Ultimate'ShearandTensionValues in Masonry Units (Lbs/kN)*
'e:.2.4/,11-.e7'.1· i ·
,ndle,emdmx14padol and edpedlitate mqbe.*.uc,d to 6 diametus,adn, and 1 #ametet*distitxt Flovided the Wmatenduad50Pment Uns, Int•1:rlon may be tt:td fort•t�036medi:tesixiti,and42i *cel. , ...
1-=S.==I'll' •I'll. ...=-I-..:--,I...="-I.......---.....-Il=.....'.-
Jobsite, Supply
PERFORMANCETABLE
DynaboltSleeve Anchors
ANCHOR ·• s INSTAUAHON"" YfBOLT"f9 ,·'dMINIMUM ANCHORDIA. 'WRQUE' '. , DUL FEMBEDMENT TYPE• •
In. (mm) Ft Lb:. (lim) 'In.(nim) -DEPTHIn. (mm) (STEEU
fc=2000 FSI (131 MPa) f'c= 3000 P:1(20.7MPa) fc= 4000 P: 1 (27.6 MPa)TENSION - SHEAR' TENSION SHEAR ,.. ·TENSION ' , 0,·SHEARlbs.(kN) lb/(kN) Lbs. AN) Lbs.(kit) ibs.(kN) .1.ibs.(kit)
1,200 (53) 1,620 01) 1,600 0.1) 1.620 0.2) ' 2.100 (93) 1.620 17.2)
1,400 (63 2,040 (9.1) 1,920 183) 2,220 (93) 1600 01.6) 2.400 (10.7)
1,620 (12) 2.560 (11.41 2,240 (10.0) 2,800 (115) 3,100 (13.8} 3,010 (133)
2,220 (9.9) 4,000 (17.81 3,140 (14.0) 4,500 (200) 4,400 (19.0 5,000 (2121
3,080 017) 6,440 (28.6) 4,400 (19.6) 7.240 012) 6,120 (271) 8,080 053)
4,200 (18.7) 10,200 (414) 6,060 (27.0) 11,600 (51.6) 8,900 09.6) 13,100 (583)
V4 (6.4) 3.5 ·(4.7) '11210 ' 14/8 (28.6)
Sn6 17.91 8 (10.8) 1/4 . (6.4) 1-1/4 01.8)
3/8 (93) 14 (19.0) 5/16 03) · 1-ln (38.11
10 017) 20 (27.1) 3/8 (93) 1-7/8 (474
5/8 (15.91 48 (65.1) 1/1 (117) 2 (50.8}
3/4 (19.1) 90 (1210) 5/8 (15.9) 2-1/4 (571)
CarbonorStainless
PERFORMANCE TABLE
DynaboltSleeve Anchors
ANCHOR . -INSTAUATION,1 -NBOLT: 4. " e,MINIMUM ANCHORDIA. - '• ' TORQUE'» " 'DIA. 2 :.' EMBEDMENT TYPE
In. (mm) . Ft lb:.(Nm) In.(mm) DEPTH In.(mm) (STEEU
fc=4000 PSI (27.6 MPa) fc=6000 P51(41.4 MPa)TENSION SHEAR TENSION SHEARLbs.(kill l.bs.AN) Lbi (kit) Lbt (kN)
1.080' (4.8) 1,160 (5.2) 1.220 MA) 1,940 18.6)
1,260 (5.61 1,680 0% 1.440 (6.4) 1220 03)
1,620 Um 2,100 (10.2) 1240 (10.0) 2,800 (123)
2.600 (11.61 1920 (17.4) 3,160 (14.1) 4,840 (213)
1240 (14.4) 5.600 Q4.9) UOO (19,1) 1,545 Big)
1640 06.2) 8,640 (38.4) 5,100 (25.8) 11480 (553)
1/4 (6.4) i·.:· 3.5*4.7119 ,'N&10' • • '5148 : ·(2&6)
5/16 (79) ' 8 110.8)' 1/4 44) 1-1/4 01,81
3/8 192 14 (19.0 5/16 93) 1-1/2 (33.1)
1n {117) 25 03.9) ' 3/8 (93) 1-7/8 (47.6)
5/8 (15.9) . 48 .05.1)· 1n (121) 2 ISO.8)
3/4 (19.1).-90,· (1210} 5/8 1153) 2-1/4 (57.2)
02
u) .921-x00• 6/
& 08
Carbonct
Stainless
PERFORMANCETABLE
ANCHOR& ·:INSTAUAnON "':.BOLT'.» Ft.MINIMUM ANCHORDIA. i. 4&TORQUES k DIA.:,. ,. T EMBEDMENT TYPE
In.(mm) 1 klbi. In.(mm) DEPTH In.(mm) (STEEL)(lim)
<sUGHTiVEIGHT z MEDIUI 1 WEIGHTHOLLOWCORE ''i«' :1; . GROUTFILLED HOUO' V CORE- 4 GROUTFIUED
TENSION .SHEAR TENSION SHEAR TENSION SHEAR- TENSION SHEARLbs.RN) Lbs.(kN) Lbi.'(kN) Lbi.(kN) Lb:.(kN) Lbs. (kli) Lbs.(kN) Lbs.(kN)
1/4 16.41 15 ('0) 3/16 (4.81 1-1/8 08.6) Camon 1,120 (10) 1.360 (EO) 1,120 (10) 1.360 (40) 1,120 15.01 1,620 (71) 1.120 (10) 1,360 16.0)Stainless 640 (181 1,620 (71} 640 0.8) 1.620 (7.21 640 {2.81 1,620 (7.2) 640 (18) 1,620 17.2)
3/8 (93) 15 003) Sn6 0.91 1-1/2 (38.11 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 safety factoo DMdeby 4 foraiowa•e load ¥•lues.I,etaWated niue are fuandoisins alled in a minbur of 12 dimetm o centtrand a minh um edge 8un246diametenfor • 30 pexent
ComblnedShearand Tension Loading-for DynaboltAnchors
Allowable loadsforanchors subjeaedto combinedshear#ndtensionforces aredetem,Ined bythe foliowingequation: (F•/Pt) + 0%/Vt ) 51
Ps = Applied tension load Vs =Applied shearload Pt = Allowabletenslon load Vt = Allowable shear load
-.-t-Il'-I-«lillI. .'
Page 10
, I
A Spike Anchdri
3•11•11• 1 *Inssi *,_ *t••al,Drive
AnchorsIlle.6 3,. --- ...Z.4/ · _...IS ·· -·... ·. · -
Elt- =i - - ir- - q 7,1,1�036'Applt�036,i�036=-- 7 1 Bealial boxs,conduit
4 1 • dipx and duawottt
. la I Li
.#5 - 1*--+-- _- J
LIfluT,••RI|£4.94«_I ---- ii3• - -· .-1• p.==.-11-'-1,- ·U•..•·. --. .... •
5 wRidi•-DriveAnchors
4.f:... 1 2 4 f: lieWirelypicalAppliations-kndal cemngA,sus;ended eleatialftxtute, pet:dlrod
r--- ·-........ ... · -· 1
t ! Pipe Hanging
'i.': ..4 - - .4 Typicalr .-, · 35.-'- Appllations-i........,• ' .· •• Rmip,Intletwater
. • 11114 :te,m/g4�042cable tray, eleatical
: , · ·· -.. '. conduits
ii
�03614,4...
Mushroom Head SPIKE®
.
FormingWood attachments toconaete am commonRedi-Drive applications,whetherpermanentortemporary
i
1
55225523552455265528553055315532
5502.550355045506
9Fl,
11I
5508551055115512
11
*
pmNUMBER
RD+034
RD+118
RD4458
RD+200
RD4412
RD+300
pmNUMBER
TD+112
-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-lt1/4' x4•
HEAD DIAIn. (mm)
7/16 01.1)
7116 (11.1)
7/16 111.1}
7n6 (11.11
m6 (11.11
7/16 (11.1)
HEAD SIZE011
In. (mm)
3/16 (41)
:L: . ..... .:-. 1 1 Jobsite Supp/Y CO. •..;
,· .t-:=.I,4 -, 2• ·'••(619):295,6100 Phone - 1 + ,
' • ' ··,·· -. <(2 \11•- , - . (619) 295•300 Fax • •- , •,-. · -# .:-*. .A
,.:*-..../.*-........--- .......
DRIUSIZEIn. (mm)
3/16 (4.8)
3116 (18)
3/16 (4.8)
3/16 (41)
3/16 (4.8)
y16 08)
DRIUSIZEIn. (mm}
3A6 (18)
3/4 09.1)
14/8 08.6)
1-5/8 (413)
2 15(18)
2-ln (615)
3 06.2)
TOTALLENGTHIn.(mm)
2-1/8 (540)
MIN.EMBEDMENT
in.(mm)
11n6 (173)
3/4 09.1)
3/4 (19.1)
3/4 (19.1)
3/4 (19.1)
3/4 {19.1)
· 4#14Fri,, t ..=Sgr•
3/16": . 7/803/16•, : . 7/8'3/16" ··1-1/4'3/16-·' · '1-1/4'3/16*3/16•3/16*3/16*
1-1/4-.11.1/4'.1.1/4•:1-1/4"
1/4 . 7/8'·1/4 101/4 .1-1/4'1/4 1-114'1/4 -1-1/401/4 1-1/4'1/4 1-1/4'1/4 1-114'
100100100100100100 -100100
100100100100
100100100100
T0141.LENGTHIn. (mm)
MIN.EMBEDMENT
in. (mm)
14/4. 01.81
,-=-'.,1 ..... ·" ... · 7 -. .elt
1* / /*141000 1-1/41000 1-1/21000 .la/41000 2'-
1000100010001000
.1000.1000 ·1000500
.1000.10001000·500·
2:·2-1/23.lj241-1/22-1/4..2-1/2344-1/25
,6
MAX. FIXTURETHICKNESSIn. Wim)
ln6 (16)
3/8 (93)
7/8 (22.21
14/4 0181
1·3/4 1443)
M/4 (571)
HEADHUGHTIn. (mm)
5/8 (153):
CLEARANCEHOLESIZEIn.(mm)
1/4 (6.4)
1/4 (6.4)
1/4 (6AJ
1/4 16.4
1/4 [6.4)
1/4 (6.4)
HEADSIZE
9/32' hole .
QTY'WI QTrAAITMRFERBX MASARCARTON
lbs. lbs.
100/1.4
100/15
100/12
100/16
100/31
100/3.7
QYMPER BX
lbs.
100/33
1000/15
100/17
1000/23
1000/25
1000/33
1000/37
ely/wrPER MASTER
CARTONlbs.
, 100•35
1- A.r - . &.7 3'.
..�036.........-
1/
Drill Min. RIM Std. WUI> Size Dia. Embed. • Ctn. 100
5546 13' x 2' 3/8. 1-34' · · 25 . 250 · 7-1/25543 38' x 2-121 · 33", f 1-3/4' · . ' 25 ' . 250 . 95550 3/8' x 3" . ' 3/8' : .1·3/4' 25 · ·250 105551 3/8' x 3-1/2' 19' 1-3/4�042" - 25· 250 115552 3/8• x 4- 3/3' . 1-3/4' 25 250 12
. .5554 - 3/8' x y.i., . 3/8'..: · 1-1'4' 2 .'" 25 250 .185556 3/8· x 6' ·- - '· · 3/8' f 1-3/4* - ' 25 ' 250 205569 · 1/2• x 2-3/4' 1/2' · 2-1/2*,'.,50 200 .185571 1/2'.x 3-1/2' .1/2' 2-1/2" 50 ' 200 225572 1/2�042x 4* . " 1/2' 2-1/2' .':25 · ..150 · 275574, - 1/2�042x5�042.', . 112' 2-1/2�042_ 25 150 315577 .1/2' x 6-1/2• 1/2* 2-1/2' ·•..'25 150 42
. The pub i•hed length is m :asured from belowthe heac to the end of the.anchor.
112 Jobsite Supply
PART INTERNAL DRIUSIZE TOTAL MIN. HEAD INTERNAL QTY/WT urmNUMBER THREADSIZE In. (mm) LENGTH EMBEDMENT HEIGHT : THREADED PERBX PERMASIER
1.0. In. (mm) In, Unm} in. (mm) DIAMEIER (lD. lbs. aRTONIn.(mm) lbs.
PD+112 1/4 -20• 3/16 (4.8) 2-1/8 (54.0) 14/4 01.8) 5/8 (119) 13/32 (103) 100/3.0 180/30
M)&134 3/8-16' 1/4 (6.4) 2-1/2 (633) 1-3/4 (443) 3/4 (19.1) ' 9/16 (143) 100/6.0 1000/61
PART HEADSIZE DRILLSIZE TOTAL MIN. HEAD HEAD SIZE QTY/Wr QIY/WTNUMBER an in.(mm) LENGTH. EMBEDMENT HEIGHT I.D. PERBX PER MASTER
In. (mm) Ill. (mm) In.(mm) in. (mm) lbs. CARTONlbs.
FD+234 7/16 (11.1} 3/16 (41) 2-3/4 (69.9) 3/4 09.1) 11/A N/A 100/33 1000/35
Page 11
u.....
Ct.:. .•ihit,Jobsit63-Upply Col .
1•9) 295,6100 Phohe •- 2,•A •'' ...
< .1.t ..(619).29546300.Fax . .i» ."p·: .33,5-*s·- 5'..
..1-21 71*40&113·j·1.-.--1:.-.-». 1...7-LE£,j::1..
•62.- 4 -- -- -
Redi-Drive Setting Tool
..
-p«»"' * + Spik# Anchors'»
i ------2--,2.2- -0-- 3
[imir,Nwii'.1:irs -
Redi-Drive :Anchoring Overhead in 3000 PSI
Safe worung INds for:Ingle Init,11,tl(n, unda natk loading enditions,hould na ,¤ted 2S% ofthe ultimre apadty.
The Redi-Drive is themost
versatileofallofthese
products.Itcan be used
atalithese embedment
depthsandissuperior in
pull-dutpeAdi*•abtejto
these competitiveanchors.
, -9 ..�036-«5»=�036.-=.»01:'S A ':': •*.:. --':'4 ·. *s·- -.·00. 0 0. · ·00..w.'rs)'•4'....Ob0. . -= . 0 . -- ..'= -.47 .P=4 - -.-tis•
%0.- 1 .0 0 . 'f,·4•,4 2 +204 :.... ° Metol Dedi ' •
':.&.''I.._
t, Installs Redi-Drive anchors in tight and hard to accessareas-easilyand quickly.Just place anchorin rubber"holdingap,•placeagainstworksurfaceandhammerinanchors.
PART DESCRIPTION QTY/WT QTWWTNUMBER PER BOX ' PER MASTER
-5- CARTON
RDST Red•Dtive SettingTool 1/1 in
t btl,Fipe·Dri,eladh
Anchors fLightweight Concrete On Metal Deck lower flut'
·'ANCHOR:91'�254' ' " '·5 · DRIUHOLA- EMBEDMENT 30OOPSI(20.7 MPa) -ONCRETEDIAMETER In. (mm) ULTIMATE TENSION LOAD ALLOWABLEWORKINGLOADIn. (mm) lbs.(kN) Lbs.(kN)
3% Pipe Drive 1/4 0.4) 1-1/2 08.1 ) Upper Aute 1,099 (4.9) 275 (11)
Lowernute 994 (4A) 249 (1.1}
Ultimate Shear andTension Values (Lbs/kN) in Concrete,
Hollow Blockand Grout Filled
Redi-Dtive ·
Red-Form Drive
»..1* .= ="«- ». " ..... I .. . .. .. It= , "= ». -.... , -., "=1
Jobsite Supply 113
Redi-DriveAnchors
'SHANKDIA»-5 »EMBEDMENT«' r-ANCHOR' Iii.(mm) •
4500 P31 (31.0 MPa) CMU (HOLLOW I LOCIO PSI (MPal CMU (GROUT FILLED) PSI (MPa)TENSION SHEAR TENSION SHEAR TENSION SHEARLbs.(kN) Lbs.(kN) Lbs.(kill lbL (kN) Lbs.(kN) Lbs.(kN)
3/4. {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)
lie-Dth'e or1/4' Pipe-Drive 1-1/4 013) 2,372 ( 10.61
3/8• Mpe,Dti,e 1-ln Oil ) 2,090 (93)
Safewotting loads forsingle Insunations understatic loaang conditionsshould notebeed 2556 ofthe ultimate apadly.
2500
2000 -
1500 -
1000 -
500 - t,
0
*3/4" 7/8" 1" 1-1/4"
Embedmentin 4500 psIConcrete
1%50:e ..inotbeht.•MIWIsh/*inelR•*u**M/***k
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Page 12
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3/16" Diameter. 1/4' slotted he(washer head (HWH)1/4' Diameter. 5/16"slottedhexwasherhead(HWH)
A• h Jobsite Supp/y Co.
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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).
TapconStainless Steel Anchors
y16" Diametennphillipsflathead(Pill)1/4' Diameter #3 phillips flat head (PFH)D'kimmwmp
UltimateShearandTensionValues(Lbs/kN) in Concrete
Safe working loadiforsingle installation understatkloading should not exwed 25% of the,imma:e load apadly.The tabulatedultiesart foranchors ittstalled in a minima of 11 diametels on cintaand a minimum edge distance of 10 diameters for 100 percent anchor emdeng.
Jobsite Supply
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PARTNa PARTNO. " PARTNO. 'PARTNO. RECOMMENDED FDITURE BIT BITS FOR BrIS FOR BITS FOR BNSFOR
3nG' 1/4' 3n6" 1/4' TAi'CON LENGTH THICKNESS lENGTH 3/16'TAPCON 1/4'TAPCON 3/16*SDS 1/4' SOS
HEXHEAD HEXHEAD FIAT HEAD FLAT HEAD In. (mm) INCHES In.(mm) PART NO. PARTNa BIT 1;0. BIT NO.
HW3·114 HW+114 m.114 PF+114 1-1/4 01.8) 0'- 1/T 3-in (88.9) 7900814 7901014
HW3·134 HW+134 PF3-134 PF+134 1-3/4 (443) 1/4"- 3/4* 3-1/2 (88.9) 7900814 7901014
HW3·214 HW+214 PB-214 PF+214 2-1/4 (57-2) 3/4' - 1-1/4' +1/2 (1143) 7900818 7901018
HW3·234 HW+234 PF3-234 PF+234 2-3/4 (69.9) 1-1/4'-1-3/4' +1/2 (11431 7900818 7901018
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
HW+334 PF+334 3-3/4 (953} 2-1/4'-2-3/4' 5-1/2 (119.71 7900822 7901022
HW+400 4 (101.6) 2-1/r - r 5-1/2 (139.7) 7900822 7901022
HW+500 PF4300 5 (127.0) 3-1/2'-4' 6-1/2 (165.1) 7901026 7901060
HWHOO PF+600 6 (1514) 4-ln'-5. 7-1/2 (1903) 7901030 790059 7901059
PARTNM PARTNO. RECOMMENDED FIXTURE BIT DRILLBIT
114' 1/4' TAPCON LENGTH THICKNESS LENGTH PART Na
HEXHEAD FLATHEAD In. (mm) INCHES In. (mm)
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..
TapconAnchors
-, f'c=2000 '51(13.8 MPa) f'(=3000 PSI (20.7 MPa) ft= 40OOPS!(27.6 MPal fc =5000151(343 MPa)ANCHOR ' ' MIN.DEPTICOF'DIA EMBEDMENT
In. (mm) In.(mm)TENSION SHEAR TENSION SHEAR TENSION SHEAR TENSION SHEARLbs.(kN) Lbs. (kN) ibs.(kN) Lbs.(kN) Lb• RBQ Lbs.(kit) Lbi.(kN) Lbs.(kN)
1 {25.4) 240 (1.1) 740 03) 320 (lA) 840 (3.7) 400 ( 1.81 840 0.7) 440 (10). · ' 860 (31)
1-1/4 01.8) 440 {20) 780 0.5) 560 (23) 840 0.7) 600 (17) 840 0.7) 640 118) ' 860 (3.81
1-1/2 08.1) 640 (18) 820 0.6) 840 0·7) 860 0.8) 880 (19) 880 03) 920 (4.1) 900 (48)
1-3/4 (443) 760 OA) 920 (4.1) 1,040 (4.63 1,020 (43)' 1,120 (5.0 1,020 (43) 1,240 (531 1,020 (43)
1 (25.4) 520 (23) 1,120 (5.0) 720 0.2) 1,460 (63) 800 (16) 1,560 (63} 920 (4.11 1,660 0.4)
1-1/4 01.8) 840..0.7) 1/80 (5.7) 1,120 (5.0) 1,600 0.1) 1,240 (53) 1,660 OA) 1,400 (61) 1,740 173)
1-ln (38.1) 1,120 (5.0) 1,280 (5.7) 1,520 (6.8) 1,620 01) 1.600 0.1) 1.680 03) 1,680 03) 1,760 (71)
1-3/4 (443) 14320 (53) 1,500 (67) 1,840 (81) 2,140 (93) 2,040 (9.1) 2,160 (9.6) 1240 (10.01 2.200 (9.8)
3/16 (4.81
1/4 (6A)
Page 13
• h':Jobsite.Supply Co. - .,
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Installation
Tool Kit
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Condrive 1000 instailationToel-SPECIFIED FORANCHORAGE 111TO CONCRETEi BRICK OR BLOCK
«Ft.£ /-•'.-' .--•/,.5
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Part No. C1000
(Does not indude drill bit)
The key to Tapcons fast and easy installation is the multi-purpose Condrive
InstallationTooLThe drive sleeve, along with the hex head and phillips
.i,�036sockets provide theinstallerwithtlie Ildbility ner-••rthe complete
1.. t . variety ofTapcon applicationi
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''-�042Fastdiangefromdrilling to driving
S Biminates needtochangeoutchucksandbits
11 Eliminates need for two tools
1-i:r..,LOY
S Special nutdriver is recessed fortorque control
to reduce head breakage
�042Indudes bits forall sizes hex and phillips head
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
thedriving torque to prevent thread stripping
' and head snapping in hard base matedali
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(A) 7901001 Dtill Adapter 1/.06
18) 7901002 Sieve 1/.01
7901003 Black Band 1/.02
7901004 5/32' Ball Bearing 1/.02
(0 7901006 3/16"Socket 1/.04(D) 7901007 1/4"Socket 1/.05
7901008 #2 Phmips bit for]/16* anchor V.107901009 #3 Phillips bit for 1/4'anchor 1/.12
10 7901010 Phillips Socket 1/.447902006 Set SCrew 1/827902008 1/16= Ball Bearing 1/.027902010 1/8' Hex Key 1/.10
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Page 14
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*lus#En"KMET,2E-Z Ancor
PARINUMBER
EZPPLIOO
Zinc E·Z Ancor
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ID]=k[�0421:11:•dI�042]Olkilictcl=*il:1,34:J:(41,1[I:•4[010Al'E-ZAncor Self-Drilling DrywailAnchorsSPECIFIED FOR ANCHORAGE INTO GYPSUM WALLBOARD
Plastic E-Z Ancor
DESCRIPTION
S-Z Ancar:Sclf-D,illing _
Anchor-. '·'
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.
25 Zinc Anchors/25 Screws (#8 - 14/4'sheet metal screw)
E-Z Ancor
MAXIMUM''FirTURE
THI(KNESS
Zamac Hammer-Screw®
1- Anchor Body
Zamac Nailin®
ULTIMATE PULLOUT lBS.GYPSUM BOARD THICKNESS
3/8. 1/r
40 1 50
- 1•Tibwm••-••-1No. 2 Phillips HeadDrive Screw
Mltshroorn Head 0
L Na:,
Fiat Head
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A
100/ 1.6
100/ 0.1
Zamac Hammer-Screw Anchor -
Mushroom Head with No. 2 Phillips Type Screw
OptNNTPER BOX
lbs
ULTIMATE SHEAR LBS.GYPSUMBOARDTHICKNISS
3/r 1 1/2.135 • 150
Mushroom Head Zamac Nailin® - Carbon Steel Nail
'*11R rk2802
:28062803281428202826
-1.i-3/16'x 7/8�042
1/4' x 3/4'' 1/40 x 1'
1/4' x 1.1/4'1/4"x 1-1/2-14'x 2'
Performance Data
·16-····,·.�036.1 �036
3/161/4,1/4'
- 1/4'1/4'1/4*1/4•
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460480580
Tg•-980
1,150
9201,2301,2301,350--1,4001,4001,400
, 3/16'1/4'1/4'1/4•1/4*1/4�042
500600720
-820-960
1.1501.300
- .100. 100 ' -
100100100100
1000 ·1.5001,5001,500-1,5001,5001,500
500500500500500SOO
Jobsite Supply
580640760
-8901,0601.2301,365
Iloi3/41-1/21-3/42-1/4
-2-1:'2.3
·1,0001.SOC)1,500
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QTYANT PERMASTER CARTON
lbs.
1000/17
1000/ 41
Performance Data
Flat Head Zamac Nailin(P - Carbon Steel Nail
- - - 1 ..'.:141" I *1.1 1 .tit'. C1 1 �036�03611,-�036•,«,-..,<,1,4.1• .-• •••I «' | 2838" 1A'.*2'"' · .' '.1/4' . 100- • 500
Mushroom Head Zamac Nailin® -
Type 304 Stainless Steel Nail
moo
EZ25 1/ 0.9 10/10
1
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= .2.V4' x 2-1/4• 1/4= 100 500 3-1/21/4' x 3' 1/4" ' 100 500 4-1/4
.:., "....'."....:....:1/4'. ..·'-5/8" : 675.i, 850 1,800 · 890 1,SOO1/4'- 1•3/4'.t '· 790I .. 920 ' 1,800 1,090 1,8001/4'_ ' 7/StJ 1,060: . 1,190 1,800 1,250 1,8001/4'. 1-1/8• 1,220- 1,350 1,800. 1,450 1,SOO1/4"· 1-3/8'- .1.360 1,540 1,800 1,660 1,8001/4": -1-78"= 1,480 . · 1,600 - 1,800.1,780 1,800
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Page 15
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Bantom Plug
Lag Shield
�042Screwstyle anchor designed for use
with lag bolts.
�042Suitablefor use in concrete and
mortar joints of block or brick walls.
Jobsite Supply
Size
1/4' Short1/4' Long5/16" Short5/16' Long
3/8' Short3/8"Long
1/2' Short1/2' Long5/8' Short5/8"Long3/T Short3/4' Long
DrillDia
318V25/8*7rd7/8*
11/4'
Miscellaneouh:Anchors •I .,2 -
. C#t.No400040204220433044304540
443144414451446145414561
4021403140414121413141414151416142314241425142614331434143514361
Size·1/8'3/16,1/45/163/8.1/20
Size
1/8"x 2"1/8' x 3'18' x 4'
3/16'x 23/16' x3*3/16' x4'3/16"x 5'3/16' x G1/4'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'xv3/8'x 3'3/8'x 4'3'8 ' x 5'3/13'x 6-1/2'x 4"1/2*x 6'
7/8'78'7/807/8,7/5*7/8.7/8,7/8
11/4'11/4'
DnllDIP3/8.3/8'3/8.
1/2'1/2.1/2.1/2.
St,£1BOX100100100505025
StdBox
505050
2502501251252525
250250250250
41,1 -an -AliI•E500 1
1000 21000 3500 7500 725 19
1/21:./////ir,7,I
500 11/4'500 11/2500 2500 31/4500 4500 5500 51/2500 6-1/4500 6-1/2500 71/2500 8-1/2500 9-1/2
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Anchor Sle and Styles • ,& Arichor Sizes
kit••-:siottei•••bWp•••elt-•4.•81 idc••U•r-
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Pipe Spike - Rod Hanging Toggle Bolts
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Tie-Wire Spike - Suspended Ceilings
Cat. Drill Min. Tie-Wire Std. Std. Wt./, No Size Dia. Embed. Hole Size Box an. 100
�042-.' ..1 5:-' --100 - 2
Forming Spike - Concrete Forming
B,i•bili•iliumfifiatmilili•frm//11Cat Drifl Min.No. Size Dia. Embed.
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117
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... ..81..«i. «1 :.
Cat. oritt KIN. 15/6: • ·1#"14%983..1.,7/Imp/iNo. Size Ota. Ddpll,1 ·80* (*1, • , JFIEEfUM
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' 7500 "·'.4-6xl".6' White'' 3/16' 1"'··· 100 1000 1,6. .17505 f 7-9 x 1 ': '-' Red s 7/32" 1'.·' 100 1000 27510 10-12 x 1' .0 Green -1/4': -1"· .i<. 100 : 1000 ··.2,·r,7515 10.12xl-1/4", Green, , 1/49 '14/4' 100-· : 1000 '7520 10-12*'1-1/2': Green .·1/4'. 14/2' 100 •'1000 ·· 4.•fl• .•
7525 ' t 14xl' Ir.i :Blue ' 5/16" 1' - . 100.· "1000'...·52,92t7530 :,14 it 1-1/2" . Bludi, 5/165 :,1-1/28 ·100 «10005' ' 42,
7559 6-8 x 3/4' 3/16" . 3/4' 100 1000 .· 5000.... 1 .."7569 8-10 x 7/8' . 3/16' . .,7/8' · 100 1000 : 5000 :'t .1-1/27579 10-12xl' .' 1/4".·, 1'.4-, ·',100 · 1000:· 350001-: 37589 14-16 x 1-1/2' 5/16' 1-1/2': ,- . 50.. .500 2500 -·' 6 -2%
tCat. Anchor' '#cre*" ®*it. ".••• •-pti-- .' • ·'
' No. Kit No. 11 Size Size,- Il)eatli ·&'.'•I••·',�0421- 5 ·tl·•<
1 =:1. ·Z:,- :&'2'.· 1187:i•1 -'. •=de: 5.11• 32 .8938 -8-12 ' ·'10-12, #12xr .11• ·ti - 100..·'. .-',10 714
Cat. Drill Min. Std. Std. Wt./No. Dia. Embed. .Box Ctn. 100
1051 1/2' 1-" '«, 50e 500 31055 1/2. 1-1/2' ' 50 500. .4
1101 1/2" 1-1/4 ' 50 500 31105 1/2" 1-3/4' 50. 500 4-1/4
1151 5/8" ' 1-3/4" 50 500 6-3/41155 5/8. 2-1/2" 50 250 9-1/2
1201 3/4" 2�042 50 .500 9-1/41205 3/4' 3" 50 200 14-1/4
1251 7/8' 2�042 25 125 131255 7/8. 34/2' 25'125 221301 1" 2�042 25 125 161305 1�042 3-1/2' 25' 100 - 24-1/2
.; .«
5050505050
5,18' 505/8' 505/80 50Sis. 50
25 1325 1425 1625 1825 1625 1825 2025 2325 4225 50
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· 1003758 - 3/8"'· "' 1/4•' ' ' 1-3/4' 50
3756 -3/16 3/16 · 1 1/4�042h· 3/16 5003759 1/4· 1/40 1-1/4�042 &32�042 100 500 2-10
Std Std. Wt./Box Ctn. 100
3795:,3/16'/14/2· 3/16· ···-1-64·t ).100 · 1000· 1'2-1/23796 3/16'xr '3/16· 1-114�042.100 · 1000 33797 3/16'*2·34' 3/16' · 1-1/4�042 100 · 1000 43794 - V4' x 2-3/4�042U�04240 1-1/4' 1.100 1000 5
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Page 16
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'11==53 (619)'295-6100 Phone ..4 .
'-2-\641'c'. (619).295*00 Fax'.,
Mt-:-:=B--b*-r 1/7../..mal,1/1-'ll.j /KIV*W
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Bang-If" Wood=Knocker'MlammnouNF•/..................
Bang-It Concrete Inserts are designed for installation in and
through metal composite deck (i.e. "pan deck") used to
support a newly poured concrete floors or roof slabs. After
pre-drilling the deck and installing, the protective sleeve of
the insert protrudes below the surface of the deck allowing
overhead attachment of steel threaded rod in sizes ranging
from 1/4" to 3/4" in diameter.
:., ..0,1 . I
1*;n•. 4 +F. 1 .'.11'.. :'D -14.- 1NE ..Immlmi Oe- 6 1.- 1•.. •- ... 11.'v ... ·I...
7540 B 1/4• Brown Bang-It�442 13/16" 100 4,000.....................i.7542 2 3/8• Green Bang-It�442 13:16"_- #.- 1.92. .. _J,90•---..... ............
7544 C 1/2" Yellow Bang-lt�442 13/16' 100 4,000
• -Ii:6.--11-5LK.ReiBAng-jIT':- ...-._ 1•16'. .- .. _ .&9»__ • 4491
7548 Il 3/4" Purple Bang-lt�442 1-3/16" 50 2,400
BANG-Ir PERFORMANCE DATA - • ' '
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[ 11 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 i
3/8' Upper 2" 9' 12' 6200 3450
[318' V.#:er ' •2' 9" ' 12" 3250 3450 j
1/2 ' Upper 2" 9' 12' 7150 3450---......1 02 ' Lower . 21 9" .12' 3250 3450 :
5/8' Upper 2" 9" 12' 7750 3450t•r'•--'62 --F' --" 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
Wood-Knocker Concrete Inserts are installed onto wooden
forms used to support a newly poured concrete floor slabs,
roof slabs or walls. When the forms are stripped, the color-
coded flange is easily and visibly embedded in the concrete
surface. The inserts allow the attachment of steel threaded
rod or threaded bolts in sizes ranging from 1/4" to 3/4" in
diameter.
*1< I,1,83i I,IM&1 :1:*I ;1 ;{,1,11Iel i,lil 11 410{le[f•
,/. s .rs '- fe'Y'/-44.fl '15[�0425 .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 200 9•6.1•3
7554 13 1/2' Yellow Wood·Knocker�442 200 9,600-�036.-...�036.....-'.-,-.-I- -I- .. .--'. �036.--...--- -�036....-- .- -,--'.- ... '.' 1556 I. 7 5/8' Red Wood-Knocker�442 150 6.000 1
7558 0 3/4" Purple Wood-Knocker�442 150 6.000
PJACCESSORIES-:-*........
F•.:6- -- *diA£IthT:•57,Ker " ' 1
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
18'i'(•I".Myq"WRI.:14;{d•];lt'iMMA:•17Ah...............Ultimate Tension and Shear loads in Minimum 3,000 psi Ughtweight Conaete
L. -1/4' 2'•4.'--..7-'I
1/2' 2'
15;8' 2'
5/8" 2'
ij)2 .-'-' "2;' -
3/4' 2"
Jobsite Supply
9"
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6 ,.. 4250- 6' . 4250
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Blue Banger Hanger ® lul
�042Patented multi-thread design 0 Mulu-thread design allows -
allows each hanger to accept 2.3 threaded rod size to be changeddiameters ofthreaded rod.Three after the anchor is in the concrete.
sizes of·hangers can handle allapplications, reducing contractorand distributor irwentories.
Wood Form Insert
�042Blue plastic ling acts'as an insert locator when foans are removed.�042Plastic ring creates acountersunk recess to keep internal threads
clean from concrete residue.�042Nails snap off with the swipeofa hammer after the fomis are
removed.�042Multi-thread design: Each insert accepts 2-3 rod diameters.
Tension Loads In*Normal-Weight Concrete
Metal Deck Insert
�0423' 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 alignthreaded rod with the internal threads.
�042Installed height of 2" allows the insert to be used on top of, or between,deck ribs.
�042Compression spring keeps the insert perpendicular to the deck, even if itis bumped or stepped on after installation.
Tension Loads In Light-Weight Concrete Over Metal Deck'... ..«'.'.=..'.... .... «�036.B- »-«'.-." «-I .,A, ... .. ....
1 3/16 -BBMD6275 13/8
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Tension Loads In Light-Weight Concrete
Jobsite Supply
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T•EADED mEWOED MUNL EDGE NINL TENSIO LLOAD TENSIONLOAD• MODEL .=/*./Sm= .*..s==..intROD OULNUMBER DEPTH DISTANCE SPAHL .--�036='..=.=-ill. h hl EL .... .... '*kul'0
( rE,0 (n¥11) Inlr) .M ..�036•0114
. •6---9 .- '. .• - i..-.,, - 7#8
S ' - ·. 2 '' .·: 7'.'; :,4- 8' 6.820 ,··1,705 . ., . --BBWF2550 • -'. • . (5•) ... .i· • ,(17• i., ji;. (203) · ·, • IOO·3) : 0.9 . .,1
..,·.:.t:• • . 2.·· gr #'·:••·•4 9 6 C 3 '2 .. - ' : S
11{READED EMBEDDED IAQNLEDGE -1. lENSIONLOAD TENSON LOADMOOEL FODDLA DEPTH OSTANCE S•aNG ..SED=0...$*H'.114 BASED.51•1151•1•85110
NUMBER h h h 'L .>, *013* 00.. =.*1018An) 0,111 04 I..
-- .- ".-9:0(4.21
2,1050.4)
3.750OEQ
5,875.(26.1).
8,460I 07.6)
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3,8
1/2
578
3/4
1.
38
1/2
3/8
412
5/8
&'8
- J4
21034 {94) r
3700 .(16.7) I
2105(•A)
3,750(16.7)
5,875961)
5,875(26.1)8.460 :07.61
2.' 7 8 4.220 1.07001) ' 078) 903 0901 14.8)
2 7' 8 4.400 --1,100(51) ·(170 (203) 09.6) '.0.0
BBWF2550
BBWF6275
2 7 8 7,360 1,840(51) · - (178) (203) (32.7) (8.2)
. ..... S '.2 . . I. 12 .' 7 · ·•' •.1 8 :cr' · 7.420 · ' 1.855
. 1511 •t'.31, .:11,;2031'. • .0'.0, -.. 18.31
BBW3762
BBWF6275
TENSION LOAD lENSIONLOAD TENSION LOADMODEL
DRILLBIT THREADED EMBEDDED MINLEDGE MINIMUM SASEDONCONCREIESTRENGN ao,SED(NO,Ommomm .AcEDolinwasm:*THDIA ROD DIA DEPTH DISTANCE SPACING (hs"i'*1�03601nAe M(#:Lo. Fkt.) A3107 0% SAE 1018NUMBER in m in m in fc >=3*300 0171.lpa) fc >= 3,[lou psi 01714*
Aa..#e Ak,�036abi.1-Dad(mm) (mm) 01¥n) = t# = :*"4 E)&-
..114 '
13/16BBM02550 78 ,· 3/8
2 71/2 8 9,320 2,330 5,740 1,435(51) 091) (203} (41.51 00.4) 95.5) (6.4)
1/2
M21056.41
3750(<6.712105*.413750(f6.7)5 875(•6.1)5875(16.1)846007.6)
2 71/2 8 10.540 2.635 5,880 1,470(51) (191) (203) (46.9) (11.7) (26.2) (6.5)
2 71/2 8 12,360 3,090 6,060 1.515(51) 091) (203) (55.0) (13.7) (27.0) {6.7)
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Page 18
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9&3 (619)'295:6100 Phone .'f, •,'.:
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A7 .Average Ultimate Tension andShear Loadsi•.3
Acrylic Adhesive .for.Threaded Rod installed in SolidConcrete
1 Allowablewoil:ngloads forthe single installatons under staocloading should notexcred 25% Capadty ortheallowable load o the andicriot2 U:timate load valve, In 2000 and 4000 Fst stone aggregate concrete. U:tlmate loads :re Indkated for tN embedmentshown In tne Embedment InConcrete column. Performan(e ntues am based on the use ofhlgh strengththreaded rod
(ASTMA193 6t Bll.lhe ust oflower st•th mdiMII<em!: In bwer ultimate temton andshearteadl1 Ilnearinte,platknmi,btui:dI,i•,=1:dRat•spdng:1•edged!,tanas
M �036»==t»'"249.,9»« » ='." /�036-,»'..
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../41,5-3.·4# 9
...,=. I
m'N'irmil:'/Bng/Z' 1,1,1ift/"Ftilili
THREADED'; • ' DRILL HOLE'ROD DIA. DIAMETERIn.(mm) In.(mm)
3/8 (93) 7/16 . (11.1)
11
PART NUMBER ', DESCRIPTION BOXQTY PARTNUMBERt.· 1 . . · 'DESCRIPTION BOX QTY
imisthedd#en:*We=Idge-st.Wee) tod«nse
*-A102 Hand DIspemerforA7-28 CarvidgeIC'-rA7-28 1
07.:1 A:00
Pneumauc DispenserforA/-23 Cartridge 1
28 Ruid Ounce (att1idgeA7 8
4.* 0 ASO,lazzianthtl,3/rheA:,&*conbehoknoito....'- ktaeOSeitowkfA;19erhoks009•%A50 Mixing Nonle fHA743 Cantidge 24
1000 PSI (13.8& Pa) CONCRETE 4000 PSI (17.6 W Pal CONCRETE,» 'UlnMATETENSION ULTIMATESHEAR ULTIMATE TENSION - 3 ULnMATESHEAR
Lbs.(kN) Lbs.(kN) Lbl (kIO . - -166(130
» r'· SETTING EMBEDMENTTORQUE IN CONCRETE
Ft.·Lbs.(Nm) In. (mm)
13-18 (17-24) 1-1/2 08.1) 3,734 116.61 ' 4,126 (183),:3:3.8 (85.7) 5,8• (•) 5,2• 8;.•• 10,911 .(48.81 5,220 ,03%
4-ln (1143) 7,729 (34.41 5,220 (133) 11,661 (51.91 .5,220 (232)
1/2 OLD 9/16 (143) 21-a (29.33) 2 (50.8) -6,022 06.8) 8,029, 05.7)
4-1/2 (1143) 10,793 (488) 8,029 05.73 17,162 063) 8,029 (35.7)6 (1514) 14,210 (63.2) 8,029 (35.71 17,372 073) 8,029 017)
5/8 019) 11/16 073) 55-80 0+108) Mn (633) 7,330 01.6). 11,256 - (50.1)or 5-5/8 042.9) 16,417 03.0) 15,967 171.0 26,504 · (1179} ·15,967 .·' (71.0
3M (19.1) 7-ln (190.5) 18,747 (83.41 15,967 (71.0) 29,381 ' ' ·(130.7) 15.967_.· (71.0
3/4 (19.1) 13/16 (20.6) 106-160 (143-216) ·. 3 gEl 8,634 03.4) · 20,126 (893)or &3/4 11713) 18,618 (82.81 20,126 (893) 29,n7 '(132.21 20,126 �036,(893)
7/8 02.21 9 (228.6) 23,934 (1063) 20,126 (893) 37,728 .•. (167.81 .20,126 . (893)
7/8 (212) 15/16 (218) 185 - 250 (250·338) 3.ln (88.9) 13,650 · (60.71 20,920 ' ·' (919)or- 7-7/8 (200.01 29,866 (1323) 44,915 (199.81 29,866 (1329)
1 (214) 10-ln (266.7) 36,881 (164.1) 29.866 (132.91 48,321 1215.01 29.866 (1319)
1 05.4) 14/16 07.0) 276 - 330 07+447) 4 (101.6) 16,266 012) 33,152 11473)Or 9 (228.6) 32,215 (1433) 37.538 1167.0) 43,209 0145) 37.538 (167.0
1-1/8 (28.6) 12 004.8) 46,064 (1433) 37,538 1167.0) 63,950 (2843) 37,538 (167.0)
14/4 01.8) 1-5/16 033) 370-660 (501494) 5 (127.0) 21,838 197.11 33,152 (1473)Or 114/4 085.8) 45,962 (2043) 58,412 1259.8) . 56,715.t. · (2523) 58,4J2 (2598)
1-3/8 - ' 04.9) 15 " 081.0). 62,203 0763) 58.412 059.8) 84,385 '0714) 58.412 . '(2591)
1;14:1•li•ibll•ruiv,)6"»»i_'---
f*llowableTension Loads' forThreaded Rod
- - •nstalled in SolidConcrete
AISI 304 SSLbs.(kN)
3,995 't -(17.8)3,995 - (17.8)3.995 (17.8)7,155 ' 01.8)7,155 013)7,155 (31.8)
11,250 ' ISOO)
*11,250 (50.0)11.250 (50.0)14,860 (66.1)14,860 (66.1)14,860 (66.1)20,835 (92.7)20,835 (92 D20,834 (92.7)26,560 (118.1)26,560 (11&1126,560 (11&1)34,670 (1541)34,670 1154.2134,670 (154.2}
1 Uselowervall:eofehhel boodorsteelstrengthfor illmabletensiletwi
14
THREADED DRILL HOLE • MIN EMBEDMENTROD DIA. DIAMETER DEPTHIn (mm) In (mm) In (mm)
ALLOWABLETENSION LOADBASED AUOWABLETENSION LOADBASEDONADHESWEBONDSTRENGTH ONSTEELSTRENGTH
2000 PSI 03 8 MPa) 4000 PSI (27 6 MPa) ASTM A307 ASTM A193 GIL 87CONCRErE CONCRETE (SAE 1018) (SAE 4140)Lbs.(kN) lbs. (kN) Lbs. (kN) Lbs. (kN)
3/8 (93) m6 011) 11/2 08.1 ) 934 (41) 2,030 (93) 4,340 (193)33/8 (857) 1460 (63) 2,740 (121) 2,080 (93) 4340 093)4-1/2 (114.3) 1930 (8.6) 2 915 (110) 1080 (93} 4,340 0931
1/2 (117) 9/16 (143) 2 (508) 1,505 (En 3730 (16.6) . 7,780 - 04 04-ln (1143) 1700 (110) 4,290 (1911 3730 (16.9 7,780 , 04 06 (1524) 3,550 (15.8} 4,340 (193) 3 BO (166) 7,780 (1461
5/8 (159) 11/16 (173) 21/2 (633) 1,832 (81) 5,870 (261} 12,210 (544}or 55/8 (1419) 4100 (183) 6625 (293) 5,870 (261} 12,230 (544)
3/4 (191) 7 1n (1903) 4685 (20.8) 7,345 Oln 5,870 061) 11230 (544)
3/4 (191) 13/16 006) 3 0611 2,158 (96) 8,490 (37.8) 17,690 0&7)or 6-3/4 (171.5) 4655 (207) 7,430 031) 8,490 078) 17,690 08.D
7/8 (221) 9 (2286) 5980 (26.6) 9,430 (42.0), 8.490 071) 17,690 08.7)
7/8 (22.2) 15/16 (23.8) 31n (88.9) 3413 (15.21 11,600 (516) 21510 (1133)Of 77/8 000.0) 11,230 (493) 11.600 (51.6) 25,510 (1133)
1 (25 4) 10-1/2 (266 n 9220 (410) 12.080 (517) 11,600 (51.6) 25.510 (1133)
1 (254) 1 1/16 (270) 4 (1016) 4.067 (18.1) 15180 (673) 31620 (140.7)or 9 (228.6) 8,050 05.8) 12,050 (53.6) 15 180 (673) 31,620 (1407)
1 1/8 (286) 12 (304.81 11 515 (512) 15,985 011) 15 180 (673) 31,620 (140.7)
1 1/4 01.8) 15/16 03.3) 5 0270) 5460 (243) 23,SOO (105.9) 49,580 (220.61or 111/4 (285.8) 11490 (511) 14,175 (631) 23,800 (1053) 49,580 (220.6)
1 3/8 (349) 15 081.0) 11550 (692) 21,095 (93.8) 23800 (1059) 49,580 (220.6)
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Page 19
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FSpecidlplugsmakeoverheadinstallationsidsier,Hole Plugs . centersrodinhole,andkeepsadhesiveoffthreads
.·-' "»' '#.3.9,
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9
Brushes
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RODDIAMETER
HOLEDIAMETER
PART# QTY/BAG
Properholecleaningusinga brush isessential to
achieveoptimumperforman«,..�036,'
SIZEDIA. DESCRIPTION
r Nyton Blush
4. Nylon Bnsh
m N)'lonBrush
4* Nylon Blush
vr Nyton Btush
8. Wire Brush
Mre Brush
Wire Brush
Wire Brush
Wire Bnish
'' ·PART#
8100
8114
8112
BW·038
BW·012
87-058
SW"034
BW·010
·44/huOR:.
8012
8034 1
1
PlaStiC AttachestoAdhesive Systemnozzles fordeep hole
ExtensionTubing »installations
.- -'R.
«,
Blow-outBulb
='/ h.-
Tool
Repair Parts
4:,li
Jobsite Supply
DESCRIPTION
25·Foot Roll Tubing02int.0.x.38 in.all)
10-Foot StraightTubing(39 In ID. x A3 in- (1[1)
DESCRIPTION
Blow-outBulb
DESCRIPTION
Rubber Piston PadsforE101 Hand Dispenm
Plastic Fiston Rod forE400 Hind Dispenser
PART#
PART#
PART#
QIY/BAG
QTY/BAG
QTY/BAG
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10* 9nS' [012 25
SIA 314* E058 20
314: 18 E034 20
.7/8' 1. E078 10
1* 1-1/84 E010 10
1-1/4' 1-3/8" E114 10
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Page 20
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Set - High Strength Epoxy
Uses
�042Threadedrod anchoring.
�042Rebardowelling.
�042Bondinghardened concrete to hardened concrete.
�042Pickproof sealant around doors, windows, and fixtures.
Codes
�042ICC/ICBOER-5279; City of LA RR25279.
Tension Loads for-Threaded Rod Anchors In Normal-Weight Concrete
Shear Loads for Threaded Rod Anchors in Normal·Weight Concrete
3/8(9.5)
13/4(44)
1/2 31/2(89)41R(114)218
1.1114)-41/4
.. ... .UB)......6.
C 1,1121/2(64)
3/4 5(127)938(238)338
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258(67)
51/4 51/4(133) (133)
51/4(133)3114
-(531-633 633(162) 1/B21
:-633i (162:
33/4(95)
71/2 71R(191) ( 1911
71/2(191)
1 51A 1LigP·.. i
10 18 . 1 101/8 i1257) 1_.12371_ .;
; 101/3 4. (257, ,
l'c>. 26SJ psi (13.S epa) Cor,:
Ullintato i St:i. De: . I1'.s. tkN; 1 Its. (,1,1
4,573 317(20.3) (1.4)6,935 965(30.8) (4.3)
rt'i,J,:Alk1�042':(110
1,145(5.1)1,735fl.7j1,735•77)1,754;7 51
2.730...'.12.../--
2,783i;.4 13,605(16.0)4,875(21.7)4,875(21.7)5.25i,3 £)6,310
. ty.:. '1-.
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A193 GR 87(SAE 41451
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3,1/2 .5 1/4 14r·' 10.ZOO 119 2,550 10,280 97 2,570(89) (1331 (356)- · (45.4) (0.51 (113) its.h (0.41 (11A)
4 1/2. 6 '3/4.-.18 10.613 . 84 2,655 10,613 2,655(114) · ,- (171). (45n ·· ·· f47.21 - (0.41 (11.8) 072> (11.81Z 1/3 3 3/16 8 17 7,210 1,163 1,835 7,216 1,/::5
il ....Q/,L. _.151L_ ...12.162 ...132:11- _(53.1 . .(IL:'·.1.-.. _07.1), t"O;4 1/4 - 6 3/8 17 17.7(0 633 4.425 16 401 - -74"---4;2•
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3 3/4 , 5 5/8 15 4,190 4.875(951 - (143) 1381 ) (18.61 (21.7)5
-71/2 20 6,580 8,0503/4 (127) .(191) (508) (29.7) (35.8)
73/16 10.7/8 28 3/4 7,515 8,2001163•' - (2761 (730) (33.41 ( 36.519 3/8 14 1/8 37 1/2 33,402 ; 1,198 8,350 33402 8.350
i (238) (359) (953) , -(148.61 (5.3) . (37.1) (148.6) (37.113 3;3 5 1nb 13 1/2 15.456 7..,:21 3.25'i 1 15.25; 3.: 55ISE- _PHL I.3418 ,•.lA• g.7, _ - 1..... : C.:1 .-flha.5 int. i 5.·8 :·f iD- -- --,---- 7.2
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2.105 4,535 3.630(9.4) (20.2) (16.1)
3/81/2(95)
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5/3(15.9)
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26700 1121 32,200 964(1188) (50) n4321 (4.3)
5,875 12,660 10,120(26.1) (56.3) (410)
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Dia. ' Dia. Deo:h i Edge - S23tingin. 13, in. 031. Dist.
(Inm) Imm) fl•. 1.1.imm) Imml
1,085 2,340 1,870(4.8) (10.4) (8.3)
7,001 437(31.14, · 11 9,11,11E 1.SEJEWL_--JL,' .
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11,939 · ' 4,161 3'.*.0la.61 1 41.85, (14.61 ·
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14,427 826(64.2) (3.7)19.501 1,027(86.7) (4.6)
3,025 6,520 5,220 ·'(13.5) (29.0} (23.2)
21,1:'0 ' 9121f •-21 . .__ti·n.- -
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Page 21
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Trakfast
�042Length:17"
�042Height:15-1/2"
�042Weight:9.25 lbs.
�042MaximumCapacity: 42 pins
�042Maximumcycles/second: 2
�042Fuelcell: 1000 shots
�042Battery(charged): 3000 shots
M150
�042One-stepfastening to concrete,
block and steel. The M150
was developed for speed.
�042Fasteningsystem holds fast at
speeds that reduce installation
costs up to 75%.
�042Quieterthan conventional
fastening systems allowing you to
work in tenant occupied buildings.
R150
�042Speed:3 to 5 times faster than any other tool, 42-pin magazine
reduces loading time.
�042EasyTo Use: Tool automatically resets piston, no recoil, tool absorbs
shock resulting in less operator fatigue.
�042NoLicensing Required: Unlike powder-actuated tools.
�042NoChanging Loads: Trakfast uses a fuel cell, not a load. No need to
inventory different colored loads.
�042NarrowNose and Profile: Allows tool to reach inside deep leg track
(1-5/8" wide x 2" high).
�042Useall day long with less �042Fuelcell replaces conventional
fatigue, on you and the tool. powder loads and drives more
�042Combustiontechnology provides the than 800 pins.
power to help you work smarter, �042Magneticnosepiece ensures pin
not harder. alignment and guidance.
�042Durablelightweight tool for long tool �042Speciallyengineered pins hold up
life and less operator fatigue. to 950 pounds per pin.
�042Nolicensing required use it out �042One-steptrigger with low recoil.
of the box.
�042Crossingover from powder to gas. �042Interchangeablenosepiece is able to
�042Reducedinstallation time and shoot a variety of fasteners, including
operator fatigue compared to a the new "hybrid pins".
muzzle loaded powder tool. �042Magneticnosepiece for mechanical
�042CrossOvertechnology allows users pins and accessories.
to change out nosepieces to accom- �042Onefuel cell replaces conventional
modate any fastening need; metal- powder loads, drives over 1000 pins.
to-concrete, hard concrete or steel, �042Sets the standard for single-shot
pan deck, block and more. applications.
Viper
�0425 times faster than traditional
drill and anchormethods.�042Reduced installation costs,
up to 75%.
�042Quiet enough to work in tenant
occupied buildings.
�04227caliber: 10-strip loads: �042AutomatitcLoad Adavnce: Load is advanced consistently each time fired.
3 (Green), 4 (Yellow), 5 (Red) �042AutomaticPiston Return: No time spent manually resetting or cycling the tool
�042Weight:4.5 pounds allows you to work faster.
�042PinCapacity (Ceiling Clips): 1-1/4" �042OverdriveProtection: Heavy duty buffer system prevents front end
�042Length:17 inches damage caused by piston overdrive, especially through sprayed-on insulation.
�0425year warranty �042SimplifiedBarrel Retention Collar: Newly engineered barrel has fewer parts
and the collar simply screws into position.
�042StableSteel 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.
�042UsesExisitng Viper Pole System: The newly engineered tool works with the
existing family of durable Ramset poles.
D60
�042.25caliber, 10-shot disc loads,
2 (Brown), 3 (Green), 4 (Yellow)
�042Weight4.9 pounds
�042Length:12-1/2 inches
�042MuzzleBushing O.D.: 3/4"
�042PinCapacity: 2-3/8"
(24/2"-w/washer)
�042Quickpower adjustment, gives eight levels of power with only one
load level for a variety of applications.
�042Ruggedpolyamide housing reduces heat transfer and maximizes
operator comfort.
�042Soft,recoil-absorbing handle for increased operator comfort.
�042Discsystem eliminates wasted loads and dollars.
-5 year warranty.
Jobsite Supply
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Page 22
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1,1 t:..... :.1. -'. · ·•(619) 295-6100.Phone -:
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..·.•�442......,--rt�042-•·.-.�042-_.·' 4 ..1.-.-1/ 1.-_r.�036-�042�042· -�042�042
�042.25caliber, 10-shot disc loads,
2 (Brown) 3 (Green),
4 (Yellow), 5 (Red).
�042Weight:4-1/2 pounds.
�042Height7-1/2 inches.
�042Length:15 inches.
�042MuzzleBushing O.D.: 5/8"
�042PinCapacity: 2"
(2-1/2" with washer).
Autofast
�042.25caliber, 10-shot disc loads,
2 (Brown) 3 (Green),
4 (Yellow), 5 (Red).
�042Weight5 pounds.
�042Height:17-1/2 inches.
�042Length:7-1/2 inches.
�042MuzzleBushing O.D.: 3/4"
�042PinCapacity: 2-1/2"
(3" with washer).
1,11-4 CobraZER. 01....
1•'•12 q"•. - 11.£)'=1:31:t:=unds. - 1 , .•f•/ .Muzzle Bushing O.D.: 9/16"
01%% ' 4,V
e..,...9
2•J.1
7*.7
�042Uses27 caliber 10 shot strip
loads 3 (Green) 4 (Yellow) 5 (Red).
�042PinCapacity: 2-1/2"
(3" w/washer).
�042.22caliber, single-shot loads:
�0421(Gray), 2 (Brown), 3 (Green),
4 (Yellow).
�042Weight:4.3 pounds
�042Length:13-1/2 inches
�042MuzzleBushing O.D.: 5/8"
�042PinCapacity: 1-1/2"
RT400
�042Mostdurable, powerful powder too, designed for high-production use in
steel and concrete.
�042Heavy-dutybuffer system, prevents front-end tool damage for
longer tool life.
�042Weeklycleaning, not daily cleaning, saves time and reduces costs.
�042Quieterthan standard powder tool, allows you to work in
occupied buildings.
�042DiscSystem eliminates wasted loads and dollars.�0425year warranty.
�04233%faster than semi-automatic tools, saves time and labor costs.
�04233%faster than semi-automatic tools, higher production rates.
�042Nocycling necessary, less wasted motion.
�042Dramaticallyless recoil, comfortable to operate.
�042Exceptionallyquiet, great for tenant occupied buildings.
�042RamsetDisc Technology, eliminates 10-20% of load waste, loads only
advance after firing.�0425year warranty.
�042Semi-automatic.27-caliber tool, uses strip loads.
�042Paddedrecoil-absorbing handle, for greater operator comfort.
�042Fastensup to 3" standard Ramset drive pins and threaded studs,
ideal for general construction applications.
�042Fullone-year warranty.
�042Ruggedmetal housing, holds up for years.
�042Lowrecoil, reduces operator fatigue on large jobs.
�042Rubbercushion grip,for maximum operator comfort.
�042Onlytwo moving parts to clean for easy maintenance; saves time.
�042Narrow 5/8" muzzle bushing for easy access in tight fastening areas.
�042Automaticcartridge ejection system, increases operator
speed and productivity.
�042Simpleto clean, saves on labor costs.
�042Fullyautomatic, powder �042Poweradjust leverl allows user to dial down one full load.
actuated tool. �042Ruggedsoft grip handle.
�042Comeswith a magazine designed �042New"Softrigger" two finger design.
to consistantly shoot ten pin strips �042Springreturn front end means no manual resetting of the piston.
without fail. �042Newintegrated anti-overdrive buffer to prevent expensive shear clip,
�042Handlesthe toughest applications. base plate, and guide front-end repairs.
�042Switchfrom magazine to single �042Narrowsingle shot nose designed for those tight spaces.
shot in seconds. �042FlexibleMagazine can maneuver 360° and lock in any position.
Jobsite Supply
11,1*111 -2 · f
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Page 23
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POWERLOADS
Ramset Loads For Low Velocity Tools
TOOL · n�042RT mme CALIBER/MODEL, •MBER COLOR TYPE PACKAGING
D60/D604 045/D45A. 2D60
and AutoFast.
D45/D45A and
AutoFast
721,4170,M70
SA270, Cobra
andViper
MD380
L1600
5D45 5
22CW 2
32CW 3
42CW 4
31•527 3
4RS27 4
511527 5
5RU7 5
6RU7 6
L674 4
L675 5
Ramset Loads For Hilti Tools
, •ELDX-35
2 Brown
3 Green
4 Yellow
•UWBER ILTF COLOR3RS25 3
- - 4RS25 4511525 5
t. DX-350, DX-351 3RS27 3
-DX-36M 4RS27 4
DX-350, DX-351 5RS27 5
DX-36M, DX-451DX-451 ' 6RS27 6
DX-600N
DXE37, DXE72
SRL/7 5
6RL27 6
2207 2
32CW 3
.2Sand.27aliberstripsaVallable in1000pack
·1000·Pa/toosolps/Bat
Hmrls,.Rgistetedt,ademad:0110:1,Co,B
Red
Fu*eBrown
Green
Red
Brown
Green
Yellow
Green
Yellow
Red
Red
Purple
Yellow
Red
Green
Yellow
Red
Green
Yellow
Red
.25 DiscalllOdisc
.25 Disc 10 discs/box15 Disc
15 Disc 10 discs/box
.22 Single
12 Single all 100/box
.22 Single
.11SU\p all 10 strip17 Stlip 10 strips/box.27 Strip
11Single all100lbox17 Single
12 Single
12 Singleall 100/box
CAUBER/TYPE
.25 Strip
15 Strip
.25 Strip
11swp
17 Strip
17Suip
PACKAGING
all 10 sttip10 strips/box
a1110 strip
10 strips/box
21110Suip
10 strips/box
purple .27 Strip all 10 strip
10 strips/box
a11100/box.27 Single
17 Single
.22 Single
.22 Singlea11100/box
Jobsite Supply
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r. 0 • Rl27Series
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Page 24
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Concrete - Allowable Working Values
PARTNUMBERSERIES
SHANK MINIMUMDIAMETER PENETRATIONIN. (mm) IN. (mm)
1500n600 0.145(3.7) 3/4(19.1 )
Series 1 (25A)
1-1/4(31.8)
1-1/2 (38.1)
SP 0.150 (3.8) 3/4 (19.1)
SP 0.150/.180 1 (25A)
Se•es (3.8/4.6) 1-1/4(31.8)
14/2 (38.1)
3300 0.180 (4.6) 1 (25A)
Series 14/4(31.8)
1-ln (38.1)
1900 0.145 (3.7) 3/4 (19.1)
9100 0.205 (5.2) 1 (25.4)
Stud 1-1/4 (31.8)
Black Pins
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INSTAUED INSTONEAGGREGATECONCRETECONCRETECOMPRESSIVESTRENGTHP51(MPa)
2000 PSI(13.8MPa)TENSION SHEARLbs.IkN) Lbs.(kN)
50 (012) 66 (0.29)
152 (0.67) 166 (0.74)
159 (0.70) 265 (1.18)
154 (0.68) 340 (1.15)
154 (.068) 200 (.089)
207 (0.92) BO (1.02)
196 (0.87) 100 (0.44)
241 (1.07) 329 (1.46)
254 (1.13) 379 (1.68)
105 (.047) 71 (0.32)
187 (0.83) 212 (0.94)
262 (1.16) 304 (135)
(19.1)
(25.4)
4000MI07.6MN)TENSION SHEARLbs.(kN) Lbs.(kN)
100 (0.44) 104 (0.46)
157 (0.70) 182 (0.81)
179 (0.80) 267 (1.19)
209 (0.93) 342 (132)
150 (0.67) 105 (.047)
243 (1:08) 175 (0.78)
298 (1.32) 218 (0.97)
384 (1.71) 391 (1.74)
255 (1.13) 284 (1.26)
294(131 ) 373 (1.66)
419 (1.86) 501 (2.23)
101 (OA5) 99 (.044)
186 (0.83) 303 (135)
335 (lA9) 400 (1.78)
FASTENERS
Pins
6000 PSI(41AMPa)TENSION SHEARU,5.(kN) Lbs.(kit)
81 (036) 82 (037)
189 (.084) 210 (.093)
213 (.095) 305 (136)
239 (1.06) 594 (2.64)
The special black coating improves pin penetration into difficult base ITW Ramset/Red Head powder actuated fasteners are specifally fabricated
material (i.e. hard concrete). Black coating is offered on all fasteners to meet the exacting requirements of toughness and durability that enable
maufactured for the attachment of drywall track and channel to them to penetrate dense concrete and structural quality steel.
concrete and steel.
BlackTrack Pins 30Oheaddiameterdrivepins
DESIGNED FOR USE IN CONCRETEAND STRUCTURALSTEELAPPLICATIONS. AVAILABLE IN 100-PACK OF 1000.PACK
MIBER WANK LE•11 m li•
1503KBC 1/2 Knuied (12.7)
1506BC 3/4
1508BC 1
Shank diameter =.145
Drive Pins · 300headdiameterdrivepins
DESIGNED FOR USE IN CONCRETE AND STRUCTURAL STEEL APPLICATIONS. AVAILABLE IN 100-PACK
•WBER 81!ANK LE'Mil'1503K* 1n budd (12.7)
1506* 3/4 (19.1)
1508* 1 QSA)
1510* 1-1/4 (31.8)
1512 1-1/2 (38.1)
1513 1-3/4 (443)
1514 2 (50.8)
1515 2-3/8 (603)
1516 2-1/2 (63.5)
1524 3 (76.2)
-Also available in 1000 PackShank diameter =.145
D60 SA270D45/D45A COBRA
721 D60 SA270 S• COBRA M70Im •5
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. ' *,t.....:...... :4-.-·.-1Drive Pin With Washer 300 headdiameterdrivepinswith7/8"walherG»-"A
WASHER INCREASES BEARING SURFACEAGAINST THE MATERIALTO BE FASTENED. AVAILABLE IN 100 PIN PACK*4
iIll./.- './di."
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PUSER ••11!ANK LEWN' m 11•1506SD 3/4 (19.1) �042�042
150850 1 (25.4) �042m
1510SD 1-1/4 (31.8) �042�042
15125D 1-1/2 (38.1) �042�042
151450 2 (50.8) �042�042
15165DC 2-ln (633) �042
1524SDP* 3 (76.2) �042
*Squarewasherindicates3' pin has been installedShankdiameter=.145
SA27O 8Nt COBRA
li
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Top Hat Drive Pins 300headdiametertop-hat
11'KREASES BEARINGSURFACEAGAINSTMATERIALTO BEFASTENEDFORIMPROVEDATTACHMENTTOINCONSISTENTBASEMATERIAE.100 PINPACKANDIOOOPACK
PART' SHANK LE••1NUMBER IN.
1 1903K 1/2 Knurled (12.7)
1 1906 3/4 (19.1)
1 1906M 3/4 (19.1)
1 1908 1 (25A)
Shank diameter =.145
Powerpoint Pins Premiumsteelandhardconcretepin
'PIN FORFASTENING INTO HARDER STEEL AND CONCRETE 100 PIN PACK.... m......a
1.kb:I.-.-*.'•I.j•
-.- .'.- -9•
•BER •ANK LEMNI
1 SP12 1/2 (12.7)
1 SP58 5/8 (15.9)
51'34 3/4 (19.1)
1 SP78 7/8 (22.2)
Shank diameter =.150
Powerpoint Step Shank Pins Premiumsteelandhardconcretepin
PIN FOR FASTENING INTO HARDER STEEL AND CONCRETE 100 PIN PACK
11161 N! ANK LENGTH •j•(MM)
SP100 1 (25.4) �042
SP114 1-1/4 (31.8) m
SP112 1-1/2 (38.1) m
SP178 14/8 07.6) �042
Shank diameter =.150/.180
3/8 Drive Pins 3/8(375) head diameterdrivepin
DESIGNED FOR HEAWDUTYAPPUCATIONS. 100 PIN PACK
•.•54•< PART S•{ANK LE•N'NUMBER 11*.3306K 3/4 Knwied (19.1)
3310 14/4 (31.8)
3335 14/2 (38.1)
3329 2 (50.8)
: 3337 2-1/2 (633)
3330 3 (76.2)
Shankdbmeter=.180
Jobsite.Supply
721
li
721
MD380
li
D60
F D60 9270 Mit (OBRA
SA270
D60
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:M COBRA
COBRA
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M70
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127
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Insulation Washer Pins 1500seriespinw/14/16preassembledwasher
WASHER INCREASES BEARINGSURFACEAGAINST INSUIATION MATERIAL BBNG FASTENED.100 PIN PACK
- Fllim rK1 m *M/-1 15081W 1 (25.4) m
54'.:7»W.Tr; 1• 15121W 1-1/2 08.1 ) m m& --..S
./-1 15141W 2 (50.8)./.9/1.0
1•- 15161W 2-1/2 (615)
15241W 3 (76.2) m
OV. Shankdameter=.145
D60
m
m
Threaded Studs 1/4"-20threadedstud
FORAPPUCATIONSTHATREQUIREREMOVABIUTYORWHERESHIMMINGISREQUIRED.
Pu•BER •:EADL••11 2!1K•M• n, F
..b-- 1642W 1/2 (12.7) 1 05.4) 9 m
1623WK 3/4 (19.1) 1/2*ikd (117) m �042
-'.*4•/Ely'll- 1643W 3/4 (19.1) 1 (25A)
··'•1644W 1 (25.4) 1 (25.4) m
1653W 3/4 (19.1) 1-1/4 (31.8) m
Shank diBmeter=.145
3/8"-16threadedstud
FM APPROVED
:.,- r.uwuiv t.-' •:., 914OK 1
Ceiling Clip Assemblies .
9150 1
9190 1
Shankdiameter=.205
HANK LENGTH(MM)
(254) 5/8 Knulled(15.9)
(25.4) 1-1/16 (27.0)
(25.4) 1-1/4 (31.8)
300headdiameterpinforconcrete
PIN FOR FASTENING INTO STEEL AND CONCRETE PREASSEMBLEDTO A 14 GAUGE ANGLE CUP 100 PIN PACK
F ..<.;'.
MD380
li
li
045/SA270 045A (OBRA M70
=""mS m
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VIPER
AUTO 045/AST 860 SA270 045A COBRA M70 VIPER
PART DESCRIPTION AUTO D45/NUMBER · ni FAST 1)60 SA270 D45A VIPER COBRA2202 Ceiling aip w/1-1/4" �042�042�042�042�042�042�042
Shankdiameter=.145
300headdiameterpinforconcrete
PIN LENGTH · AUTO .D45/••ER IN. (MM) 721 FAST D60 SA270 D45A COBRA VIPER
SDC100 1 (25A)
SDC125* 1-1/4 (31.8)
'Avalable in 100-PackShank diameter =.145
Powerpoint Pins With Ceiling Clips 300 headdiameterpinforhardconcrete
PIN FOR FASTENING INTO HARDER STEEL AND CONCRETE PREASSEMBLED TO A 14 GAUGE ANGLECUR 100 PIN PACK
•BER PIN LENGTH D45/. .m « IN. (MM) 060 SA270 045A COBRA' VIPER
SP08 7/8 (221) . .. i
-*1 SPC114 1-1/4 (31.8)i---•I'... SP08 shank dbmeter=.150
SPC114 shankdiameter =.150/.180
Jobsite Supply
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Page 27
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Conduit Clip Assemblies 300headdiameterpin
, FASTENERISPREASSEMBLEDTOCONDUIT CUPTOATTACHELEaRICAL CONDUITTOCONCRETEORSTEEL
*Fastner Angle Clip
14GAUGEANGLECUP
Ladd Assembly For L1600
Trakfast Black Strip Fuel/Pin Pack
1000 PINSANDFUELCELL
A.777/m/rrrY¥*T. T».4,"Vy' ¥ . ¥
1'1
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Trakfast Breakaway Strip Fuel/Pin Pack
mWBER 721DESCRIPTION
38BXSP78C 3/8" Bx dip with 7/8" pin �042
12EMTSP78C 1/2" Conduit dip with7/8"pin �042
34EMTSP78C 3/4" Conduitdip with 7/8" pin m
Shankdiameter=.150
•BER DESCRIPTION1202CF Angle dip (no pin)
•BER DESCRIPTIONl652 1-1/4 Preassembled and dip
Shankdiameter=.152
.250 headdiameterpin
c•BER rd: LE,im
FPP012 1/2 (12.7)
FPP0348 3/4 (19.1)
FPP100 1 (25A)
FPP114 14/4 (31.8)
Shank diameter =.109
DESCRIPTION
-' r .... ... ... *'i "- Ramset •'•
I· . .· It'i, ,
., De SA270 5,t (OBRA M70 VIPERP Nf
1/2" plated steel pin
3/4" black pin
1" plated pin
1-1/4" plated pin
.250 headdiameterpin
COUATION DESIGNEDTOBREAKAWAYON IMPACr lOOO PINS AND 1 FUELCEU
='�036 WU•IBER m. imm}PIN LENGTH
38....MIM.H: FPP034T 3/4 (19.1)··.:.,--Il-/:Il.=--I-.I--.... f
1.11/Ii' 1-F ':¥ '�036¥. FPPlOOT 1 (25.4)'·... I, I V T ¥_ T.7 .,.
'1 · -'= ' FPP114T 1-1/4 (31.8)
FPP112T 1-1/2 (38.1)
Shank diameter =.109
DESCRIPTION
3/4" plated pin
1" plated pin
1-1/4" plated pin
1-1/2' plated pin
Trakfast Plvwood Strip Fuel/Pin Pack .250headdiameterpin
•COLLATIONDESENEDTOBREAKAWAYONIMPACT10OOPINSAND1 FUELCELL.. . ...'....'.''I-'P:.... ... . 1 -- .... . ......'.':.2.1
4•...'6i./.mi.El.Nili ./.liall'lli..,1i.fill-ill/1ililli.lillI"i=----i-li#S./85, 8.I,5f ./ f rf 7,-i· F,1 1, P
-J :'. 1....' Ty ......· .· -.....:· 1..Ai· - t
mMBERPLY138
P N LE GTW. ymmy1-3/8 (35.1)
DESCRIPTION
1-3/8" knurled pin
Jobsite Supply 129
...:. '*:'..'..6 . '25.....». ».....2
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Page 28
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Ramafit 3,)-'.3L :-:.... . :;. e....,R':....42 ' 2'* . -1*•ut.·...19-*wi.. 1-1,•i
One Hole
Strap
Threaded Rod
Hanger
' Tle StraP
Holder
Conduit Clamp
Top Hat Pin
1/2" Straight Shank Pin
Used for lasteningsheetmetal to steel
3/4" Straight Shank Pin
Used tor attaching to block, pan deckandmost grades of concrete
3/4"Step Shank Pin
Premium pinwith ballistic 'bunker busterprolile for hardconcrete applications
1" Straight Shank Pin
Used when deeper embedment is required(pan deck. insulated lireprooling, etc.)
1" PowerPoinP StepShank Pin
Used when maximum holding strength isrequired.
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*Hybrid pins configured to shoot in gas andpowder tools. Gas pins configured for the R150.•1&/--.'1• Pt-v. • '%'.. .. f Jb.'1 ' .:,32.,•... •.. ..9�036'�036..
=a a i lik:IDILI)·1•1,•i;0101.r,ii ·6"4'F BRIA'-EQ'di.@9
43 ! • MpO12 1 1/2" pin with gold domed washer 1 800 pins/1 fuel cell • 5 boxes
m.·•ilfrelwm im'..4,1,' . 4894.1,0.iliE•Iall• MP034 1 3/4" pin with gold domed washer 1 800 pins/1 fuel cell 1 5 boxes •
I. .0-1 ,: 1%.IiMIE,lit,i-t·i)4115 lipT·lil;li '7IEilr.t,11511511;1•Ai
• 88034 3/4' pin with gold domed washer 1 800 pins/1 fuel cell i 5 boxes
..8. -5 . i i.*11'111�042' (6.ktm'limt . IliiE·10, .'• 1••IltiG'RPS'imrop, !-'PW---..·.W 1 MP100 ' 1" pin with gold domed washer 1 800 pins/1 fuel cell· • 5 boxes
1 Ii;m,Ilt, III»D'It,lit,1,4/.4/I 1:tiI·'90 - fliES:Irr·.•1••SPlOOSMD-1" Pin with Gold Domed Washer & Plastic Rule • 100 pins | 10 boxes |
V -- , 'Note: Can be used in Ramset R150and powderactuatedtoots. Fuel cell sold separately. •
Jobsite Supply
r... :... f'jg . .*. -2,1 '.
....D- ...DZ·0_C' '·'.
38HSMP034 i 3/8" Hole Strap W 3/4" Plated Pin
' 12HSMP034 1 1/2" Hole Strap W 3/4" Plated Pin 50034HSMP034 i 3/4" Hole Strap W 3/4" Plated Pin 5001OHSMP034 1 1" Hole Strap W 3/4" Plated Pin 500
«» 38HSSS10 i 3/8" Hole Strap W 1 " Premium Pin
•' 12HSSS10 1 1/2" Hole Strap Wl" Premium Pin _ .... 2 -.100_ .- 59.0 -
N53 34HSSS10 ,•3/4' Hole Strapw/1"Premiumfin _-100..... .- 500
** 1OHSSS10 , 1" Hole Strap W 1 " Premium Pin 100 500
14TRHMP034 1/4" Rod Hanger W 3/4" Plated Pin 50038TRHMP034 3/8" Rod Hanger W 3/4' Plated Pin 500
•6, 14TRHSS10 f 1/4" Rod Hanger w/ 1" Premium Pin [ 500•* 38TRHSS10 ' 3/8" Rod Hanger W 1" Premium Pin 1 500
f,i' 1Tie Strap Holder W 3/4" Plated Pm
Tie Strap Holder W 1" Premium Pin
dililir4.N MP034TH 3/4" Mated Pm W Top Hat••1 SS034TH
3/4" Mated Pin W Top Hat
1%881 See Ramset Catalogue For All Your Pin Solutions F
1'»•*,r" •' 9 t4M%e·•,/3IR•ti'•,•h•(&*•80»••RK
130
Electrical accessories 'U,7,3,-t 0-3
1 1,
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1 100 1 500
1 100
100
100
1 100 ' 500
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1 100 1 500
1 81010, 0949* 'Il'E·'.RI .B·.Ile Ifi le,(ilp,•12(CMP034L' 1/2" Conduit Clamp w/ 3/4" Plated Pin 1 50 1 250•34(CMP034L 3/4" Conduit Clamp w/ 3/4" Plated Pin ! 50 1 250
""Ri 12CCSS1OL 1/2' Conduit CIamp w/1 "Premium Pin 1 50 250
1* 34CCSSlOL 3/4' Conduit Clamp w/ 1" Premium Pin 1 50 · 250
i-Q;!144 lAilljilil'F' ·:iliptill·, e¥:tiCA' 'TSlft'•*Ii'i •
1 100 1 5001000 • 5000
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Page 29
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Tools Cleaning Kit
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EXTENSHON POLES
Poles - Ramset and Hilti®
6' LENGTH FTS EM 16)
8' LENGTH (PTSM18)
�042D60:Our premier semi-automatic
tool, featuring power level adjust-
ment and no-waste disc loads.
�042SA270:High-quality .27 caliber
strip tool for general purpose
applications.
�042045/045kMost durable,
high-power, semi-automatic
tool for hard concrete and ateel
applications.
�042MD380:Popular 3/8" tool.
�042AutofastThe fastest, quietest
tool we make; no cocking Hiliti®
DX36.
Wood Handle Wire Brush
RoundWire Brushes: small, medium, large
Package of 10 Scrubs: Hand and tool deaners
PART:NUMBER DESCRIPTION QUANTITY
PATCK Cleaning Kit 1
New Wire Twister
ACCESSORIES
Used to efficiently create pre-tied ceiling dip
Convertible from manual to electric (drill-not included) operation
Convenient foot pedal included
C6nfigurable to left- or right-hand operation
PART'NUMBER DESCRIPTION QUANTITY
MWT01 Wire twister
Jobsite Supply
..4 - ·i-:.•:4.''
•-7 '2. ; k.
. 1-:... ./ ,
.'..2:.:.tf-.»'« Ramset - ...4,
Poles - Ramset Viper
Fixed Length:
VPOL6: 6'
VPOL8: 8'
Telescope:
(adjustable in 1 foot increments)
TVPOL612: 6'-12'
TVPOL618: 6'-18'
1 4,
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Wood
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Sammy's Vertical Mount
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6 * NEPA•L • NFPA._ _ _L__ _•_
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.."- .. 10" -1/4"
3/8"
"08"_3/8"
3/8"
3/8"
- 3/4.... -3/8'
1/2"
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112"
! Rod• Approvals ke
1/4'
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1/4"
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-:...' 1/4"1/4"
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NFPA
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3/8".-....:3/8..L
3/8"
3/8". -3/8".
-3/8.....3/8"
-3/8".' •'.
3/8"
3/8"
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8Q04957..1 ·238005925 24
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8009925 27
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8024957
8025957 �036
8026957
6627957.'8028957
8029957
8030957
8037957
8038957-8039957.....8040957'
8041957 .
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8045957
8046957.
112- 8031925
1/2":. 8032925.
1/2" 8033925
1/2".:. •.·8034925
112" 8035925
.1/2",:'-.8036925.
- -Rod-Part #
Size
i/4" 8058957
3/8' : 8059957.
NFPA 9/2"-·· ' 8060925-
Concrete Approvals
t
50
51.
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54
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56
29:.,30 I
31
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35
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601
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422
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61
66
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GST.750
'GST 100 '-...GST 286
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GST.750
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GST 25-JBOGST 30
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GST 60
GST 2
GSI 2.5-380,GST 3
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GST 6
Model
DSTR 100
DST.100
DST 150�036.I. ...#.DST 200 :..
DST 250
DST 300 .
TEK 500
DSTR 1-1/2"
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DSTR 516
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DST 516
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· esT 20
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1/4-20 X 1
.1/4-14 Xi: -1/4-14 X 1-1/2
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1/4-12 X 2-1/2
1/4.14 X 3 .
12-24 X 1-1/2
12-24 X 1-1/2
:�036,194-28x1..5/16-18 X 1-1/4
'6--1/44AX 15 --1/4-12,X 1-1(2
, 1M-14 X2.
1£4-14 X 2-119.
''11/44.X 3.
5/16-18 X 1-1/4
12-24 X 1-1/2
25
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25_
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25
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25
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25
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11 25 1.-25
25
...25�036L.,25
25-
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1/4-20 X 1 .25,.-
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_5/164•_* 110 .-- _2�254..._. .12-24 Xl-1/2 _. .25.. . .
6-:Tew----BoxDescriptions Qty.
5/16 x 1-1/2 25
1116 X 1 -1 /2. ) ,•, - 25
45/16 X.1-1/2 - '.'.25•2.
5.93- •6,28..... -....
8.13
9.38
11.25
5.63--%931 .
7.50. 1 --- -
11 5U..8.75
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8.75
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- .1113-. ,13.25 -13.69
Weight
(per 125)
7.81
...6.56.. -6.88
.7.50 1.8.44
.9.06.
6.88
775
, 7.19..
7.065.94 _
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7.81
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8.44
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1 Approvals Part # Item # ModelS,ze
NFPA 3/8" 8050957 39 SVVD 10
' . . . 'NFI'83 1 43181 , '8051987 40 ·. SWD 15 ·'NFPA 3/8" 8052957 41 SWD 20
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Item # Model
1900 ·1.-r,2,:.SWC 200 --
..I ·: 65"·•12-...:.SWC 20
114 X 1....%&...'..... -tf·"A:·294 X 25. '
Sammy Screws - ». »f.. : "'. i· 1,3.
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25
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«":<174 x 2392:' Y...: 252
3/8 X 2-1/2 25
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9.38 125
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7.50 125.*............... ,�036.».
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12.81 125
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Screw- -- 86)i- -Weibht - - Caid-
Descriptions Qty. _ (per 125). . Qty. •
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�042Most Items Available in Stainless Steel
*M'-,"."'- :/or''V'.>*.f-''t...'·'.e 1.19'�036-u,·1·· · ' -'TM• oammy.i,Swivel, Head
Y•nprovals Part# Item # . ModelScrew Box Weight Case
RA . · ' : - .•. - - :. Descriptions u.,Qty. �036(per 125) Qty
* NFPA' 8139957 4702 - SH-GST 20 1/4 x 2
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Patent Pending •••*••0HangThreadedRodDirectly fs
b .4 , . , :f , */0 4... N.t'.#.4.ti;.,
= . .......-,6 ..7-_ t. :1. -F-1
Uninstalled . -. '-, - ' �0428
SAMM,9• --*..*••PRESS T.
\ U.S. Patent No.6 443 680
Wood
Steel
1///M,
ri
Concrete
•
�04217• deflection from vertical
Accommodates up to3-1 /2 x 12 pitch roof
�042Also available In stainless steel
�042Use #14 Nut Driver (black)
SAMMY X-PRESS�442
SteelApprovals Ga. Part# Item # Model
•* Nfl'A 22-20 8150922
Z:/44-�042.·. ·· •:».·..,-· •·S·'·• S:·:'•ii;A..1.bi)6,5:8•53922 : ,r
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500
503:'55•62·:
8151910 501
Screw Box Weight: Case
DeSS•ptiops_ Qty. (eg813 : 9.Y.
,STELL -_-
XP 20 25 10.3 1251/4-20 x 1-1/8
Sammy X-Press 20
: :,;R23 ·;:314-20-•1-•8•j•26', I:•.54#* 'h•.5-0,·2·:...'· =S•Gimy,X·,P•%3$•..:•"i: ·;S»:«32:)-·7 ·:·>·';
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(Kit Indudes: Sleeve, Bit Receiver, Hex Wrench, and 25/64" Drill Bit)
81-5'2910.. . .56•5:·:,•PDj•r.: ;•8iol Bwit-6'iU,dr•i '-·,',Fr,<'6•&",'i'&''. ·.........·...�042:,'rw'·1···2%«·.·..:5·:·..-··.-.*r.-•.
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Hangermate Anchors -
Anchoring system for threaded rod componets
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HangerMate anchon accept 1/4-20 and 3/8-16 Ihreaded rod and components ofvarious piping systems for attachment to steel masonry, and wood.
Specifications Features & Benefits
�042Sizes: For use with 1/4-20 and �042Eases installation ol sprinWer systems,
3/8-16 threaded rod strut, HVAC, cable troys and various�042lengths: 1 -1/8" to 3" piping systems�042Drive System: Hex �042Single Impening lormat-easily installs
�042Material: Carbon steel with controctor-grade power tools
�042Finish: Plating per ASTM 8633 �042Self-drilling points for sleel up to
Type Il Class 12 1/2" thick�042In wood applications, no pre-drilling
is typically required�042Many styles UL listed and/or FM
approved
*&15.'mums:G-:48,9,11.inam.9.'MSelf-d,illing Point for Steel Applicolions; End·drilled Head
1/4.20Xl #3 point 1/4-20�036.,...31Zt293,1 02 pointi,. ':. . -_ 3/Ba*
1/4·20Xl #3 point 3/8-16
:.1/4•20*1-8-3-poWLw»-'. '. .. "·· •"·3/8:16
1/4-20Xl-1/2 #3 point 3/8·16
Cl/+*14/2-43 Ii@•l•auti'•:.·" •·3/8-16. . ,
1/420Xl-1/2 #5 point 3/8-16
: 1/410Nli•/i#5,poin'I w/nuts · 3/8-16
1/4-20)(2 #3 point 3/8-16
EiN.apx•«poiel.I.3· ·" · 3/8.16 .
5/16-24)(1 -1/8 #3 point 3/8·16
.060-.250
1.09-.125
.060·.250
.066:.250 1
.060-.250
.060-.250
.187-.500
.060-.500
.ONS.250
:060-.250
.060..250
EZG160
EZG450
EZG470
EZG471
EZG490
EZG491
EZG510
EZG511
EB3530
EZG540
EB35505..BRA.I.VAMUl»584%•41417.2Olul"-50!f-drilling Point for Steel Applications; Cross-drilled Head
971•65-poini:-:"333 '" •. • • ·174-29 " • -- '.060:250 • · f-- :..EZH155
1/4-20Xl #2 point 3/8-16 .060-.125 EZH455
-1/&2(*113 p.0101."-f--·· · 3/8:16 . - .030-.250 · . ' -.' " EZH475
1/4-20Xl #3 point w/nuls 3/8·16 .060-.250 EZH476
11.8IPX'43#3'poin,7. i• . .· · 3/8-16 ", "'i ,.060:250 - . EZIU'95
1/4-20Xl -1/2 #3 point w/nuts 3/8-16 .060·.250 EZH496
5,9-20*jil/233,poini.,. : .•�036k·1'. 3/61'6' .. ...1873.500 _ • 1, , •EZH515 .. ,6
1/4-20Xl -1/2 #5 point w/nuts 3/8·16 .060-.500 EZH516
D/1.*•X2 #3 po;nt-i; .I.- :...:...... •': .. . : .3/896: .:/,p• ' .. .4,·-Em535 ,
• 1 ·,edETi•B. 4*•
Wood<ulting Point Dypically no drilling required); End•drilled Head
5/16*1/4 1/4-205-51•L'2'.· _ '3/8,16
5/16X3 3/8-16
EB3315
EZG�25460
EZG670
For Concrete Applications; End-drilled Head
5/16*1/4 1/4-20 EZG365
,*16X2·174 :'.. •••. . _.• 3/8,16 f.. , • •·til.I- .,�036 SEZG730: ·''AP_.-
:....•/68*"pisliti/-t
/7--1 .
5/16X2-1/4
U16)(221•4 '.
Wood·Cuthng Point Oypically no drilling requiredl; Cross-drilled Head
5/16X21/4 1/4-20
5/16%2 1/4 3/8-16
For Concrele Applications; Cross-drilled Head
1/4·20
3/8-16
EZH320
EZH665
En-1370
'EZH735
Jobsite Supply
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