Shearwall System Installation Guide

Shearwall System Installation Guide
Complete HFX product listing with dimensions, weights,
connectors, typical installations and accessories.
Also includes Hardy Frame® Moment Frame information.
Easy as 1, 2, 3
1. Embed Anchors
• Select Template Kit based on product
width and anchor grade
• STD=ASTM F1554 GR 36
• HS=ASTM A193 GR B7 2. Bottom Connection
Hardy Frame® Panel
Page 5
• Place Panel or Brace Frame on anchors
• Secure with Hardened Round Washers and Grade 8 Hex Nuts
®
HARDY FRAME PANEL BOTTOM
3. Top Connection
ON CONCRETE
• Connect to top plates with
1/4" diameter screws
Hardy Frame® Brace Frame
Page 7
See inside for other installations
including fillers, garage portals
and beams
®
HARDY FRAME PANEL AT TOP PLATES
Hardy Frame®
Moment Frame - Page 9
IG 2/12
PRODUCTS
Hardy Frame® Product Listing
HFX-Series
Depth (in)
HFX-9x79.5
Width (in)
9"
HFX-9X8
81
NA
93-3/4"
95
HFX/S-9x8
Weight (lbs)
96 5/8"
98
78"
91
NA
106
HFX/S-12x8
96-5/8"
111
104-1/4"
116
HFX/S-12x9
108-5/8"
121
HFX-12x10
116-1/4"
128
HFX/S-12x10
120-5/8"
133
HFX-18x78
78"
113
NA
HFX-18x8
92-1/4"
131
HFX/S-18x8
96-5/8"
137
104-1/4"
144
HFX/S-18x9
108-5/8"
150
116-1/4"
158
HFX/S-18x10
120-5/8"
164
HFX-18x11
12"
3-1/2"
18"
128-1/4"
177
HFX/S-18x11
132-5/8"
183
HFX-18x12
140-1/4"
190
HFX/S-18x12
144-5/8"
196
HFX-18x13
152-1/4"
203
HFX/S-18x13
156-5/8"
209
HFX-24x78
78"
148
NA
HFX-24x8
92-1/4"
172
HFX/S-24x8
96-5/8"
180
HFX-24x9
104-1/4"
190
HFX/S-24x9
108-5/8"
198
HFX-24x10
116-1/4"
209
HFX/S-24x10
120-5/8"
217
HFX-24x11
128-1/4"
233
HFX/S-24x11
132-5/8"
241
HFX-24x12
140-1/4"
251
HFX/S-24x12
144-5/8"
259
HFX-24x13
152-1/4"
269
HFX/S-24x13
156-5/8"
277
HFX-18x14
164-1/4"
221
HFX/S-18x14
168 5/8”
227
HFX-18x15
176-1/4"
237
HFX/S-18x15
180 5/8”
243
HFX-18x16
188-1/4"
250
HFX/S-18x16
192 5/8”
256
200-1/4"
264
HFX/S-18x17
204 5/8”
270
HFX-18x18
212-1/4"
283
HFX/S-18x18
216 5/8”
289
HFX-18x19
224-1/4"
296
HFX/S-18x19
228 5/8”
302
236-1/4"
309
HFX/S-18x20
240 5/8”
315
164-1/4"
290
HFX/S-24x14
168 5/8”
298
176-1/4"
311
HFX/S-24x15
180 5/8”
319
188-1/4"
329
HFX/S-24x16
192 5/8”
337
200-1/4"
348
HFX/S-24x17
204 5/8”
356
HFX-24x18
212-1/4"
372
HFX/S-24x18
216 5/8”
380
HFX-24x19
224-1/4"
390
HFX/S-24x19
228 5/8”
398
HFX-24x20
236-1/4"
408
HFX/S-24x20
240 5/8”
416
HFX-32x8
92-1/4"
138
HFX/S-32x8
96-5/8"
145
HFX-32x9
104-1/4"
163
HFX/S-32x9
108-5/8"
170
HFX-32x10
116-1/4"
188
HFX/S-32x10
120-5/8"
195
24"
HFX-18x17
HFX-18x20
HFX-24x14
18”
3-1/2”
HFX-24x15
HFX-24x16
24”
HFX-24x17
32”
HFX-32x11
128-1/4"
213
HFX/S-32x11
132-5/8"
220
HFX-32x12
140-1/4"
238
HFX/S-32x12
144-5/8"
245
HFX-32x13
152-1/4"
263
HFX/S-32x13
156-5/8"
271
HFX-44x8
3-1/2”
HFX-44x9
HFX-44x10
HFX-44x11
Brace Frame
79-1/2"
Height (in)
92-1/4"
HFX-18x9
1
HFX/S-Series
HFX-12x8
HFX-18x10
Balloon Panel
Weight (lbs)
HFX-12x78
HFX-12x9
Panel
Height (in)
44”
92-1/4"
156
HFX/S-44x8
96-5/8"
163
104-1/4"
181
HFX/S-44x9
108-5/8"
189
116-1/4"
206
HFX/S-44x10
120-5/8"
214
128-1/4"
231
HFX/S-44x11
132-5/8"
239
HFX-44x12
140-1/4"
256
HFX/S-44x12
144-5/8"
264
HFX-44x13
152-1/4"
281
HFX/S-44x13
156-5/8"
289
PRODUCTS
Hardy Frame® Product Listing
HFP-Series
Depth
Width
Height
Weight (lbs)
HFX/S-Series
Height
Weight (lbs)
92-1/4"
42
HFP/S8-7/8
96-5/8"
44
HFP8-1 1/8
92-1/4"
42
HFP/S8-1 1/8
96-5/8"
44
HFP9-7/8
104-1/4"
47
HFP/S9-7/8
108-5/8"
49
HFP9-1 1/8
104-1/4"
47
HFP/S9-1 1/8
108-5/8"
49
HFP10-7/8
116-1/4"
52
HFP/S10-7/8
120-5/8"
54
HFP10-1 1/8
116-1/4"
52
HFP/S10-1 1/8
120-5/8"
54
HFP8-7/8
Post
3-1/2"
3-1/2"
HFP11-7/8
128-1/4"
57
HFP/S11-7/8
132-5/8"
59
HFP11-1 1/8
128-1/4"
57
HFP/S11-1 1/8
132-5/8"
59
HFP12-7/8
140-1/4"
62
HFP/S12-7/8
144-5/8"
64
HFP12-1 1/8
140-1/4"
62
HFP/S12-1 1/8
144-5/8"
64
HFP13-7/8
152-1/4"
67
HFP/S13-7/8
156-5/8"
69
HFP13-1 1/8
152-1/4"
67
HFP/S13-1 1/8
156-5/8"
69
Hardy Frame® Accessories
Templates
Weight (lbs)
Face to Face Templates
Weight (lbs)
CMU Templates
Weight (lbs)
HFXT9
HFXT12
HFXT18
HFXT24
HFXT32
HFXT44
0.8
0.9
1.1
1.7
3.2
4.2
HFXDT9
HFXDT12
HFXDT18
HFXDT24
HFXDT32
HFXDT44
2.0
2.2
2.8
3.8
5.1
6.4
HFXT-CMU9
HFXT-CMU12
HFXT-CMU18
HFXT-CMU24
HFXT-CMU32
HFXT-CMU44
0.8
1.0
1.4
1.9
2.6
3.3
STD Template Kits
Weight (lbs)
HS Template Kits
Weight (lbs)
Bolt Brace
Weight (lbs)
HFXTK9
HFXTK12
HFXTK18
HFXTK24
HFXTK32
HFXTK44
19.8
20.0
20.5
21.5
16.0
17.5
HFXTK-HS12
HFXTK-HS18
HFXTK-HS24
HFXTK-HS32
HFXTK-HS44
25.0
26.0
26.5
18.0
19.0
HFXBB9
HFXBB12
HFXBB18
HFXBB24
0.3
0.4
0.6
0.8
STD Tension Connector Kits
Weight (lbs)
HS Tension Connector Kits
Weight (lbs)
Bearing Plates
Weight (lbs)
HFTC-7/8 STD
HFTC-12 STD
HFTC-18/24 STD
14.5
17.5
20.0
HFTC-7/8 HS
HFTC-12 HS
HFTC-18/24 HS
15.5
18.5
21.0
HFXBP12 (Length = 18")
HFXBP18 (Length = 24")
HFXBP24 (Length = 30")
13
17
21
Base Extension
HFBX
Weight (lbs)
2
Reducer
HFR
Weight (lbs)
0.2
Bolt Lever
HFBL
Weight (lbs)
21
Saddles
HFS24
HFS36
Weight (lbs)
3
4
Deep Socket
HFDS 7/8
HFDS-1 1/8
Weight (lbs)
2
3
Stacking Washers
HFSW12
HFSW18/24
Weight (lbs)
1
2
Notes
1) For Panels, adding “STK” after the model number indicates HFX-Series Stacking Panels with built-in Plate Washers at the top channel.
2) Custom heights are available for Panels, Brace Frames and Posts not to exceed the maximum height listed for that product.
3) Model number HFX-9x79.5, HFX-12x78, HFX-18x78 and HFX-24x78 Panels come with two straps welded to the solid face.
4) All models can be ordered custom with welded straps.
5) All Panels, Brace Frames and Posts are a 3-1/2” depth. Refer to “Attachment” page for a description of installation in 2x6 and greater wall depths.
2
ANCHORAGE
TM
NOTE: HFX HOLD DOWN CENTER LINES ARE NOT THE SAME AS “ORIGINAL SERIES” PRODUCTS
10-INCH MAXIMUM
OR PER PLAN
Ie
VARIES WITH
PANEL/BRACE
FRAME WIDTH
Ca1
Ca1
CURB ELEVATION
Ca2
VARIES WITH
PANEL/BRACE
FRAME WIDTH
3˝
MIN.
Ca1
Ca2
OTHER SECTION VIEWS SIMILAR
5 1/2"
HFX-9
12 3/4"
HFX-18
3˝
MIN.
Ie
18 3/4"
HFX-24
Ca1
STEM WALLORELEVATION
CONCRETE
HFX-44
Ca1
(PER MAY
PLAN) BE USED TO
NOTE: COUPLING NUTS
EXTEND ALL THREAD ROD LENGTH THROUGH
GROUT FILLED CMU
Ie
ANCHORAGE NOMENCLATURE
ANCHORAGE NOMENCLATURE
1 1/8-STD-14-20 INTERIOR SLAB ELEVATION
1-1/8-HS-20-30
Ca 1 Ca 2
Ca 1 Caa12
le
le
ANCHORAGE
NOMENCLATURE
ROD1GRADE
ROD GRADE
1/8-STD-14-20
C a2 ROD DIAMETER
ROD DIAMETER
Ca 1 Ca 2
le
Ie = Length of Embed into Footing ROD
IGRADE
into Footing
e = Length of Embed
C a2
ROD
DIAMETER
Ca1 Ca2 = Edge, End Distance
Ca1 Ca2 = Edge, End Distance
Ie = Length of Embed
Unreinforced
Anchorage
Product
Width
(in)
Anchorage1
(See Nomenclature for Description)
STD ROD
2
3˝
MIN.
C a1
Ca1
FOOTING DEPTH AND
WIDTH MAY DECREASE
BEYOND Ca1 DIMENSION
STEM WALL ELEVATION
NOTE: GRADE 8 COUPLING NUTS MAY BE
USED TO EXTEND ALL THREAD ROD LENGTH
THROUGH GROUT FILLED CMU OR CONCRETE
HS ROD
3
Shear Tie4, 5, 6
Quantity
STD ROD
9
12
HS ROD
8
1 1/8-STD-10-15
NA
NA
10
1 1/8-HS-14-20
1
1 1/8-STD-14-20
13
1 1/8-HS-20-30
1
18
20
NA
1 1/8-HS-13-20
NA
13
1 1/8-STD-14-20
1 1/8-HS-20-30
1
24
2
20
NA
1 1/8-HS-18-27
NA
13 strength concrete, both seismic and wind loading
1
1) Applies 32
to 2500 psi compressive
7/8-STD-11-16
7/8-HS-13-20
1
2) STD indicates
44 rods complying
13 with ASTM F1554 Grade 36 with a Hardy Frame® Bolt Brace (HFXBB) double nutted on the embed end.
2
Tie Length
(in)
7 1/2
10 1/2
15
21
22 1/2
33
3) HS indicates rods complying with ASTM A 193 Grade B7 (or equal) with a1/2x3x3 plate washer double nutted on the embed end. HFXBB is optional.
4) Concrete edge distance must comply with ACI318-05 D8.2.
5) Installations on curbs or stemwalls must be 6 inch width minimum, and may require supplemental shear reinforcement per ACI-318-05, fc = 2500 psi
1) Applies
to 2500
psinot
compressive
concrete,
and windEdge,
loading
6) Shear
Ties are
required forstrength
installations
awayboth
fromseismic
the Foundation
for installations on wood framing or for Braced Wall Panel applications.
2) STD
indicates
complying
with ASTM When
F1554used
Grade
36STD
withgrade
a Hardy
Bolt Brace
double
nutted
onwith
the embed
end.
7) Bolt
Brace rods
is used
for bolt alignment.
with
rodsFrame
plate®washers
are(HFXBB)
not required.
When
used
HS grade
rods plate washers are still required.
3) HS8)indicates
rods
complying
with ASTM A 193 Grade B7 (or equal) with a1/2x3x3 plate washer double nutted on the embed end. HFXBB is optional.
Foundation
Design
is by others
4) Concrete
edge distance
complyiswith
ACI318-05
D8.2.these details to accommodate a specific condition.
9) The Building
Design must
Professional
permitted
to modify
5) Installations on curbs or stemwalls must be 6 inch width minimum, and may require supplemental shear reinforcement per ACI-318-05, fc = 2500 psi
6) Shear Ties are not required for installations away from the Foundation Edge, for installations on wood framing or for Braced Wall Panel applications.
7) Bolt Brace is used for bolt alignment. When used with STD grade rods plate washers are not required. When used with HS grade rods plate washers are still required.
8) Foundation Design is by others
9) The Building Design Professional is permitted to modify these details to accommodate a specific condition.
For reinforced anchorage solutions contact Hardy Frames, Inc.
3
Ca1
ANCHORAGE - PLAN VIEW
Ca1 Ca2 = Edge, End Distance
Max
Height
(ft)
FOOTING DEPTH AND
WIDTH MAY DECREASE
BEYOND Ca1 DIMENSION
Ca1
GROUT
FILLED CMU
31"
3˝SLAB ELEVATION
INTERIORMIN.
HOLD DOWN ANCHOR
H.D.
# 3 REBAR SHEAR TIE
TIE REINFORCEMENT
SEE TABLE FOR LENGTH
QUANTITY
SHEAR TIE @ CURB
3˝
Ca1
Ca1
GROUT
FILLED CMU
OR CONCRETE
(PER PLAN)
20 1/2"
MIN.
HFX-32
3˝
MIN.
Ie
SHEAR
8 1/2"
HFX-12
Ca1
EXTERIOR SLAB ELEVATION
Ca1
SHEARFIELD
TIE TIE
REINFORCEMENT
TABLE FOR OVERLAP
Ca2
SHEAR TIE @ CURB
Ca1
HOLD DOWN ANCHOR
CURB SECTION
Ca2
# 3 REBAR, GRADE 60 (MIN) TIE
SEE TABLE FOR TIE LENGTH
# 3 REBAR, GRADE 60 (MIN) TIE
BOLT BRACE
SEE TABLE
NOTE 7
EXTERIOR SLAB ELEVATION
Ie
3˝
Ca1
Ie
Lt
3˝
4˝ MIN
3"
MIN
CURB ELEVATION
Ie
4˝ MIN
Ie
BOLT BRACE
SEE TABLE
NOTE 7
10 INCH
MAXIMUM OR
PER PLANS
10 INCH
MAXIMUM OR
PER PLANS
3˝
MIN.
# 3 REBAR TIE SEE
TABLE FOR REQUIRED
QUANTITY
PER PLAN
3˝
MIN.
Ie
Lt
H.D.
PER PLAN
10 INCH
10 INCH
MAXIMUM OR
MAXIMUM OR
PER PLANS
PER PLANS
P0P-OUT
PER PLAN
TEMPLATE KITS
TM
Grade 8 Hex Nut
Hardened Round Washer
ALT: two SAE Washers
ALT: two Flat-Round Washers
Hardy Frame® HFX-Series Template (HFXT)
Hold Down Anchor
“STD” = ASTM F1554 Grade 36
•Requires HFXBB (Bolt Brace)
or Plate Washers @ embed end
“HS” = ASTM A193 Grade B7
•Requires 1/2 x 3 x 3 Plate Washers
@ embed end, HFXBB (Bolt Brace) optional
•Do not attempt to bend HS rods
Hardy Frame
Bolt Brace
(HFXBB)
1/2 x 3 x 3 Plate Washer
Standard Grade Hex Nut minimum
HFXBB - Bolt Brace
Hardy Frame® HFX-Series Template Kit (HFXTK)
Panel Kit at Curb
Panel Kit at Slab
Brace Frame Kit
at Interior Footing
Hardy Frame Bolt Brace
Hardy Frame® HFX-Series Template Kit Components
Kit Model Number
Template (1 ea)
Bolt Brace (1 ea)
HFXTK9
HFXTK12
HFXTK-HS12
HFXTK18
HFXTK-HS18
HFXTK24
HFXTK-HS24
HFXTK32
HFXTK-HS32
HFXTK44
HFXTK-HS44
HFXT9
HFXT12
HFXT12
HFXT18
HFXT18
HFXT24
HFXT24
HFXT32
HFXT32
HFXT44
HFXT44
HFXBB9
HFXBB12
HFXBB12
HFXBB18
HFXBB18
HFXBB24
HFXBB24
NA
NA
NA
NA
Panels
Brace Frames
Hold Down Anchor Assembly
1-1/8 STD
1-1/8 HS
7/8 STD
7/8 HS
2
2
2
2
2
2
2
2
2
2
2
Hold Down Anchor Assemblies:
1-1/8 STD = 1-1/8 x 32" ASTM F1554 Grade-36 all thread with(1)-Hardened Round Washer & (3) Grade 8 Hex Nuts.
1-1/8 HS = 1-1/8 x 38" ASTM A193 Grade-B7 all thread with (1) Hardened Round Washer, (1) 1/2x3x3 ASTM A36 Plate Washer & (3) Grade-8 Hex Nuts
7/8 STD = 7/8 x 30" ASTM F1554 Grade-36 all thread with(1)-Hardened Round Washer (1) 1/2x3x3 ASTM A36 Plate Washer & (3) Grade 8 Hex Nuts.
7/8 HS = 7/8 x 31" ASTM A193 Grade-B7 all thread with (1) Hardened Round Washer, (1) 1/2x3x3 ASTM A36 Plate Washer & (3) Grade-8 Hex Nuts
For other rod lengths contact Hardy Frames Inc.
1) All Thread length = length of embed (le) + 12” (formboard) + 6”(Kit assembly + height above concrete) For Raised Floor installations adjust the all thread length or extend length with a Grade 8 Coupling nut
2) The Hardened Round Washers for connecting the Panel base may be substituted with two SAE or two Round-Flat Washers
3) STD assemblies require a Hardy Frame® Bolt Brace (Minimum) double nutted at the embed end or 1/2x3x3 ASTM A36 Plate Washer
4) HS assemblies require 1/2x3x3 ASTM A36 Plate Washer (Minimum) and the Hardy Frame® Bolt Brace is optional
5) HS all thread rods provided by Hardy Frames, Inc. are stamped on both ends HF
B7
4
PANEL INSTALLATIONS
TM
2-3/4”
4-1/4”
6 1/2"
On concrete
HARDY FRAME
PANEL BOTTOM
ON CONCRETE
®
HFBX
Base Extension
attachment for
adjacent
framing extends
up to 6 1/2”
beyond face of
Panel
HFXBP Bearing
Plate
Install below
Panel directly on
Rim. Extends 3"
beyond edge of
Panel
At raised floor
head out
On nuts and washers
(Requires
5,000
psi non-shrink
grout.
On wood
sill BOTTOM
HARDY
FRAME
PANEL BOTTOM
HARDY FRAME
PANEL
Check
with building
ON DOUBLE
NUT jurisdiction for
ON MUD SILL
3rd party inspection requirements )
®
®
®
HARDY FRAME PANEL BOTTOM
ON RAISED FLOOR ON CONCRETE
On raised floor
1/4 x 4 1/2" WS-Series
screws
Straight-Stack installation
Stagger-Stack installation
Two Hardy Frame®
requires Stacking Washers
requires Stacking Washers
Posts below
in the top channel of the
in the top channel of the
HARDY FRAME PANEL BOTTOM
HARDY
FRAME
HARDY
PANEL
BOTTOM
lowerFRAME
Panel. Note:
“STK
lower
Panel.PANEL
Note:BOTTOM
“STK
HARDY FRAME PANEL BOTTOM
2 POSTS
STACK
ON MULTI
STORY
Panels”
include
welded washersSTAGGER
Panels”
include welded
ON RAISED FLOOR
washers
®
®
®
®
Connection to top plates
1/4 x 3" WS-Series screws
With 4x filler
With 2x filler
Portal condition 1/4 x 3” WS-Series
1/4 x 3” WS-Series screws and
1/4 x 4 1/2" WS-Series
screws and USP KST224 straps
HARDY FRAME PANEL AT TOP PLATES
MP4 F Connectors (qty
HARDY FRAME screws
PANEL WITH 2X FILLER
(when required by design professional).
by design professional)
HARDY
FRAME
PANEL
AT PORTAL
Use
#10 self
tapping
screws
to Panel
HARDY FRAME PANEL WITH
and 16d nails to header. Note: 78"
4X FILLER
heights include welded straps
®
®
®
Floor to Floor connectors
®
Hardy Frame® Tension Connector Kit
Componentsnts
Panels
HFTC
Tension Kit
Model Number
“STK” Stacking
Washer
(included)
Connector Rod
Assembly
1-1/8 STD 1-1/8 HS
5
HFTC12- STD
2-HFSW12
HFTC12- HS
2-HFSW12
HFTC18/24 STD
2-HFSW18/24
HFTC18/24 HS
2-HFSW18/24
2
2
2
2
Connector Rod Assemblies:
HFTC-1 1/8 STD = 1-1/8 x 26" ASTM F1554 Grade-36
all thread with (2) Hardened Round Washers (1) STK
Washer & (2) Grade 8 Hex Nuts.
HFTC-1 1/8 HS = 1-1/8 x 26" ASTM A193 Grade-B7 all
thread with (2) Hardened Round Washers (1) STK
Washer& (2) Grade 8 Hex Nuts.
1) Hardy Frame® “STK” washers are required in the top
channel of Panels when connnecting to a hold down rod
from above.
2) All Thread length fits up to a 14” joist depth + 3/4"
subfloor + (4) 2x wood plates
3) Each Hardened Round Washer may be substituted
with two SAE or two Round-Flat Washers
4) HS all thread rods provided by Hardy Frames, Inc. are
stamped on both ends HF
B7
Refer to the Hardy Frame® Catalog and Installation Details for more specific information
PANEL & CONNECTOR INFORMATION
TM
Hardy Frame® HFX-Series Panel - Dimensions & Connectors
Model
Number
Net
Height
(in)
HFX-9x79.5
79 1/2
HFX-9x8
93 3/4
Width
(in)
Depth
(in)
Anchorage
Call-Out for
STD Rods 1
Dia-Grade-le-Ca1,2
Anchorage
Call-Out for
HS Rods 1
Dia-Grade-le-Ca1,2
Top
Screw Qty 2,3
(ea)
Bottom
Screw Qty 2,4
(ea)
Edge
Screw QTY
Available5
(ea)
9
3-1/2
1 1/8-STD-10-15
NA
5
NA
4
7
HFX-12x78
78
HFX-12x8
92 1/4
HFX-12x9
104 1/4
HFX-12x10
116 1/4
HFX-18x78
78
HFX-18x8
92 1/4
HFX-18x9
104 1/4
HFX-18x10
116 1/4
HFX-18x11
128 1/4
HFX-18x12
140 1/4
HFX-18x13
152 1/4
HFX-18x14
164 1/4
HFX-18x15
176 1/4
HFX-18x16
188 1/4
HFX-18x17
200 1/4
HFX-18x18
212 1/4
HFX-18x19
224 1/4
HFX-18x20
236 1/4
HFX-24x78
78
18
92 1/4
15
HFX-24x8
HFX-24x9
104 1/4
HFX-24x10
116 1/4
HFX-24x11
128 1/4
HFX-24x12
140 1/4
HFX-24x13
152 1/4
HFX-24x14
164 1/4
HFX-24x15
176 1/4
HFX-24x16
188 1/4
HFX-24x17
200 1/4
HFX-24x18
212 1/4
HFX-24x19
224 1/4
HFX-24x20
236 1/4
12
3-1/2
1 1/8-STD-14-20
1 1/8-HS-14-20
6
6
4
5
Panel
4
1 1/8-STD-14-20
1 1/8-HS-20-30
10
5
6
18
3-1/2
10
6
NA
1 1/8-HS-13-20
NA
7
8
1 1/8-STD-14-20
1 1/8-HS-20-30
16
4
14
5
6
24
3-1/2
14
NA
1 1/8-HS-18-27
6
NA
7
Balloon
Panel
(14'- 20’
Heights)
8
Notes
9 inch wide Panels are intended for installation directly on concrete.
1) STD Hold Down rods must comply with ASTM F 1554 Grade 36.
HS Hold Down rods must comply with a high strength steel specification,
Heights are 1-1/2" greater than all other HFX-Series Panels.
High Strength rods include but are not limited to ASTM F 1554 Grade 105,
ASTM A 193 Grade B7 and ASTM A 354 Grade BD.
ANCHORAGE NOMENCLATURE
PANEL NOMENCLATURE
2) Screws are 1/4-inch diameter USP-WS Series (ESR-2761) or equal with a
1 1/8-STD-14-20
HFX-18 x 9
Ca 1, 2
NOMINAL HEIGHT
minimum allowable design value of 311 lbs. (excluding any duration of load
le
ACTUAL WIDTH
stress increase) based on connecting metal (No. 12 gage) to wood (specific
ROD GRADE
PRODUCT SERIES
gravity of 0.50 or greater).
ROD DIAMETER
3) Top screw length is 3-inches when attaching directly to the collector. When
installing a 2-by wood filler (specific gravity of 0.5 or greater) at the top conSTACKING PANEL NOMENCLATURE
NOTE: Model number followed
nection, the minimum screw length is 4-1/2 inches.
HFX-18 x 9 - STK
by “STK” indicates Stacking
4) Bottom screw length is 4-1/2 inches at Panel and Brace Frame connections,
STACKING
Panel with built-in plate
®
3-inches at Hardy Frame Bearing Plate.
NOMINAL HEIGHT washers at top.
ACTUAL WIDTH
5) 1/4” diameter edge screws are required when installing fillers above greater
PRODUCT SERIES
than 1-1/2" or when specified by the Building Design Professional.
6
BRACE FRAME INSTALLATIONS
TM
On concrete
®
HARDY FRAME BRACE FRAME
BOTTOM ON CONCRETE
On raised floor
1/4 x 4 1/2" WS-Series
screws
®
HARDY FRAME BRACE FRAME
BOTTOM ON RAISED FLOOR
Connection to top plates
1 1/4FRAME
x 3" WS-Series
HARDY
BRACE FRAME
TOP WITH screws
TOP PLATE
®
Floor to Floor connectors
At raised floor
head out
On nuts and washers
(Requires 5,000 psi
non-shrink grout). Check with
building jurisdiction for 3rd
party inspection requirements
®
HARDY FRAME BRACE FRAME
BOTTOM ON RAISED FLOOR
HEAD OUT
®
HARDY FRAME BRACE FRAME
BOTTOM ON DOUBLE NUT
Straight-Stack installation
(check cumulative forces)
Stagger-Stack installation
®
HARDY FRAME BRACE FRAME
BOTTOM STAGGER
With 4x filler
1/4 x 3" WS-Series
screws and MP4 F
connectors (qty by design
professional). Screws or
MP4 F required at
adjacent framing
Hardy Frame® Tension Connector Kit Componentsnts
Brace Frames
HFTC
“STK” Stacking
Washer
Connector Rod Assembly
7/8 STD
7
Two Hardy Frame®
Posts below
HARDY FRAME BRACE FRAME
BOTTOM 2 POSTS
®
HARDY FRAME BRACE FRAME
4X FILLER
®
HARDY FRAME BRACE FRAME
TOP WITH FILLER
Tension Kit
Model Number
®
®
®
HARDY FRAME BRACE FRAME
BOTTOM ON MULTI STORY
With 2x filler
1/4 x 4 1/2" WS-Series
screws
On wood sill
HARDY FRAME BRACE FRAME
BOTTOM ON MUD SILL
HFTC-7/8 STD
NA
HFTC-7/8 HS
NA
7/8 HS
2
2
Portal condition 1/4 x 3” WS-Series screws
and USP KST224 straps (when required by
design professional). Use #10 self tapping
screws to Brace Frame and 16d nails
to header.
Connector Rod Assemblies:
HFTC-7/8 STD = 7/8 x 26" ASTM F1554 Grade-36 all
thread with (2) Hardened Round Washers & (2) Grade 8
Hex Nuts.
HFTC-7/8 HS = 7/8 x 26" ASTM A193 Grade-B7 all
thread with (2) Hardened Round Washers & (2) Grade 8
Hex Nuts
1) Plate washers are built into all four corners of Brace
Frames. “STK” washers are not required.
2) All Thread length fits up to a 14" joist depth + 3/4"
subfloor + (4) 2x wood plates
3) Each Hardened Round Washer may be substituted
with two SAE or two Round-Flat Washers
4) HS all thread rods provided by Hardy Frames, Inc. are
stamped on both ends HF
B7
Refer to the Hardy Frame® Catalog and Installation Details for more specific information
BRACE FRAME CONNECTOR INFORMATION
TM
Hardy Frame® HFX-Series Brace Frame Dimensions and Connectors
Net
Height
(in)
Model
Number
HFX-32x8
92-1/4"
HFX-32x9
104-1/4"
HFX-32x10
116-1/4"
HFX-32x11
128-1/4"
HFX-32x12
140-1/4"
HFX-32x13
152-1/4"
Width
(in)
32
Depth
(in)
3-1/2"
Anchorage
Call-Out for
STD RodsDiaGrade-le-Ca1,2
Anchorage
Call-Out for HS
Rods
Dia-Grade-le-Ca1,2
Top
Screw
Qty (ea)
Bottom
Screw
Qty (ea)
7/8-STD-11-16
7/8-HS-13-20
14
14
HFX-44x8
92-1/4"
17
HFX-44x9
104-1/4"
15
HFX-44x10
116-1/4"
HFX-44x11
128-1/4"
HFX-44x12
140-1/4"
HFX-44x13
152-1/4"
44
3-1/2"
7/8-STD-11-16
7/8-HS-13-20
14
14
BRACE FRAME NOMENCLATURE
HFX-32 x 9
NOMINAL HEIGHT
ACTUAL WIDTH
PRODUCT SERIES
TOP & BOTTOM
20 1/2"
Net
Height (in)
HFP8-7/8
92 1/4
HFP8-1 1/8
92 1/4
HFP9-7/8
104 1/4
HFP9-1 1/8
104 1/4
HFP10-7/8
116 1/4
HFP10-1 1/8
116 1/4
HFP11-7/8
128 1/4
HFP11-1 1/8
128 1/4
5 3/4"
6 1/2"
32"
32" Hardy Frame
HFX-Series Brace Frame
Width (in)
Depth (in)
44" Hardy Frame®
HFX-Series Brace Frame
Hold Down
Diameter (in)
7/8
1 1/8
44" Hardy Frame®
HFX-Series Brace Frame
3-1/2
6 1/2"
6 1/2"
44"
3-1/2
31"
44"
®
Hardy Frame HFP-Series
Post31"
6 1/2"
Model
Number
5 3/4"
32" Hardy Frame®
HFX Series 44"
Bolt Pattern
HFX-Series
Brace
Frame
TOP & BOTTOM
ANCHORAGE NOMENCLATURE
7/8 - STD -11-16
Ca 1, 2
le
ROD GRADE
ROD DIAMETER
20 1/2"
1) For top and bottom shear connections use 1/4
inch diameter USP “WS-Series”,
or equivalent
32"
screws.
HFX Series 32" Bolt Pattern
5 3/4"
5 3/4"
7/8
1 1/8
7/8
1 1/8
7/8
1 1/8
HFP12-7/8
140 1/4
7/8
HFP12-1 1/8
140 1/4
1 1/8
HFP13-7/8
152 1/4
7/8
HFP13-1 1/8
152 1/4
1 1/8
POST NOMENCLATURE
HFP9-7/8
HD DIA
NOMINAL HEIGHT
SERIES
8
Hardy Frame Post
®
Hardy Frame Post
®
®
® HARDY FRAME POST BOTTOM
on nut
and washer
on concrete
HARDY
FRAME POST
BOTTOM
(requires
5,000
psi
ON
DOUBLE
NUT
ON DOUBLE NUT
non-shrink grout)
PRE-ASSEMBLED MOMENT FRAME INSTALLATIONS
BEAM
SIDEPLATE
SIDEPLATE
VARIES
1/2"
Win
el)
l to ste
COLUMN
(stee
STEEL COLUMN (BEYOND)
WITH 2x NAILER
PRE-ATTACHED
OUT TO OUT
DIMENSION @ BASE PLATE
•D9, D9H, D12 = 5 1/4"
•D18, D18H = 7 1/2"
3” MAX
)
x
Wout
e of 2
outsid
x to
e of 2
id
(outs
Actual Double Plate Height
(Top of concrete to top of field installed 2x)
OUT TO OUT
DIMENSION
@ SIDEPLATES:
•D9, D9H, D12 = 5 1/4"
•D18, D18H = 7 1/2"
h1
(Top of concrete to lowest point of header/sideplate assembly
Standard connection of 2x Top Plate to 3x nailer is USP MP4 F
connectors on each face. Connector quantity
or other designs by Building Design
Professional.
Section of Header With Nailers and Plates
Section at Roof Framing
Pre-installed wood nailers
& D12
Elevation D9
of header
tie plate
connectors 2x6
required
both faces
at on
column
flanges
for shear transfer
3x6 at top and bottom of header
D18 & D18H
2X8 at column flanges
3x8 at top and bottom of header
EDGE VIEW
MAX
3"3"MAX
TYP
TYP
1/4"
4 41/4"
TYP
TYP
Section of Header With Nailers and Plates
3"MAX
MAX
3"
TYP
TYP
1/4"
441/4"
TYP
TYP
Pinned Base on Nuts & Washer
(Requires high strength nonshrink grout. Check with
Building Jurisdiction for third
party inspection requirements)
On Nuts
& Washers
(Requires
5,000
psi Non-Shrink
Grout
On Nuts
& Washers
(Requires
5,000
psi Non-Shrink
Grout
OnNuts
Nuts&&Washers
Washers(Requires
(Requires5,000
5,000psi
psiNon-Shrink
Non-ShrinkGrout
Grout
On
On Nuts
& Washers
Fixed
On Nuts
& Washers
Fixed
BaseBase
Section at Roof Framing
On Concrete
On Concrete
Pinned base on Concrete
Section of Header With Nailers and Plates
Section of Header
with Nailers and Plate
Section at Joist - Bottom Cord Bearing
Section of Header With Nailers and Plates
Section at Roof Framing
Section at Joist - Hanging Condition
Section at
Elevation of header tie plate
connectors required on both faces
Elevation offor
header
plate
shear tie
transfer
connectors required on both faces
Elevation of header tie plat
for shear transfer
connectors required on bo
for shear transfer
OnConcrete
Concrete
On
Elevation at header USP MP4-F
(or equal) connectors on each
face for shear transfer.
Minimum quantity by Building
Design Professional.
On Concrete
Fixed
On Concrete
Fixed
BaseBase
9
Fixed Base on Nuts & Washer
(Requires high strength nonshrink grout. Check with
Building Jurisdiction for third
party inspection requirements)
OnNuts
Nuts&&Washers
WashersFixed
FixedBase
Base
On
Fixed base on Concrete
OnConcrete
ConcreteFixed
FixedBase
Base
On
Elevation of header tie plate
Section at Joistconnectors
Section
atboth
Rooffaces
Framing
required on
Hanging Condition
for shear transfer
Section at Roof Framing
Section of Header With Nailers and Plates
Section at Joist Bottom Cord Bearing
Section at Joist - Bottom Cord Bearing
Section at Joist - Bottom Cord Bearing
Section at Joist - Hanging Condition
Section at Joist - Hanging Condition
MOMENT FRAME DIMENSIONS AND ANCHORAGE
See the Hardy Frame® Moment Frame Catalog for more complete product listing
Wall Height
8’ 0-3/4"
Wout (ft-in)
6' 7"
8' 4"
10' 10-1/2"
11' 9-1/2"
12' 4"
12' 10-1/2"
13' 9-1/2"
14' 4"
14' 10-1/2"
15' 9-1/2"
16' 4"
16' 10-1/2"
17' 9-1/2"
17' 10"
18' 4"
19' 9-1/2"
19' 10"
21' 10"
23' 10"
10' 7"
12' 7"
14' 7"
16' 7"
18' 7"
20' 7"
Weight (lbs)
987
1,051
1,102
890
1,412
1,173
954
1,650
1,244
1,018
1,746
1,315
1,083
1,842
2,372
1,462
1,938
2,502
2,633
2,763
7' 0-1/4"
10' 4"
8' 7"
9’ 0-3/4"
h1 Opening
Height (ft-in)
6' 11-1/4"
7' 0-1/4"
6' 11-3/4"
6’ 11-1/4"
7' 0-1/4"
6' 9-1/4"
6' 11-1/4"
7' 0-1/4"
6' 9-1/4"
6' 11-1/4"
7' 0-1/4"
6' 9-1/4"
6' 5-3/4"
6' 10-1/4"
6' 9-1/4"
6' 5-3/4"
Weight (lbs)
1,064
1,128
1,179
938
1,490
1,250
1,002
1,728
1,321
1,067
1,824
1,392
1,131
1,919
2,471
1,539
2,015
2,601
2,732
2,862
8' 0-1/4"
7' 11-1/4"
8' 0-1/4"
7' 11-3/4"
7' 11-1/4"
8' 0-1/4"
7' 9-1/4"
7' 11-1/4"
8' 0-1/4"
7' 9-1/4"
7' 11-1/4"
8' 0-1/4"
7' 9-1/4"
7' 5-3/4"
7' 10-1/4"
7' 9-1/4"
7' 5-3/4"
1,141
1,205
8' 11-1/4"
1,256
9' 0-1/4"
987
8' 11-3/4"
1,567
8' 11-1/4"
1,327
9' 0-1/4"
1,051
8' 9-1/4"
1,805
8' 11-1/4"
1,398
9' 0-1/4"
1,115
8' 9-1/4"
1,901
8' 11-1/4"
1,469
9' 0-1/4"
1,180
8' 9-1/4"
1,997
8' 5-3/4"
2,570
8' 10-1/4"
1,616
8' 9-1/4"
2,093
2,701
8' 5-3/4"
2,831
D9 & D9H =BUILT UP COLUMN
2,962
9' 0-1/4"
BASE PLATE =
• For a complete list of standard sizes see the
COLUMN = 4”
®
Hardy Frame Moment Frame Catalog
COLUMN WOO
4"
• Two Story Frames available
ANCHORS = ¾
9"
• All model numbers shown ship pre-assembled;
10"
ALL THREAD
over-sized frames ship as “knock-down” units that require
field
welding and specialD12=W12
inspectionxby
D9 & D9H =BUILT
UP COLUMN
22others
2- 3/4"
4"
5- 1/4"
2- 3/4"
4"
5- 1/4"
FIXED BASE (AS OCCURS)
NOMINAL 1ST STORY DOUBLE PLATE HEIGHT (FT)
NOMINAL CLEAR SPAN (FT)
HEAVY DUTY
NOMINAL WIDTH OF COLUMN (IN)
HARDY FRAME®
Double nut
at HFT
Moment Frame Template Kits
Hold Down Rods
4"
2- 3/4"
4"
5- 1/4"
2- 3/4"
4"
5- 1/4"
9"
Column Type
HFT Model
Grade
Diameter(in)
Length (in)
10"
nce
D9 & D9H
HFTK-D9
Distatch is
STD
32
ured
o
3/4
D12
HFTK-D12
Measnotch to nrame
D12=W12 x 22
fromMoment Fnsion
D18 & D18H
HFTK-D18
HS& D9H =BUILT UP COLUMN
36
D9
ime
W IN d
STD (Standard) rods are ASTM F1554 Grade 36
BASE PLATE = ¾ x 5 x 10”
HS (High Strength) rods are ASTM A 193 Grade B7
Double nut at bolt brace
COLUMN = 4” x4"9“
All Template Kits include: 2-Templates (HFT)
COLUMN WOOD
TO WOOD = 12”
12-1/4"
4"
2-Bolt Braces (HFBB)
¾” ø ASTM F1554-36
9" & 4 nuts for each rod ANCHORS = 13-1/4"
8-Threaded Rods with 2 washers
10"
ALL THREAD
2- 3/4"
4"
5- 1/4"
BASE PLATE = ¾ x 5 x 10”
COLUMN = 4” x 9“
COLUMN WOOD
4" TO WOOD = 12”
12-1/4"
ANCHORS = ¾”
ø ASTM F1554-36
13-1/4"
ALL THREAD
BASE PLATE = ¾ x 5 x 10”
COLUMN = 4” x 9“
COLUMN WOOD TO4"WOOD = 12”
ANCHORS = ¾” ø12-1/4"
ASTM F1554-36
ALL THREAD 13-1/4"
BASE PLATE = ¾ x 5 x 13 ¼”
D18 = W18 x 35
COLUMN = 4” x 12 ¼“
COLUMN WOOD TO WOOD = 15 ¼”
ANCHORS = ¾” ø ASTM F1554-36
ALL THREAD
= W18
BASED18
PLATE
= ¾ xx 535x 13 ¼”
COLUMN = 4” x 12 ¼“
COLUMN WOOD TO WOOD = 15 ¼”
ANCHORS = ¾” ø ASTM F1554-36
ALL THREAD 6"
2- 3/4"
6"
7- 1/2"
D12=W12 x 22
D9 & D9H =BUILT UP COLUMN
2- 3/4"
4"
5- 1/4"
Weight (lbs)
17-3/4"
18-3/4"
BASE PLATE =
COLUMN = 4”
COLUMN WOO
ANCHORS = ¾
ALL THREAD
2- 3/4"
6"
7- 1/2"
MOMENT FRAME NOMENCLATURE
HF-D18 H 8 X 9 FB
4"
9"
10"
10’ 0-3/4"
h1 Opening
Height (ft-in)
6"
17-3/4"
18-3/4"
D18H = W18x46
BASE PLATE = ¾ x 7 x 18 ¾”
COLUMNS W18 x 35 = 6” x 17 ¾ “
WOOD TO WOOD = 20 ¾”
COLUMN W18 x 46 = 6” x 18“ (”H“ SERIES)
6"
WOOD TO WOOD18"
= 21”
ANCHORS = 1⅛”18-3/4"
ø ASTM F1554-36
ALL THREAD
2- 3/4"
6"
7- 1/2"
HF-D9 6x
HF-D9 8x
HF-D9H 8x
HF-D12 8x
HF-D18 8x
HF-D9 10x
HF-D12 10x
HF-D18 10x
HF-D9 12x
HF-D12 12x
HF-D18 12x
HF-D9 14x
HF-D12 14x
HF-D18 14x
HF-D18H 14x
HF-D9 16x
HF-D18 16x
HF-D18H 16x
HF-D18H 18x
HF-D18H 20x
Win (ft-in)
h1 Opening
Height (ft-in)
2- 3/4"
4"
5- 1/4"
Col Type & Nom
Opng Width
D18H =Embed
W18x46
Hardy
Frame
Schedule
BASE PLATE = ¾
x 5 x 13
¼” Moment Frame:
BASE PLATE = ¾ x 7 x 18”
D18 = W18 x 35
COLUMN
=
4”
x
12
¼“
BASE
PLATE
=
¾
x
7End
x 18
¾”at
COLUMNS
W18 x 35 =
6” x 17
¾ “ Tie Min
Embed
From
Top
Min
Edge
&
End
Dist
at
Min
Edge
Dist
Min
Dist
Anchor
QTY DIA & Grade
Closed
Shear
Column Type
WOOD TOFooting
WOOD(in)
= 15 ¼” at T.O.
COLUMNS
x 35Conc
= 6”(IN)
x 17 ¾ “
Designation
of COLUMN
Footing le (in)
Conc (IN)W18 T.O.
Per WOOD
Column TO
(IN)WOOD =QTY,
Size & Spacing
20 ¾”
ANCHORS = ¾” ø ASTM F1554-36
WOOD TO WOOD = 20 ¾”
COLUMN W18 x 46 = 6” x 18“ (”H“ SERIES)
D9 4"
D9-Pinned
6"x 46 = 6” x 18“ (”H“ SERIES)
ALL THREAD
COLUMN
W1818"
WOOD
TO WOOD = 21”
D9H12-1/4" D9H-Pinned
12
19
2
3/8
4
4
EA 3/4-STD
4 EA #3 @ 3” OC
6"
WOOD TO WOOD
ANCHORS = 1⅛” ø ASTM F1554-36
18-3/4" = 21”
17-3/4"
D12 13-1/4" D12-Pinned
ANCHORS = 1⅛” ø ASTM F1554-36
18-3/4"
ALL THREAD
D18
D18-Pinned
18
27
2 3/8THREAD
7 3/8
4 EA 3/4 - HS
5 EA #3 @ 3” OC
ALL
D18H
D18H-PIinned
D18H = W18x46
D18 = W18 x 35
BASE
PLATE
= ¾ x 7 xBY
18”THE ENGINEER OF RECORD
FOUNDATION
DESIGN,
SHALL
BE DESIGNED
BASE PLATE
= FOOTINGS
¾ x 7 x 18AND
¾” STEM WALLS
COLUMNS
W18 x 35 = 6” x 17 ¾ “
W18 x D35
= 6”onx fc=2500
17 ¾ “ psi, fu=60,000
Notes: 1. Anchors are designed per AISC 341-10 COLUMNS
and ACI 318 Appendix
based
psi and fy=40,000 psi (min0
WOOD
TO WOOD = 20 ¾”
WOOD TO
WOODshall
= 20
2. For alternate shear transfers or pull-out resistance,
calculations
be ¾”
supplied by the Engineer
of Record
COLUMN W18 x 46 = 6” x 18“ (”H“ SERIES)
COLUMN W186"x 46 = 6” x 18“ (”H“ SERIES)
6"
WOOD TO WOOD = 21”
WOOD TO WOOD
18" = 21”
17-3/4"
ANCHORS =18-3/4"
1⅛” ø ASTM F1554-36 ANCHORS = 1⅛” ø ASTM F1554-36
18-3/4"
BASE PLATE
COLUMNS W
WOOD TO
COLUMN W
WOOD TO W
ANCHORS =
ALL THRE
BASE PLATE
COLUMNS W
WOOD TO
COLUMN W
WOOD TO W
ANCHORS =
ALL THRE
2- 3/4"
6"
7- 1/2"
2- 3/4"
6"
7- 1/2"
2- 3/4"
4"
5- 1/4"
2- 3/4"
6"
7- 1/2"
Anchorage2
2- 3/4"
6"
7- 1/2"
1,2
D12=W12 x 22
10
ATTACHMENTS
TM
Hole chart and Attachments
Hole Chart
3˝ DIAMETER
HOLE PROVIDED
IN FACE OF 18˝
AND 24˝ WIDE
PANELS
An additional 1” diameter hole may be drilled in the upper half of the Panel when it is
located in the hatched area.
9˝
1˝
UPPER HALF
(PANEL HEIGHT
÷ 2)
To drill more than one hole, a larger diameter hole or a hole in a location outside of the
hatched area, contact Hardy Frames, Inc.
There is not an “inside” or “outside” face for the Panel. To avoid the
need for additional holes, orient the open face toward the fixture to be
installed.
4˝
4˝
Wood
For attaching wood, siding, drywall and other surface
finishes to the Panel or Brace Frame face #10 Flat or Wafer
Head, self-tapping screws with a “Winged” self drilling (SD)
WING TIP “SD”
SELF DRILLING “SD” POINT
point
areTAPPING
recommended. When
SELFconnecting
TAPPING to the edge of
SELF
Panels, use a #12 diameter screw.
BUGLE HEAD WAFER HEAD
WING TIP “SD”
SELF DRILLING “SD” POINT
SELF TAPPING
SELF TAPPING
SELF DRILLING “SD” POINT
FLATBUGLE
TRUSSHEAD SELF
MODIFIED
TRUSS
WAFER
HEAD
TAPPING
WING TIP “SD”
SELF TAPPING
WING TIP “SD”
BUGLE HEAD WAFER HEAD
SELF TAPPING
HEX HEAD
Steel
FLAT TRUSS
MODIFIED TRUSS
When attaching steel connectors
(12-gage maximum)
fixtures, electrical boxes,
BUGLE
HEAD
WAFER
HEAD
TIP “SD”
DRILLING
“SD” POINT
wire
mesh,
etc. toSELF
the
Panel
or Brace
Frame faceWING
#10 Hex,
Flat Truss or Modified
SELF TAPPING
SELF
TAPPING
Truss Head with a Self Drilling (SD) pointFLAT
areTRUSS
recommended.
When
connecting
MODIFIED
TRUSS
to the edge of Panels, use aHEX
#12HEAD
diameter.
SELF DRILLING “SD” POINT
SELF TAPPING
FLAT TRUSS
HEX HEAD
BUGLE HEAD
MODIFIED TRUSS
FLAT TRUSS
WAFER HEAD
HEX HEAD
SELF DRILLING “SD” POINT
TAPPING
MODIFIEDSELF
TRUSS
WING TIP “SD”
SELF TAPPING
BUGLE HEAD
WAFER HEAD
FLAT TRUSS
MODIFIED TRUSS
HEX HEAD
1732 Palma Dr., Suite 200, Ventura, California 93003 800 754-3030
www.hardyframe.com
HEX HEAD