CC-2015 - Simpson Strong-Tie

Straps & Ties
Z Clips
Z clips secure 2x4 flat blocking between joists or trusses to support sheathing.
MATERIAL: See table
FINISH: Galvanized
INSTALLATION: • Use all specified fasteners; see General Notes.
• Z clips do not provide lateral stability. Do not walk on stiffeners or
apply load until diaphragm is installed and nailed to stiffeners.
CODES: See page 12 for Code Reference Key Chart.
Model
No.
Ga
Z2
Z4
Z28
Z38
Z44
20
12
28
28
12
Dimensions
W
2 5⁄16
1 1⁄2
2 5⁄16
2 5⁄16
2 1⁄2
H
1 1⁄2
3 1⁄2
1 1⁄2
2 1⁄2
3 1⁄2
B
1 3⁄8
2 1⁄8
1 3⁄8
1 3⁄8
2
TF
1 3⁄8
1 3⁄4
1 3⁄8
1 3⁄8
1 3⁄8
1.Z28 and Z38 do not have nail holes. Fastener
quantity and type shall be per Designer.
2.Allowable loads may not be increased.
Fasteners1
(Total)
4-10dx1 1⁄2
2-16d
10dx1 1⁄21
10dx1 1⁄21
4-16d
Allowable
Download
(100)
470
465
—
—
865
170
I14, L18, F13
Typical Z2 Installation
3.Z4 loads apply with a nail into the top and a nail into the seat.
4.NAILS: 16d = 0.162" dia. x 3 1⁄2" long, 10dx1 1⁄2 = 0.148" dia. x 1 1⁄2" long.
See pages 22-23 for other nail sizes and information.
These products are available with additional corrosion protection. Additional products on
this page may also be available with this option, check with Simpson Strong-Tie for details.
Versatile angle gussets and heavy angles promote standardization
and construction economy, and are compatible with Simpson
Strong-Tie® structural hardware.
FINISH: 7 ga Models–Galvanized; 3 ga Models–Simpson Strong-Tie®
gray paint. May be ordered HDG. Contact Simpson Strong-Tie.
OPTIONS: Gussets may be added to HL models when L ≥ 5"
(specify G after model number, as in HL46G).
CODES: See page 12 for Code Reference Key Chart.
Uplift
Optional
Gusset
HL55
(Others
similar)
L18
I14, L18, F13
HL Heavy Angles and Gussets
HL53
Z4
Code
Ref.
Typical HL55 Installation
Model
Ga
No.
W1
&W2
HL33 7 3 1⁄4
HL35 7 3 1⁄4
HL37 7 3 1⁄4
HL53 7 5 3⁄4
HL55 7 5 3⁄4
HL57 7 5 3⁄4
HL43 3 4 1⁄4
HL46 3 4 1⁄4
HL49 3 4 1⁄4
HL73 3 7 1⁄4
HL76 3 7 1⁄4
HL79 3 7 1⁄4
1. Allowable loads have been
Allowable
60% for wind or
Loads
Code increased
earthquake loading with no
Ref. further increase allowed; reduce
L D1 D2 D3 D4 Qty Dia Uplift F1
where other loads govern.
Bolts
(Total)
Dimensions
2 1⁄2
5
7 1⁄2
2 1⁄2
5
7 1⁄2
3
6
9
3
6
9
1 1⁄4
1 1⁄4
1 1⁄4
1 1⁄4
1 1⁄4
1 1⁄4
1 1⁄2
1 1⁄2
1 1⁄2
1 1⁄2
1 1⁄2
1 1⁄2
—
2 1⁄2
2 1⁄2
—
2 1⁄2
2 1⁄2
—
3
3
—
3
3
2
2
2
2
2
2
2 3⁄4
2 3⁄4
2 3⁄4
2 3⁄4
2 3⁄4
2 3⁄4
—
—
—
2 1⁄2
2 1⁄2
2 1⁄2
—
—
—
3
3
3
2
4
6
4
8
12
2
4
6
4
8
12
⁄2
⁄2
1
⁄2
1
⁄2
1
⁄2
1
⁄2
910
910
910
910
910
910
1555
1555
1555
1555
2115
2115
1
1
⁄4
⁄4
3
⁄4
3
⁄4
3
⁄4
3
⁄4
3
3
2. Use 0.85 times table load
1580
for Hem Fir.
3. Parts should be centered on
1580
the face of the member to
1580
which they are attached.
4. Wood members for the ‘3’
1580
and ‘5’ series must have a
1580
minimum width and thickness
of 3 1⁄2" for table loads to apply.
1580
5.
Wood members for the ‘4’ and
170
‘7’ series must have a minimum
1580
width and thickness of 5 1⁄8"
2025
for table loads to apply.
6. Parts must be used in pairs.
2025
7. Lag bolts of equal diameter
2025
(minimum 5" long) may be
substituted for machine bolts
3800
into beam with no reduction
3800
in load.
L–Staggered nail pattern reduces the possibility for splitting. LS–Field-adjustable
0° to 135° angles.The GA Gusset Angles’ embossed bend section provides added strength.
MATERIAL: L–16 gauge; GA and LS–18 gauge
FINISH: Galvanized. Some products available in stainless steel or ZMAX® coating;
see Corrosion Information, pages 13-15.
INSTALLATION: • Use all specified fasteners; see General Notes.
• LS–field skewable; bend one time only.
• Joist must be constrained against rotation (for example, with solid blocking)
when using a single LS per connection.
• Nail the L angle’s wider leg into the joist to ensure table loads and
allow correct nailing.
CODES: See page 12 for Code Reference Key Chart.
L
Model
Fasteners
No.
GA1
GA2
L30
L50
L70
L90
LS30
LS50
LS70
LS90
208
4-10dx1 1⁄2
6-10dx1 1⁄2
4-10dx1 1⁄2
6-10dx1 1⁄2
8-10dx1 1⁄2
10-10dx1 1⁄2
6-10dx1 1⁄2
6-10d
8-10dx1 1⁄2
8-10d
10-10dx1 1⁄2
10-10d
12-10dx1 1⁄2
12-10d
Df/SP Allowable Loads
Wind/
Floor Snow Roof Seismic
(100) (115) (125) (160)
235 270 290
330
355 405 435
550
245 250 250
250
365 415 445
555
485 550 595
740
610 690 740
925
325 325 325
325
355 395 395
395
475 540 565
565
475 540 585
730
595 640 640
640
595 675 730
915
715 810 845
845
715 810 875 1040
SPF/HF Allowable Loads
Wind/
Floor Snow Roof Seismic
(100) (115) (125) (160)
200 230 250
285
305 350 375
475
210 215 215
215
315 355 385
475
415 475 510
635
525 595 635
795
280 280 280
280
305 340 340
340
410 465 485
485
410 465 505
630
510 550 550
550
510 580 630
785
615 695 725
725
615 695 755
895
Code
Ref.
These products are approved for installation with the Strong-Drive ®
SD Connector screw. See page 27 for more information.
Adjustable
from 0° to 135°
Bend one time only.
IP1, L5,
L18, F13
IP1,
L5, F13
Shipped
at 45°
LS Top View
IP1, L5,
L18, F13
GA1
LS
L90
These products are available with additional corrosion protection. Additional products on
this page may also be available with this option, check with Simpson Strong-Tie for details.
Typical GA Installation
Load
Direction
See
Installation
Notes
1. L angles–loads are for condition F1 or F2; LS angles–loads are for condition F1 only.
2.GA1 and GA2 angles table loads are F1 – loads for F2 are 235 lbs. and 355 lbs. (100) and
290 lbs. and 435 lbs. (125), respectively.
3.Roof loads are 125% of floor loads unless limited by other criteria.
Typical L50 Installation
4.Connectors are required on both sides to achieve F 2 loads in both directions.
5.GA angles may be installed with 10d nails.
6.NAILS: 10d = 0.148" dia. x 3" long, 10dx1 1⁄2 = 0.148" dia. x 1 1⁄2" long. See pages 22-23 for other nail sizes and information.
Load
Direction
Typical S70 Installation
C-C-2015 © 2015 SIMPSON STRONG-TIE COMPANY INC. PRINTED 12/14
Straps & Ties
L/LS/GA Reinforcing and Skewable Angles