Sht 2, Drawing view1, Drawing view2 – ERICO ROD LOCK Plywood Pre-set Anchor User Manual
Page 2: Drawing view3, Drawing view5, Drawing view6, Drawing view8, Section view a-a, Assembly instructions
Assembly Instructions:
Step 3 - Pour concrete into wood form.
Step 5 - Remove protruding nails
by shearing off with a hammer.
6.0in 152mm
Edge to Center
8.0in 203mm
Between Centers
2.4in 61mm
3/8in & M10
2.3in 63mm
1/2in & M12
3-1/4in [83mm]Min.
Concrete Thickness
1.9in 48mm
Concrete cone
depth for 3/8" & M10
1.9in 48mm
Concrete cone
depth for 1/2in & M12
2.2in 55mm required
threaded rod depth
for 3/8in & M10
2.3in 58mm required
threaded rod depth
for 1/2in and M12
Notes:
Allowable tension & shear load capacities are calculated using an applied safety factor of 3.0
1.
Allowable working load must be the lesser of product allowable tension & shear loads showing above table.
2.
NFPA® 13 design requirements are 5 times the weight of the water filled pipe plus 250 lbs.
3.
MSS requires the safety factor of 3.5
4.
Allowable loads for anchors to resist short term loads such as earthquake or wind may be increased by 33.33% for the duration
5.
of the load where permitted by code.
Step 1 - Construct the necessary wood form.
Step 2 - Assemble anchor to
wood form using a hammer.
Step 4 - After concrete is cured,
remove wood form.
Step 6 -Push-in threaded rod.
Product Allowable Tension & Shear Loads with Light-Weight Concrete (See Notes 1, 2, 3, 4 & 5)
Light-Weight Concrete having 3,000 psi [20.7 Mpa] minimum compression strength
Threaded Rod
Steel Type
Threaded
rod size
Minimum
Concrete slab
Thickness
Inch [mm]
Minimum Edge
Distance
Inch [mm]
Minimum
Spacing
Inch [mm]
Ultimate
Tension Load
Lbs [kN]
Ultimate
Shear Load
Lbs [kN]
Allowable
Tension Load
Lbs [kN]
Allowable
Shear Load
Lbs [kN]
A307, Grade C
3/8"
3 1/4" [ 83mm]
6" [152mm]
8" [203mm]
3,710 [16.5]
3,270 [14.6]
1237 [5.5]
1,090 [4.9]
1/2"
4,270 [19.2]
5,820 [25.9]
1,425 [6.4]
1,940[8.7]
A36
3/8"
3,710 [16.5]
3,270 [14.6]
1,237 [5.5]
1,090 [4.9]
1/2"
4,270 [19.2]
5,820 [25.9]
1,425 [6.4]
1,940[8.7]
A193, Grade B7
3/8"
3,710 [16.5]
5,280 [23.8]
1,237 [5.5]
1,760 [7.9]
1/2"
4,270 [19.2]
7,180 [32.3]
1,425 [6.4]
2,395 [10.8]
B193, Grade
B8/B8M, Class 1
(SS304/ SS316)
3/8"
3,710 [16.5]
4,210 [18.7]
1,237 [5.5]
1,405 [6.2]
1/2"
4,270 [19.2]
7,180 [32.3]
1,425 [6.4]
2,395 [10.8]
Europe ISO
Class 4.6
M10
3,710 [16.5]
3,630 [16.2]
1,237 [5.5]
1,210 [5.4]
M12
4,270 [19.2]
5,235 [23.3]
1,425 [6.4]
1,745 [7.8]
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INSTRUCTION SHEET
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