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Anchoring and Fastening Systems for Concrete and Masonry Addendum
GCN150 Concrete Nailer Fasteners and Accessories
The new GDPS pins are designed to work in the GCN150 gas-actuated nailer tool for installation
into A36 and A572 structural steel. The step-shank pin, with smaller-diameter tip, facilitates
easier penetration into the steel, while the larger diameter upper shank provides more shear
resistance and successful installation.
GDPS Product Data
.106 Diameter Shank Drive Pins for the GCN150
Model No.
Length
(in.)
Qty. Pins/ Pack
+ 1 fuel cell
Pack/ Carton
GDPS-50 ⁄ 1,000 5
GDPS-62 ⁄ 1,000 5
gDpS Tension and Shear Loads in Steel
Model
No.
GDPS
Shank
Dia.
in.
(mm)
0.110
(2.8)
0.110
(2.8)
Min.
penetration
in.
(mm)
THRU
THRU
Min.
Edge
Distance
in.
(mm)
0.5
(13)
0.5
(13)
Min.
Spacing
in.
(mm)
1.0
(25)
1.0
(25)
Lathing Washer and Magnetic Ring product Data
Compatible Tools
Simpson Strong-Tie Others
GCN150 TF1100, C3
Min.
Steel
Strength3 Allowable Tension Loads bs. (kN) Allowable Shear Loads lbs. (kN)
Steel Thickness (in.) Steel Thickness (in.)
3
⁄16" ⁄4" ⁄ " ⁄ " ⁄ " ⁄4" ⁄ " ⁄ "
ASTM
A36
ASTM
A572,
Grade 50
95
(0.42)
110
(0.49)
170
(0.76)
170
(0.76)
165 4
(0.73) 4
145 4
(0.64) 4
180
(0.80)
155 4
(0.69) 4 — 205
(0.91)
*
*See page 5 for an explanation
of the load table icons
265
(1.18)
305
(1.36)
225 4
(1.00) 4
205 4
(0.91) 4
gWL-100 Lathing Washer and gMR-1 Magnetic Ring
The new GWL-100 lathing washer is used with the GCN150 tool and attaches lath to the wall surface
for overlaying scratch coats, brown coats and stucco. The washers are held onto the nose of the tool
with the new GMR-1 magnetic ring and are attached to the substrate (including concrete and CMU)
with GDP pins, which fasten through the washer. No extra tools are needed to install the magnetic
ring to the nosepiece of the tool.
Model No. Description pack Qty. Carton Qty.
GWL-100 Lathing Washer, 1" Dia. 1,000 5,000
GMR-1 Magnetic Ring for GCN150 10 900
225 4
(1.00) 4
1. The entire pointed portion of the fastener must penetrate through the steel to obtain the tabulated values, unless otherwise
indicated in footnote 4.
2. The allowable tension and shear values are for the fastener only. Members connected to the steel must be investigated
separately in accordance with accepted design criteria.
3. Steel strength must comply with the minimum requirements of ASTM A 36 (Fy = 36 ksi, Fu = 58 ksi) or ASTM A 572, Grade
50 (fy = 50 ksi, Fu = 65 ksi).
4. Tabulated values are based on minimum penetration depth of 0.35" (8.9 mm).
—
gDpS
F-SAS-CSAS2009 ©2011 Simpson Strong-Tie Company Inc.