WM/WMI/WMU Hangers - EBS Building Supplies - Design … · WM/WMI/WMU Hangers 12 Ga. Top Flange 7"...

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TITEN® Screws

Masonry ConnectorsM

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See page 160 for sizes, fasteners and load information.

WMs are designed for use on standard 8" grouted masonry block wall construction.

MATERIAL: See table on page 160; WM, WMI, WMU—12 ga. top flange and stirrup

FINISH: Simpson Strong-Tie® gray paint; hot-dip galvanized available: specify HDG.

INSTALLATION:

the grouted wall. Verify that the grouted wall can take the required fasteners specified in the table.

MID-WALL INSTALLATION: Installed between blocks with duplex nails cast into grout with a minimum of one grouted course above and below the top flange and one #5 vertical rebar minimum 24" long in each adjacent cell.

TOP OF WALL INSTALLATION: Install on top of wall to a grouted beam with masonry screws.

selected hangers which can be used without modification to support joists which have shallow slopes (3⁄4:12) (see page 232 for details).

OPTIONS:

load reductions.

CODES: See page 13 for Code Reference Key Chart.

WM/WMI/WMU Hangers

12 Ga.Top Flange

7" - 8"

3³⁄₄"

2³⁄₄"

WM

WM Mid-Wall Installation

WMU Mid-Wall Installation

WMU Top-of-WallInstallation

Titen screws are 3⁄16" and 1⁄4" diameter masonry screws for attaching various components to concrete and masonry. Available in hex and phillips head and both carbon and stainless steel (see the Simpson Strong-Tie®

Anchoring and Fastening Systems for Concrete and Masonry catalog for information on stainless steel versions). Use with appropriately sized Titen drill bits included with each box.

CODES: FL 2355.1

WARNING: Industry studies show that hardened fasteners can experience performance problems in wet or corrosive environments. Accordingly, use this product in dry and noncorrosive environments only or provide a moisture barrier.

1. Allowable loads may not be increased for short term loading due to wind or seismic forces. 2. Concrete shall have a minimum f'c = 2000 psi. CMU is based on installation into face shell of hollow and grout-filled CMU.3. The attached member or element may govern the allowable load. The designer shall verify allowable load.4. Refer to the Simpson Strong-Tie® Anchoring and Fastening Systems for Concrete and Masonry catalog (form C-SAS) for complete information on the Titen screws (see page 228 for details).

Titen Screw Anchors for Concrete

Titen Diameter

(in.)

Drill Bit Diameter

(in.)

Embed. Depth (in.)

Critical Spacing

(in.)

Critical Edge Dist.

(in.)

Allowable Loads

Concrete CMU

Tension Shear Tension Shear3⁄16

5⁄32 1 2 1⁄4 1 1⁄8 125 255 110 2053⁄16

5⁄32 1 1⁄2 2 1⁄4 1 1⁄8 305 415 — —1⁄4 3⁄16 1 3 1 1⁄2 145 225 150 2501⁄4 3⁄16 1 1⁄2 3 1 1⁄2 365 400 — —

Titen Hex Head

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WM/WMI/WMU Hangers

Masonry Connectors

1. Uplift loads have been increase for wind or earthquake loading with no further increase allowed. Reduce where other loads govern.2. See figures for Top-of-Wall and Mid-Wall installation. Minimum f'm = 1500 psi.3. Products shall be installed such that Titen® screws are not exposed to weather.

4. For hanger heights that exceed the joist height, the allowable dowload is 0.50 of the table load.5. NAILS: 16d Duplex = 0.162" dia. x 3 1⁄2" long, 10dx1 1⁄2 = 0.148" dia. x 1 1⁄2" long. See page 22-23 for other nail sizes and information.

Joist Size

Model No.

Dimensions Fasteners Masonry Allowable Loads

Code Ref.W H

Top Fasteners Mid-Wall

Installation

Top Fasteners Top-Of-Wall Installation

Face Joist

Mid-Wall Installation Top-of-Wall Installation

UpliftDownload(100/115)

Download(125)

UpliftDownload(100/115)

Download (125)

STANDARD LUMBER SIZES - UPLIFT

Specify WMU 1 1⁄2 to 7 1⁄2 9 to 28 2 - 16d Duplex 2-1⁄4x1 3⁄4 Titen 4-1⁄4x1 3⁄4 Titen 6 - 10dx1 1⁄2 625 4175 4175 545 3380 3380 170

STANDARD LUMBER SIZES

2x6 WM26 1 9⁄16 5 3⁄8 2 - 16d Duplex 2-1⁄4x1 3⁄4 Titen — 2 - 10dx1 1⁄2 — 4175 4175 — 3380 3380

I21,L16

2x8 WM28 1 9⁄16 7 1⁄8 2 - 16d Duplex 2-1⁄4x1 3⁄4 Titen — 2 - 10dx1 1⁄2 — 4175 4175 — 3380 33802x10 WM210 1 9⁄16 9 1⁄8 2 - 16d Duplex 2-1⁄4x1 3⁄4 Titen — 2 - 10dx1 1⁄2 — 4175 4175 — 3380 33802x12 WM12 1 9⁄16 11 2 - 16d Duplex 2-1⁄4x1 3⁄4 Titen — 2 - 10dx1 1⁄2 — 4175 4175 — 3380 33802x14 WM12 1 9⁄16 13 2 - 16d Duplex 2-1⁄4x1 3⁄4 Titen — 2 - 10dx1 1⁄2 — 4175 4175 — 3380 33802x16 WM12 1 9⁄16 15 2 - 16d Duplex 2-1⁄4x1 3⁄4 Titen — 2 - 10dx1 1⁄2 — 4175 4175 — 3380 3380

2x6 double WM26-2 3 1⁄8 5 3⁄8 2 - 16d Duplex 2-1⁄4x1 3⁄4 Titen — 2 - 10dx1 1⁄2 — 4175 4175 — 3380 33802x8 double WM28-2 3 1⁄8 7 1⁄8 2 - 16d Duplex 2-1⁄4x1 3⁄4 Titen — 2 - 10dx1 1⁄2 — 4175 4175 — 3380 33802x10 double WM210-2 3 1⁄8 9 1⁄8 2 - 16d Duplex 2-1⁄4x1 3⁄4 Titen — 2 - 10dx1 1⁄2 — 4175 4175 — 3380 33802x12 double WM12-2 3 1⁄8 11 2 - 16d Duplex 2-1⁄4x1 3⁄4 Titen — 2 - 10dx1 1⁄2 — 4175 4175 — 3380 3380

3x6 WM36 2 9⁄16 5 3⁄8 2 - 16d Duplex 2-1⁄4x1 3⁄4 Titen — 2 - 10dx1 1⁄2 — 4175 4175 — 3380 33803x8 WM38 2 9⁄16 7 1⁄8 2 - 16d Duplex 2-1⁄4x1 3⁄4 Titen — 2 - 10dx1 1⁄2 — 4175 4175 — 3380 33803x10 WM310 2 9⁄16 9 1⁄8 2 - 16d Duplex 2-1⁄4x1 3⁄4 Titen — 2 - 10dx1 1⁄2 — 4175 4175 — 3380 33803x12 WM312 2 9⁄16 11 2 - 16d Duplex 2-1⁄4x1 3⁄4 Titen — 2 - 10dx1 1⁄2 — 4175 4175 — 3380 33803x14 WM314 2 9⁄16 13 2 - 16d Duplex 2-1⁄4x1 3⁄4 Titen — 2 - 10dx1 1⁄2 — 4175 4175 — 3380 33803x16 WM316 2 9⁄16 15 2 - 16d Duplex 2-1⁄4x1 3⁄4 Titen — 2 - 10dx1 1⁄2 — 4175 4175 — 3380 33804x6 WM46 3 9⁄16 5 3⁄8 2 - 16d Duplex 2-1⁄4x1 3⁄4 Titen — 2 - 10dx1 1⁄2 — 4175 4175 — 3380 33804x8 WM48 3 9⁄16 7 1⁄8 2 - 16d Duplex 2-1⁄4x1 3⁄4 Titen — 2 - 10dx1 1⁄2 — 4175 4175 — 3380 33804x10 WM410 3 9⁄16 9 1⁄8 2 - 16d Duplex 2-1⁄4x1 3⁄4 Titen — 2 - 10dx1 1⁄2 — 4175 4175 — 3380 33804x12 WM412 3 9⁄16 11 2 - 16d Duplex 2-1⁄4x1 3⁄4 Titen — 2 - 10dx1 1⁄2 — 4175 4175 — 3380 33804x14 WM414 3 9⁄16 13 2 - 16d Duplex 2-1⁄4x1 3⁄4 Titen — 2 - 10dx1 1⁄2 — 4175 4175 — 3380 33804x16 WM416 3 9⁄16 15 2 - 16d Duplex 2-1⁄4x1 3⁄4 Titen — 2 - 10dx1 1⁄2 — 4175 4175 — 3380 33806x6 WM66 5 1⁄2 5 3⁄8 2 - 16d Duplex 2-1⁄4x1 3⁄4 Titen — 2 - 10dx1 1⁄2 — 4175 4175 — 3380 33806x8 WM68 5 1⁄2 7 1⁄8 2 - 16d Duplex 2-1⁄4x1 3⁄4 Titen — 2 - 10dx1 1⁄2 — 4175 4175 — 3380 33806x10 WM610 5 1⁄2 9 1⁄8 2 - 16d Duplex 2-1⁄4x1 3⁄4 Titen — 2 - 10dx1 1⁄2 — 4175 4175 — 3380 3380

ENGINEERED LUMBER SIZES

1 1⁄2 x 9 1⁄4 WM29.25 1 9⁄16 9 1⁄4 2 - 16d Duplex 2-1⁄4x1 3⁄4 Titen — 2 - 10dx1 1⁄2 — 4175 4175 — 3380 3380

I21,L16

1 1⁄2 x 9 1⁄2 WM29.5 1 9⁄16 9 1⁄2 2 - 16d Duplex 2-1⁄4x1 3⁄4 Titen — 2 - 10dx1 1⁄2 — 4175 4175 — 3380 33801 1⁄2 x 11 1⁄4 WM211.25 1 9⁄16 11 1⁄4 2 - 16d Duplex 2-1⁄4x1 3⁄4 Titen — 2 - 10dx1 1⁄2 — 4175 4175 — 3380 33801 1⁄2 x 11 7⁄8 WM211.88 1 9⁄16 11 7⁄8 2 - 16d Duplex 2-1⁄4x1 3⁄4 Titen — 2 - 10dx1 1⁄2 — 4175 4175 — 3380 33801 3⁄4 x 9 1⁄2 WM9 1 13⁄16 9 1⁄2 2 - 16d Duplex 2-1⁄4x1 3⁄4 Titen — 2 - 10dx1 1⁄2 — 4175 4175 — 3380 33801 3⁄4 x 11 7⁄8 WM11 1 13⁄16 11 7⁄8 2 - 16d Duplex 2-1⁄4x1 3⁄4 Titen — 2 - 10dx1 1⁄2 — 4175 4175 — 3380 33801 3⁄4 x 14 WM14 1 13⁄16 14 2 - 16d Duplex 2-1⁄4x1 3⁄4 Titen — 2 - 10dx1 1⁄2 — 4175 4175 — 3380 33801 3⁄4 x 16 WM16 1 13⁄16 16 2 - 16d Duplex 2-1⁄4x1 3⁄4 Titen — 2 - 10dx1 1⁄2 — 4175 4175 — 3380 3380

2 5⁄16 x 11 7⁄8 WM3511.88 2 5⁄16 11 7⁄8 2 - 16d Duplex 2-1⁄4x1 3⁄4 Titen — 2 - 10dx1 1⁄2 — 4175 4175 — 3380 33802 5⁄16 x 14 WM3514 2 5⁄16 14 2 - 16d Duplex 2-1⁄4x1 3⁄4 Titen — 2 - 10dx1 1⁄2 — 4175 4175 — 3380 33802 5⁄16 x 16 WM3516 2 5⁄16 16 2 - 16d Duplex 2-1⁄4x1 3⁄4 Titen — 2 - 10dx1 1⁄2 — 4175 4175 — 3380 33802 5⁄16 x 18 WM3518 2 5⁄16 18 2 - 16d Duplex 2-1⁄4x1 3⁄4 Titen — 2 - 10dx1 1⁄2 — 4175 4175 — 3380 33802 5⁄16 x 20 WM3520 2 5⁄16 20 2 - 16d Duplex 2-1⁄4x1 3⁄4 Titen — 2 - 10dx1 1⁄2 — 4175 4175 — 3380 33802 1⁄2 x 14 WMI314 2 9⁄16 14 2 - 16d Duplex 2-1⁄4x1 3⁄4 Titen — 2 - 10dx1 1⁄2 — 4175 4175 — 3380 33802 1⁄2 x 16 WMI316 2 9⁄16 16 2 - 16d Duplex 2-1⁄4x1 3⁄4 Titen — 2 - 10dx1 1⁄2 — 4175 4175 — 3380 33802 1⁄2 x 18 WMI318 2 9⁄16 18 2 - 16d Duplex 2-1⁄4x1 3⁄4 Titen — 2 - 10dx1 1⁄2 — 4175 4175 — 3380 33802 1⁄2 x 20 WMI320 2 9⁄16 20 2 - 16d Duplex 2-1⁄4x1 3⁄4 Titen — 2 - 10dx1 1⁄2 — 4175 4175 — 3380 33803 x 9 1⁄4 WM29.25-2 3 1⁄8 9 1⁄4 2 - 16d Duplex 2-1⁄4x1 3⁄4 Titen — 2 - 10dx1 1⁄2 — 4175 4175 — 3380 33803 x 9 1⁄2 WM29.5-2 3 1⁄8 9 1⁄2 2 - 16d Duplex 2-1⁄4x1 3⁄4 Titen — 2 - 10dx1 1⁄2 — 4175 4175 — 3380 33803 x 11 1⁄4 WM211.25-2 3 1⁄8 11 1⁄4 2 - 16d Duplex 2-1⁄4x1 3⁄4 Titen — 2 - 10dx1 1⁄2 — 4175 4175 — 3380 33803 x 11 7⁄8 WM211.88-2 3 1⁄8 11 7⁄8 2 - 16d Duplex 2-1⁄4x1 3⁄4 Titen — 2 - 10dx1 1⁄2 — 4175 4175 — 3380 33803 1⁄2 x 9 1⁄2 WM3.56/9.5 3 9⁄16 9 1⁄2 2 - 16d Duplex 2-1⁄4x1 3⁄4 Titen — 2 - 10dx1 1⁄2 — 4175 4175 — 3380 33803 1⁄2 x 11 7⁄8 WM3.56/11.88 3 9⁄16 11 7⁄8 2 - 16d Duplex 2-1⁄4x1 3⁄4 Titen — 2 - 10dx1 1⁄2 — 4175 4175 — 3380 33803 1⁄2 x 12 WMI412 3 9⁄16 12 2 - 16d Duplex 2-1⁄4x1 3⁄4 Titen — 2 - 10dx1 1⁄2 — 4175 4175 — 3380 33803 1⁄2 x 14 WMI414 3 9⁄16 14 2 - 16d Duplex 2-1⁄4x1 3⁄4 Titen — 2 - 10dx1 1⁄2 — 4175 4175 — 3380 33803 1⁄2 x 16 WMI416 3 9⁄16 16 2 - 16d Duplex 2-1⁄4x1 3⁄4 Titen — 2 - 10dx1 1⁄2 — 4175 4175 — 3380 33803 1⁄2 x 18 WMI418 3 9⁄16 18 2 - 16d Duplex 2-1⁄4x1 3⁄4 Titen — 2 - 10dx1 1⁄2 — 4175 4175 — 3380 33803 1⁄2 x 20 WMI420 3 9⁄16 20 2 - 16d Duplex 2-1⁄4x1 3⁄4 Titen — 2 - 10dx1 1⁄2 — 4175 4175 — 3380 3380

4 5⁄8 x 11 7⁄8 WM3511.88-2 4 3⁄4 11 7⁄8 2 - 16d Duplex 2-1⁄4x1 3⁄4 Titen — 2 - 10dx1 1⁄2 — 4175 4175 — 3380 33804 5⁄8 x 14 WM3514-2 4 3⁄4 14 2 - 16d Duplex 2-1⁄4x1 3⁄4 Titen — 2 - 10dx1 1⁄2 — 4175 4175 — 3380 33804 5⁄8 x 16 WM3516-2 4 3⁄4 16 2 - 16d Duplex 2-1⁄4x1 3⁄4 Titen — 2 - 10dx1 1⁄2 — 4175 4175 — 3380 33804 5⁄8 x 18 WM3518-2 4 3⁄4 18 2 - 16d Duplex 2-1⁄4x1 3⁄4 Titen — 2 - 10dx1 1⁄2 — 4175 4175 — 3380 33804 5⁄8 x 20 WM3520-2 4 3⁄4 20 2 - 16d Duplex 2-1⁄4x1 3⁄4 Titen — 2 - 10dx1 1⁄2 — 4175 4175 — 3380 33805 1⁄4 x 9 1⁄2 WM5.50/9.5 5 1⁄2 9 1⁄2 2 - 16d Duplex 2-1⁄4x1 3⁄4 Titen — 2 - 10dx1 1⁄2 — 4175 4175 — 3380 33805 1⁄4 x 11 7⁄8 WM5.50/11.88 5 1⁄2 11 7⁄8 2 - 16d Duplex 2-1⁄4x1 3⁄4 Titen — 2 - 10dx1 1⁄2 — 4175 4175 — 3380 3380

7 x 9 1⁄2 WMI49.5-2 7 1⁄8 9 1⁄2 2 - 16d Duplex 2-1⁄4x1 3⁄4 Titen — 2 - 10dx1 1⁄2 — 4175 4175 — 3380 33807 x 11 1⁄4 WM411.25-2 7 1⁄8 11 1⁄4 2 - 16d Duplex 2-1⁄4x1 3⁄4 Titen — 2 - 10dx1 1⁄2 — 4175 4175 — 3380 33807 x 11 7⁄8 WM411.88-2 7 1⁄8 11 7⁄8 2 - 16d Duplex 2-1⁄4x1 3⁄4 Titen — 2 - 10dx1 1⁄2 — 4175 4175 — 3380 33807 x 14 WM414-2 7 1⁄8 14 2 - 16d Duplex 2-1⁄4x1 3⁄4 Titen — 2 - 10dx1 1⁄2 — 4175 4175 — 3380 33807 x 16 WM416-2 7 1⁄8 16 2 - 16d Duplex 2-1⁄4x1 3⁄4 Titen — 2 - 10dx1 1⁄2 — 4175 4175 — 3380 33807 x 18 WM418-2 7 1⁄8 18 2 - 16d Duplex 2-1⁄4x1 3⁄4 Titen — 2 - 10dx1 1⁄2 — 4175 4175 — 3380 33807 x 20 WM420-2 7 1⁄8 20 2 - 16d Duplex 2-1⁄4x1 3⁄4 Titen — 2 - 10dx1 1⁄2 — 4175 4175 — 3380 3380

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HUC410 Installed on Masonry Block End Wall

HU410 Installed on Masonry Block Sidewall

HSUR/L26-2 Installed on Masonry Block Sidewall

HU and HUC products are heavy duty face mount joist hangers made from 14 gauge galvanized steel.

have the header flanges turned in.

5⁄16" or greater, at 100% of the table load. Specify HUC.

2 5⁄16" at 100% of the table load.

technical bulletin T-HUHUCTTN (see page 231 for details).

MATERIAL: 14 gauge

FINISH: Galvanized, ZMAX® and stainless steel available

INSTALLATION: 1⁄4"x2 3⁄4" hex head Simpson Strong-Tie® Titen® screws or for concrete walls using 1⁄4"x1 3⁄4" hex head Titen screws. Titen screws are not provided.

3⁄16" diameter hole to the specified embedment depth plus 1⁄2".3⁄16" diameter hole to the specified embedment depth and

blow it clean using compressed air.

Caution: Oversized holes in the base material will reduce or eliminate the mechanical interlock of the threads with the base material and will reduce the anchor’s load capacity.

1 1⁄2" is maintained.


HUC410

1¹⁄₄"

HU410

1. Uplift loads have been increased for wind or earthquake loading with no further increase is allowed. Reduce where other loads govern.2. Minimum concrete strength f'c shall be 2500 psi. CMU shall have a minimum grout strength of 2500 psi with standard ASTM C90 units and type N or S mortar.3. The HU28 can be ordered skewed 45° and achieve the same loads.4. See page 159 for Titen screw information. Use stainless-steel Titen® screws and products in exposed applications. Tabulated loads apply to stainless-steel applications.5. Noted loads for the HSUR/L shall be 0.8 the table loads for concrete applications.6. Table allowable loads were determined using tested lowest ultimate/3 or fastener calculation values.7. NAILS: 16dx2 1⁄2 = 0.162" dia. x 2 1⁄2" long, 10d = 0.148" dia. x 3" long, 10dx1 1⁄2 = 0.148" dia. x 1 1⁄2" long. See page 22-23 for other nail sizes and information.

Model No.

Dimensions Fasteners Allowable Loads (DF/SP)Code Ref.W H B CMU Concrete Joist

Uplift Down

(160) (100/115/125)

HU26 1 9⁄16 3 1⁄16 2 1⁄4 4-1⁄4x2 3⁄4 Titen 4-1⁄4x1 3⁄4 Titen 2-10dx1 1⁄2 290 1545

170



HU46 3 9⁄16 5 3⁄16 2 1⁄2 12-1⁄4x2 3⁄4 Titen 12-1⁄4x1 3⁄4 Titen 6-10d 1085 3950

HU26-2 3 1⁄8 5 3⁄8 2 1⁄2 12-1⁄4x2 3⁄4 Titen 12-1⁄4x1 3⁄4 Titen 6-10d 1085 3950


HU28-2 3 1⁄8 7 2 1⁄2 14-1⁄4x2 3⁄4 Titen 14-1⁄4x1 3⁄4 Titen 6-10d 1085 4350


HU210-2 3 1⁄8 8 13⁄16 2 1⁄2 18-1⁄4x2 3⁄4 Titen 18-1⁄4x1 3⁄4 Titen 10-10d 1810 5085

HSUR/L26-2 3 1⁄8 4 15⁄16 2 7⁄16 12-1⁄4x2 3⁄4 Titen 12-1⁄4x1 3⁄4 Titen 4-16dx2 1⁄2 815 26255

HU/HUC/HSUR/L Hangers

Masonry Connectors

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.

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High-capacity beam or girder hangers for concrete or masonry applications. Installation is made easier using Simpson Strong-Tie® Strong-Drive® SDS screws (provided) into the wood member and Titen HD® anchors (provided) into the masonry. MATERIAL: See table FINISH: Galvanized

INSTALLATION (included).

Titen HD anchors. Note the following:

- Drill holes using drill bits equal in diameter to the specified Titen HD anchor.

- Holes shall be drilled 1⁄2" deeper than the specified Titen HD length (i.e. 41⁄2" for a 4" long Titen HD anchor) - Caution: Oversized holes in the base material will reduce or eliminate the mechanical interlock of the threads with the base material and will reduce the anchor’s load capacity.

jurisdictional requirements.

OPTIONS Order as “X” version.

See Hanger Options, pages 215-224.


BW

H

LGUM26-X = 2⁵⁄₁₆"LGUM28-X, 210-X, 4X = 2⁵⁄₈"³⁄₄"

LGUM

10³⁄₈"

4³⁄₄"

BW

H

1"

HGUM

Typical LGUM Installation

4" Min.

to Top

of Wall

Moisture

barrier

not shown

12" Min.

to End

of Wall

Typical HGUM Installation

4" Min.

to Top

of Wall

(15" Min.

for Max.

Uplift)

15" Min.

to End

of Wall

Moisture

barrier

not shown

Model No.

Ga

Dimensions Fasteners Allowable Loads

CodeRef.W H B

CMU/Concrete Joist Uplift (160) Download (DF, SP, LVL, PSL, LSL)

Titen HD Anchors

SDS Screws

4" Min. to Top of Wall

15" Min. to Top of Wall

CMU Concrete

(100/115/125)

DOUBLE 2x SIZES

F27

LGUM26-2-SDS 12 3 5⁄16 5 7⁄16 4 4 - 3⁄8"x4" 4 - 1⁄4"x21⁄2" 1430 1430 5595

LGUM28-2-SDS 12 3 5⁄16 7 3⁄16 4 6 - 3⁄8"x4" 6 - 1⁄4"x21⁄2" 2435 2435 8250

LGUM210-2-SDS 12 3 5⁄16 9 3⁄16 4 8 - 3⁄8"x4" 8 - 1⁄4"x21⁄2" 3575 3575 9575

TRIPLE 2x SIZES

LGUM26-3-SDS 12 4 15⁄16 5 1⁄2 4 4 - 3⁄8"x4" 4 - 1⁄4"x21⁄2" 1430 1430 5610

LGUM28-3-SDS 12 4 15⁄16 7 1⁄4 4 6 - 3⁄8"x4" 6 - 1⁄4"x21⁄2" 2435 2435 8290

LGUM210-3-SDS 12 4 15⁄16 9 1⁄4 4 8 - 3⁄8"x4" 8 - 1⁄4"x21⁄2" 3575 3575 9715

QUADRUPLE 2x SIZES

LGUM26-4-SDS 12 6 9⁄16 5 7⁄16 4 4 - 3⁄8"x4" 4 - 1⁄4"x21⁄2" 1430 1430 5625

LGUM28-4-SDS 12 6 9⁄16 7 3⁄16 4 6 - 3⁄8"x4" 6 - 1⁄4"x21⁄2" 2435 2435 8335

LGUM210-4-SDS 12 6 9⁄16 9 3⁄16 4 8 - 3⁄8"x4" 8 - 1⁄4"x21⁄2" 3575 3575 9860

4x SIZES

LGUM46-SDS 12 3 5⁄8 4 7⁄8 4 4 - 3⁄8"x4" 4 - 1⁄4"x21⁄2" 1430 1430 5600

LGUM48-SDS 12 3 5⁄8 6 7⁄8 4 6 - 3⁄8"x4" 6 - 1⁄4"x21⁄2" 2435 2435 8260

LGUM410-SDS 12 3 5⁄8 8 7⁄8 4 8 - 3⁄8"x4" 8 - 1⁄4"x21⁄2" 3575 3575 9620

ENGINEERED WOOD & STRUCTURAL COMPOSITE LUMBER SIZES (Heavy Duty)

HGUM5.25-SDS 7 5 1⁄4

11to30

5 1⁄4 8 - 5⁄8"x5" 24 - 1⁄4"x21⁄2" 42302 61802 14965 16015

HGUM5.50-SDS 7 5 1⁄2 5 1⁄4 8 - 5⁄8"x5" 24 - 1⁄4"x21⁄2" 42302 61802 14940 16015

HGUM7.00-SDS 7 7 5 1⁄4 8 - 5⁄8"x5" 24 - 1⁄4"x21⁄2" 42302 61802 14770 16015

HGUM7.25-SDS 7 7 1⁄4 5 1⁄4 8 - 5⁄8"x5" 24 - 1⁄4"x21⁄2" 42302 61802 14740 16015

HGUM9.00-SDS 7 9 5 1⁄4 8 - 5⁄8"x5" 24 - 1⁄4"x21⁄2" 42302 61802 14545 16015

1. Uplift loads have been increased for wind or earthquake loading with no further increase is allowed.2. HGUM uplift loads for concrete applications are 5840 lbs. with a 4" min. distance to top of wall and 6960 lbs. with a 15" min. distance to top of wall.3. Minimum f'm = 1500 psi and f'c = 2500 psi.4. LGUM must be installed on minimum 6" thick wall and HGUM on minimum 8" thick wall. (Nominal values for CMU)5. Titen HD anchors may be installed into the head or bed joints.6. Simpson Strong-Tie Strong-Drive screws are permitted to be installed through metal truss plates as approved by the Truss Designer, provided the requirements of ANSI/TPI 1-2007 Sections 7.5.3.4 and 8.9.2 are met (pre-drilling required through the plate using a maximum of 5⁄32" bit).

HGUM with right flange concealed(See page 224 for reduction factors)

Masonry Connectors

LGUM/HGUM High Capacity Beam/Girder Hangers for Concrete/Masonry

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SDS 1⁄4"x2 1⁄2"

The new MBHU beam hanger provides a face-mounted solution for connecting beams to masonry or concrete walls. A non-welded, one-piece connector, the MBHU is suitable for solid sawn and engineered wood beams as well as trusses. Installation is simplified because the Titen HD® screw anchor and Strong-Drive® SDS screws are included with the hanger. Since the Titen HD anchor is installed after the wall is built, locating the anchor in the right spot is easier than with cast-in-place bolts.

MATERIAL: 10 gauge FINISH: Galvanized

INSTALLATION: (included).

Titen HD anchors. Note the following:

- Drill holes using drill bits equal in diameter to the specified Titen HD anchor.

- Holes shall be drilled 1⁄2" deeper than the specified Titen HD length (i.e. 5 1⁄2" for a 5" long Titen HD anchor)

- Caution: Oversized holes in the base material will reduce or eliminate the mechanical interlock of the threads with the base material and will reduce the anchor’s load capacity.

exterior applications.

and wall per jurisdictional requirements.


H

W

B

MBHU

SeriesModel

No.Ga

Dimensions (in.)

FastenersAllowable Loads

End of Wall / Outside CornerDF/SP

Allowable LoadsAway from Edge

DF/SP

CodeRef.

W H B

CMU/ Concrete

JoistCMU Concrete CMU/Concrete

Uplift3 Download Uplift Download Uplift Download

Titen HD® Anchors

SDS Screws

(160)(100/

115/125)(160)

(100/115/125)

(160)(100/

115/125)

MBHU3.56 10 3 9⁄16

9 1⁄4 to <143 1⁄2 2 - 3⁄4"x5" 12 - 1⁄4"x2 1⁄2"

1720 2440 2715 4190 2210 4005

F2414 to 18 1720 2440 2715 4190 3345 6065

MBHU5.50 10 5 1⁄29 1⁄4 to <14

3 1⁄2 2 - 3⁄4"x5" 12 - 1⁄4"x2 1⁄2"1720 2440 2715 4190 2210 4005

14 to 18 2175 3260 3485 6970 3345 6065

1. Uplift loads have been increased for wind or earthquake loading with no further increase allowed; reduce where other loads govern.2. Minimum CMU compressive strength f'm shall be 1500 psi and concrete compressive strength f'c shall be 2500 psi.3. Structural composite lumber (SCL) shall have a minimum specific gravity of 0.5.4. Allowable loads only apply to installation on 8" nominal grouted CMU walls, with minimum one horizontal #5 rebar located in the top course.5. Products shall be installed such that the Titen HD® anchors are not exposed to the weather.6. Allowable loads are based upon the tested ultimate load with a safety factor of 3.

11" min.

11 " min.

Minimum one horizontal #5 rebar located in top course


Minimum Load

(On end of wall)

Maximum Load

(Away from end or edge of wall)

Minimum Load

(End of wall face)

4" min.

Titen HD®

anchor


W W

4" min.

Installation at Outside Corner(Minimum Load)

Installation on End of Wall

(Minimum Load)

Installation Away from Edge of Wall(Maximum Load)

Typical MBHU Installation

"

1. Each MBHU hanger includes (2) 3⁄4"x5" Titen HD® anchors and (12) 1⁄4"x2 1⁄2" Strong-Drive® SDS screws.

Model No.

Dimensions

Width (W)(in.)

Height (H)(in.)

MBHU3.56/9.25KT 3 9⁄16 9 1⁄4

MBHU3.56/11.25KT 3 9⁄16 11 1⁄4

MBHU3.56/11.88KT 3 9⁄16 11 7⁄8

MBHU3.56/14KT 3 9⁄16 14

MBHU3.56/16KT 3 9⁄16 16

MBHU3.56/18KT 3 9⁄16 18

MBHU5.50/9.25KT 5 1⁄2 9 1⁄4

MBHU5.50/11.25KT 5 1⁄2 11 1⁄4

MBHU5.50/11.88KT 5 1⁄2 11 7⁄8

MBHU5.50/14KT 5 1⁄2 14

MBHU5.50/16KT 5 1⁄2 16

MBHU5.50/18KT 5 1⁄2 18

Titen HD® 3⁄4"x5" screw anchor

MBHU Masonry Beam Hangers

Masonry ConnectorsM

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Presloped at 5/12. Truss/Rafter Pitch of 3/12 to 7/12 is acceptable

H16(H16-2 similar)

HGAM10

HM9

1⁵⁄₈"

11⁵⁄₈"

3¹⁄₂"

5"

3"

H10S

The Hurricane Tie series features various configurations of wind and seismic ties for trusses and rafters.

The H10S provides a high capacity connection from truss/rafter to wall. Also suitable for wood-to-wood applications (see page 181).

The HM9 is designed to retrofit roof truss/rafters for block construction. The HM9 hurricane tie provides high uplift and lateral capacity using Simpson Strong-Tie® concrete fasteners.

The presloped 5/12 seat of the H16 provides for a tight fit and reduced deflection. The strap length provides for various truss heights up to a maximum of 13 1⁄2". Minimum heel height for H16 series is 4".

The new LTA2 is an embedded truss anchor for grouted CMU and concrete walls that develops high loads with shallow embedment. Designed for 2x4 minimum truss chords, the LTA2 resists uplift and lateral loads parallel and perpendicular to the wall with a minimum heel height requirement.FEATURES:

positioning close to rebar

parallel to the wall

helps avoid installation errorsMATERIAL: H Ties—see table; LTA2—18 gauge FINISH: Galvanized; see Corrosion Information, page 14-15.INSTALLATION

H Ties:® Titen® screws.

horizontal in the course.

LTA2:

embedded to the depth of the embedment line stamped on the part.

concrete or in the top course of grouted CMU.

the center of the wall. Minimum edge distance of 1 1⁄2" required.CODES: See page 13 for Code Reference Key Chart.

The MBHA is a single piece, non-welded connector available for solid sawn, truss and engineered wood products.

MATERIAL: 10 gauge

FINISH: Galvanized

INSTALLATION

OPTIONS: See Hanger Options, pages 215-224.


W

3¹⁄₄"

H

5⁵⁄₈"

SIMPSON

Strong-Tie®

MBHA

SIMPSON Strong-Tie®

From edge

to of bolt

Minimum one #5 rebar located in top course

eq. eq.

Typical MBHA Installation

Systems for Concrete and Masonry catalog (form C-SAS – see page 228 for details).5. MBHA hangers with height of 7 1⁄4" require a 3 1⁄2" minimum embedment of the face bolt using ET Epoxy-Tie adhesive. All thread rods to be 3⁄4" diameter, grade A307 or better.6. Additional anchorage products to be designed by others.7. Uplift loads are for Southern Pine. For Doug Fir use 3515 lbs.8. Table allowable loads were determined using test ultimate/3 or fastener calculation values.9. NAILS: 10d = 0.148" dia. x 3" long. See page 22-23 for other nail sizes and information.

1. ATR is all threaded rod.2. Minimum concrete strength f'c shall be 2500 psi. CMU shall have a minimum grout strength of 2500 psi with standard ASTM C90 units and type N or S mortar.3. Uplift loads have been increased 60% for wind or earthquake loading with no further increase allowed; reduce where other loads govern.4. Loads are based on installation using Simpson Strong-Tie® ET Epoxy-Tie® adhesive 6 3⁄4" minimum embedment required. All thread rods to be 3⁄4" diameter, grade A307 or better. Refer to the Simpson Strong-Tie® Anchoring and Fastening

Model No.

CLDimensions

W H

MBHA3.12/9.25 1 9⁄16 3 1⁄8 9 1⁄4

MBHA3.12/11.25 1 9⁄16 3 1⁄8 11 1⁄4

MBHA3.56/7.25 1 3⁄4 3 9⁄16 7 1⁄4

MBHA3.56/9.25 1 3⁄4 3 9⁄16 9 1⁄4

MBHA3.56/11.25 1 3⁄4 3 9⁄16 11 1⁄4

MBHA3.56/11.88 1 3⁄4 3 9⁄16 11 7⁄8

MBHA3.56/14 1 3⁄4 3 9⁄16 14

MBHA3.56/16 1 3⁄4 3 9⁄16 16

MBHA3.56/18 1 3⁄4 3 9⁄16 18

MBHA5.50/7.25 2 3⁄4 5 1⁄2 7 1⁄4

MBHA5.50/9.25 2 3⁄4 5 1⁄2 9 1⁄4

MBHA5.50/11.25 2 3⁄4 5 1⁄2 11 1⁄4

MBHA5.50/11.88 2 3⁄4 5 1⁄2 11 7⁄8

MBHA5.50/14 2 3⁄4 5 1⁄2 14

MBHA5.50/16 2 3⁄4 5 1⁄2 16

MBHA5.50/18 2 3⁄4 5 1⁄2 18

Model No.

Fasteners1Solid Concrete

Allowable LoadsDF/SP

Grouted CMU Allowable Loads

DF/SP Code Ref.Header

JoistUplift7

Maximum Down Load

Uplift7Maximum

Down LoadTop Face (160) (160)

MBHA 1-ATR3⁄44 1-ATR3⁄44 18-10d 3775 6050 3475 5330I20,

L16, F19MBHA models with H = 7 1⁄4

1-ATR3⁄44 1-ATR3⁄45 18-10d 1885 4380 1885 4380

H Seismic & Hurricane Ties / LTA2 Lateral Truss Anchor

Em

be

dm

en

t

Lin

e

4 "

7 "

3 "

3 "

1"

4 "Embedment

LTA2

Masonry Connectors

MBHA Masonry Hangers

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H Seismic & Hurricane Ties / LTA2 Lateral Truss Anchor

Masonry Connectors

F1

F2

11⁄2"

Min.

3 HM9 Attaching Truss to Masonry

1H16S Installed into Masonry

2HGAM10 Installed into Masonry

680 lbs. (DF/SP)530 lbs. (SPF)

F1

F2

#5 Rebar

Min.

LTA2 Perpendicular to Wall Installation

F1

F2

#5 RebarMin.

Flanges face inMin. edge distance = 1½"

LTA2 Parallel to Wall Installation

1. Loads have been increased for wind or earthquake loading with no further increase allowed. Reduce where other loads govern.2. Allowable loads are for one anchor. A minimum rafter thickness of 2 1⁄2" must be used when framing anchors are installed on each side of the joist and on the same side of the plate.3. The HM9KT and HGAM10KTA are kits with (20) HM9 and (10) HGAM10 connectors packaged with Simpson Strong-Tie® Strong-Drive® SDS screws and 2 1⁄4" and 2 3⁄4" Titen® screws, respectively. (1 3⁄4" Titen screws for concrete installations sold separately.)4. See page 159 for Titen screw information.

5. Table allowable loads were determined using test ultimate/3 or fastener calculation values.6. Products shall be installed such that the Titen screws and Titen HD® anchors are not exposed to the weather.7. HGAM10 F2 loads are for forces into the connector. See illustration 2 for loads away from the connector.8. LTA2 allowable uplift on SP is 1425 lbs. for perpendicular to wall installation and 1390 lbs. for parallel to wall installation.9. NAILS: 10dx1 1⁄2 = 0.148" dia. x 1 1⁄2" long, 8dx1 1⁄2 = 0.131" dia. x 1 1⁄2" long. See page 22-23 for other nail sizes and information.

Model No.

Ga W L

FastenersDF/SP

Allowable Loads1,2

SPF/HF Allowable Loads1,2

Code Ref.To

Rafters/ Truss

To CMU

To Concrete

Uplift4 Lateral (160)

Uplift4 Lateral (160)

(160) F1 F2 (160) F1 F2

HM9KT3 18 1 9⁄16 6 1⁄4 4-SDS 1⁄4"x1 1⁄2" 5-1⁄4x2 1⁄4 Titen 5-1⁄4x1 3⁄4 Titen 595 425 200 595 425 200F27

HGAM10KTA3 14 — — 4-SDS 1⁄4"x1 1⁄2" 4-1⁄4x2 3⁄4 Titen 4-1⁄4x1 3⁄4 Titen 850 1005 11057 610 725 7957

H10S 18 1 5⁄8 11 5⁄8 8-8dx1 1⁄2 2-3⁄8x4 Titen HD 2-3⁄8x4 Titen HD 1065 — — 915 — — IP1, F25

LTA2Perpendicular to Wall Installation

18 — — 10-10dx1 1⁄2 Embed Embed 12108 415 875 1015 415 735

F24LTA2Parallel to Wall Installation

18 — — 10-10dx1 1⁄2 Embed Embed 12108 950 220 1015 800 220

H16 18 1 5⁄8 18 3⁄4 2-10dx1 1⁄2 6-1⁄4x2 1⁄4 Titen 6-1⁄4x1 3⁄4 Titen 1470 — — 1265 — —

F26H16S 18 1 5⁄8 11 11⁄16 2-10dx1 1⁄2 6-1⁄4x2 1⁄4 Titen 6-1⁄4x1 3⁄4 Titen 1470 — — 1265 — —

H16-2 18 3 1⁄4 18 3⁄4 2-10dx1 1⁄2 6-1⁄4x2 1⁄4 Titen 6-1⁄4x1 3⁄4 Titen 1470 — — 1265 — —

H16-2S 18 3 1⁄4 11 11⁄16 2-10dx1 1⁄2 6-1⁄4x2 1⁄4 Titen 6-1⁄4x1 3⁄4 Titen 1470 — — 1265 — —

5¹⁄₈"

Typical H10S Installation

Moisture barrier not shown (Typ.)

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The embedded truss anchor series provides an engineered method to properly attach roof trusses to concrete and masonry walls. The products are designed with staggered nail patterns for greater uplift resistance. Information regarding the use of two anchors on single- and multi-ply trusses is included.

The TSS, a companion product of the META, provides a moisture barrier between the concrete and truss. The preassembled unit is riveted with no height adjustment.

The DETAL20 is a high capacity embedded truss anchor for attachment of single-ply trusses to concrete and masonry walls. It combines dual embedded anchors with a structural moisture-barrier seat that is partially embedded in the concrete or grout. This seat serves to protect the truss and also provides additional lateral and uplift capacity. The embedded anchors are pre-attached to the moisture barrier through slots that allow for a slight amount of adjustability, providing flexibility during installation to avoid rebar. The moisture-barrier seat includes tabs at each end for optional attachment to the form board in concrete tie-beam applications. MATERIAL: HHETA–14 gauge; HETA–16 gauge; HETAL–strap 16 gauge, truss seat 18 gauge; META–18 gauge; TSS–22 gauge; DETAL–16 gauge (Barrier–18 gauge)FINISH: Galvanized. Some products available in ZMAX® coating; see Corrosion Information, page 14-15.INSTALLATION See General Notes.

6" min. concrete beam or 8" nominal grouted block wall; HETAL is embedded 5 1⁄16"; DETAL is embedded 4 1⁄2".

of an 8" masonry bond beam or concrete tie beam. The moisture barrier seat bears on masonry face shell or concrete tie beam form boards; the two flanges embed into grout or concrete. The two embedded anchors shall be installed vertically into grout or concrete.

the truss using 6d commons.

than 1⁄8" but less than 1 1⁄2" from the face of the truss, a shim must be provided. Shim design by Truss Engineer. When gap is greater than 1 1⁄2", install new anchors.

where the straps overlap when wrapped over the truss heel.CODES: See page 13 for Code Reference Key Chart.

4"

Embedment

HETA20(HHETA similar)

5¹⁄₁₆"

Embedmen

t

HETAL

6" Min.

See note 9for edgedistance

Typical HETA20 Installation

4"

Embed

men

t

META with TSS

Model No.

W

TSS2 1 3⁄4

TSS2-2 3 1⁄8

TSS4 3 5⁄8

6" Min

.Typical META Installed with TSS


1. Loads have been increased for wind or seismic loading. Reduce where other loads govern. 2. Minimum f'c = 2500 psi. Minimum f'm = 1500 psi. 3. For simultaneous loads in more than one direction, the connector must be evaluated as described in Note e, page 18 under Instructions to the Designer. 4. Five nails must be installed into the truss seat of the HETAL. 5. Parallel-to-wall load towards face of HETAL is 1975 lbs. 6. It is acceptable to use a reduced number of fasteners provided that there is a reduction in uplift load capacity. See example on page 175. Lateral loads do not apply when fewer than 7 fasteners are used with the HETA and HHETA anchors or less than 6-16d or 7-10dx1 1⁄2 fasteners are used with the META anchor. 7. The HHETA allowable F1 load can be increased to 435 lbs. if the strap is wrapped over the truss and a minimum of 12 nails are installed. 8. Minimum spacing for multiple anchor installation is 2 times the embedment depth for full load. See Double Embedded Anchor Installation table on page 167 for loads on closer spaced anchors. 9. Minimum edge distance for HETA/META is 1 1⁄2" for concrete and 2" for masonry.10. NAILS: 16d = 0.162" dia. x 3 1⁄2" long, 10dx1 1⁄2 = 0.148" dia. x 1 1⁄2" long. See page 22-23 for other nail sizes and information.

Model No.

H

SP Uplift Load 160 Load Duration Increase Lateral Loads (160) Code

Ref.10dx1 1⁄2 16d

Quantity Load Quantity Load F1 F2

META12 8 7 1450 6 1450 340 725

F27

META14 Discontinued – See META12 and META16

META16 12 7 1450 6 1450 340 725

META18 14 7 1450 6 1450 340 725

META206 16 7 1450 6 1450 340 725

META22 18 7 1450 6 1450 340 725

META24 20 7 1450 6 1450 340 725

META40 36 7 1450 6 1450 340 725

HETA12 8 7 1520 7 1780 340 725

HETA16 12 9 1810 8 1810 340 725

HETA206 16 9 1810 8 1810 340 725

HETA24 20 9 1810 8 1810 340 725

HETA40 36 9 1810 8 1810 340 725

HHETA12 8 7 1565 7 1820 340 815

HHETA16 12 10 2235 9 2235 3407 815

HHETA206 16 10 2235 9 2235 3407 815

HHETA24 20 10 2235 9 2235 3407 815

HHETA40 36 10 2235 9 2235 3407 815

HETAL12 7 104 1085 104 1270 4155 1100

HETAL16 11 144 1810 134 1810 4155 1100

HETAL20 15 144 1810 134 1810 4155 1100

Single Embedded Anchor Installation#5 Rebar

(min.)

Straps may be installed straightor wrapped over to achieve listed loads

Typical DETAL Installation

DETAL20U.S. Patent 7,987,636

131/4"

41/2"Embedment

75/8"

21/2"

11 /2"


Masonry Connectors

META/HETA/HHETA/HETAL/DETAL/TSS Embedded Truss Anchors and Truss Seat Snap-In

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META/HETA/HHETA/HETAL/DETAL/TSS Embedded Truss Anchors and Truss Seat Snap-In

Masonry Connectors

MSTAM and MSTCM models are designed for wood to masonry applications.

The MSTC series has countersunk nail slots for a lower nailing profile.

FINISH: Galvanized. Some products are available in stainless steel or ZMAX® coating; see Corrosion Information, page 14-15.

INSTALLATION:

® screws is 1 1⁄2".


Top ofMasonry

MSTCM40(Other MSTCM

similar)

MSTAM/MSTCM Straps Ties

#5 Rebar

Min.

F2

F1

Typical Installation with two METAs


MSTAM36


Masonry Application

1. Loads include a 60% load duration increase on the fasteners for wind or earthquake loading.2. Minimum edge distance 1 1⁄2" using Titen® screws.3. Minimum f'm = 1500 psi and f'c = 2500 psi.4. Products shall be installed such that the Titen screws are not exposed to the weather.5. See page 159 for Titen screw information.6. NAILS: 16d Sinker = 0.148" dia. x 3 1⁄4" long, 10d = 0.148" dia. x 3" long. See page 22-23 for other nail sizes and information.

Model No.

Ga

Dimensions Fasteners (Total) Allowable Tension/Uplift LoadsCode Ref.W L Nails CMU Concrete

DF/SP SPF/HF

(160) (160)

MSTAM24 18 1 1⁄4 24 9-10d 5-1⁄4x2 1⁄4 Titen 5-1⁄4x1 3⁄4 Titen 1500 1500

F27MSTAM36 16 1 1⁄4 36 13-10d 8-1⁄4x2 1⁄4 Titen 8-1⁄4x1 3⁄4 Titen 1870 1870

MSTCM40 16 3 40 1⁄4 26-16d sinkers 14-1⁄4x2 1⁄4 Titen 14-1⁄4x1 3⁄4 Titen 4220 4220

MSTCM60 16 3 59 1⁄2 26-16d sinkers 14-1⁄4x2 1⁄4 Titen 14-1⁄4x1 3⁄4 Titen 4220 4220

See notes above.

Floor-to-Floor Clear Span Table

Model No.

Clear Span

Fasteners (Total) Allowable Tension/Uplift LoadsCode Ref.Nails CMU Concrete

DF/SP SPF/HF

(160) (160)

MSTAM36 16 or 18 7-10d 4-1⁄4x2 1⁄4 Titen 4-1⁄4x1 3⁄4 Titen 1400 1380

F27MSTCM40 16 or 18 14-16d sinkers 10-1⁄4x2 1⁄4 Titen 10-1⁄4x1 3⁄4 Titen 2800 2420

MSTCM60 22 1⁄4 26-16d sinkers 14-1⁄4x2 1⁄4 Titen 14-1⁄4x1 3⁄4 Titen 4220 4220

MSTCM60 26 1⁄4 20-16d sinkers 14-1⁄4x2 1⁄4 Titen 14-1⁄4x1 3⁄4 Titen 3840 3320

Double Embedded Anchor Installation

1¹⁄₂"Min.

Clear Span

Typical MSTAM36 Installation

1. Loads include a 60% load duration increase on the fasteners for wind or seismic loading. 2. Minimum f'c = 2500 psi. Minimum f'm = 1500 psi. 3. For simultaneous loads in more than one direction, the connector must be evaluated as described in Note e, page 18 under General Instructions for the Designer. 4. Install with spoons facing outward and straps spaced no more than 1⁄8" wider than the truss width. 5. The DETAL20 requires 6-10dx1 1⁄2" nails in the truss seat and 6-10dx1 1⁄2" nails into each strap. For all other models, install half of the required fasteners in each strap. 6. Lateral loads for META, HETA and HHETA anchors apply only to 2- or 3-ply applications with anchors spaced a minimum of 3" apart. For single-ply applications use lateral loads from the Single Embedded Anchor Installation table on page 166. DETAL lateral loads apply for single-ply application. 7. F1 lateral loads listed may cause an additional 1⁄16" deflection beyond the standard 1⁄8" limit where the straps are installed not wrapped over the heel as shown. 8. Two HHETA anchors may be installed in a concrete tie beam on a 2- or 3-ply truss with 2 fewer nails for an allowable uplift load of 3050 lbs. 9. Noted F1 lateral loads for the DETAL20 may cause an additional 1⁄32" deflection beyond the standard 1⁄8" limit.10. Single-ply trusses may use either 10dx1 1⁄2 or 16d nails with allowable loads limited to the single-ply column. 2- or 3-ply trusses shall use 16d nails.11. NAILS: 16d = 0.162" dia. x 3 1⁄2" long, 10dx1 1⁄2 = 0.148" dia. x 1 1⁄2" long. See page 22-23 for other nail sizes and information.

Model No.

Qty. Application

SP Uplift Load Capacity (160) Lateral Loads (160)6

Code Ref.

1 Ply 2 or 3 PlyF1 F2

Fasteners5 Load Fasteners5 Load

DETAL20 1CMU 18-10dx1 1⁄2 2480 — — 20009 1370

F27

Concrete 18-10dx1 1⁄2 2480 — — 2000 1505

META 2CMU 10-10dx1 1⁄2 1985 14-16d 1900 12107 1160

Concrete 10-10dx1 1⁄2 1985 14-16d 2565 12107 1160

HETA 2CMU 10-10dx1 1⁄2 2035 12-16d 2500 12257 1520

Concrete 10-10dx1 1⁄2 2035 12-16d 2700 12257 1520

HHETA 2CMU 10-10dx1 1⁄2 2035 12-16d 2500 12257 1520

Concrete 10-10dx1 1⁄2 2035 14-16d8 3350 12257 1520

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1. Loads have been increased for wind or earthquake loading with no further increase allowed. Reduce where other loads govern.2. Twist straps do not have to be wrapped over the truss to achieve the allowable load.3. Minimum edge distance for Titen screw is 1 1⁄2".4. See page 159 for Titen screw information.5. Table allowable loads were determined using test ultimate/3 or fastener calculation values.6. Products shall be installed such that the Titen screws are not exposed to the weather.7. Minimum f'm = 1500 psi and f'c = 2500 psi.8. Lateral loads apply when on the wall side Titen screws are installed into the first four hexagonal holes from the bend line and on the truss/rafter the first seven nail holes near the bend line are filled. Any other fasteners required can be installed in any open hole. 9. NAILS: 10d = 0.148" dia. x 3" long, 10dx1 1⁄2 = 0.148" dia. x 1 1⁄2" long. See page 22-23 for other nail sizes and information.

MTSM16(HTSM16 similar)

The MTSM and HTSM offer high strength truss to masonry connections.

MATERIAL: MTSM–16 gauge; HTSM–14 gauge

FINISH: Galvanized. See Corrosion Information, page 14-15.

INSTALLATION:

® screws.

with a minimum one #5 rebar horizontal.


Moisture barrier

not shown

1¹⁄₂"Min.

F1

F2

Typical MTSM20

Installation

HTSM20(MTSM20 similar)

Model No.

L

Fasteners2 DF/SP Allowable Uplift Loads1

SPF/HF Allowable Uplift Loads1

Allowable LateralLoads (DF/SP/SPF/HF) Code

Ref.Truss CMU Concrete

10d 10dx1 1⁄2 10d 10dx1 1⁄2 F1 F2

(160) (160) (160) (160) (160) (160)

MTSM16 16 7-10d 4-1⁄4x2 1⁄4 Titen 4-1⁄4x1 3⁄4 Titen 860 860 750 750

2358 908 F27MTSM20 20 7-10d 4-1⁄4x2 1⁄4Titen 4-1⁄4x1 3⁄4 Titen 860 860 750 750

HTSM16 16 8-10d 4-1⁄4x2 1⁄4 Titen 4-1⁄4x1 3⁄4 Titen 1175 1175 1020 1020

HTSM20 20 10-10d 4-1⁄4x2 1⁄4Titen 4-1⁄4x1 3⁄4Titen 1175 1175 1020 1020

Typical HGT-2 Installation into Concrete

Install a

minimum

of 6-10d

nails into

the face

Moisture

barrier

not shown

#5 Rebar

Min.

3" Min.

1¹⁄₄"

Typical MGT Installation

The MGT and HGT series are girder tie downs for moderate to high load applications that are typically installed prior to roof sheathing. The MGT wraps over the heel and is anchored on one side of the truss. The HGT straddles the heel and anchors on both sides of the truss. The HGT is field adjustable, making it suitable for trusses with top chord slopes up to 8/12. The HGT is available in sizes for 2-, 3- and 4-ply widths.

MATERIAL: MGT—12 gauge; HGT—7 gauge

FINISH: MGT— Galvanized; HGT—Simpson Strong-Tie® gray paint

INSTALLATION

required and must be fastened to act as one unit.

horizontal in the top lintel block.

CODES: See page 13 for Code Reference Key Chart.3³⁄₄"

MGT

1. Attached members must be designed to resist applied loads.2. Minimum f'm = 1500 psi and f'c = 2500 psi.3. To achieve the loads listed for the MGT and HGT, anchorage into a 8" wide concrete tie-beam or grouted and reinforced CMU tie-beam can be made using Simpson Strong-Tie® SET Epoxy-Tie® adhesive with a minimum embedment depth of 12". Vertical reinforcement may be required to transfer the loads per Designer.4. Allowable loads have been increased for wind or earthquake loading with no further increase allowed; reduce where other loads govern.5. The MGT can be installed with straps vertical for full table load provided all specified nails are installed to either a solid header or minimum double 2x6 web.6. Table allowable loads were determined using tested lowest ultimate/3 or fastener calculation values.7. NAILS: 10d = 0.148" dia. x 3" long. See page 22-23 for other nail sizes and information.

Model No.

W

O.C. Dim

Between Anchors

Fasteners DF/SP Allowable

Uplift Loads (160)

SPF/HF Allowable

Uplift Loads (160)

Code Ref.Concrete/

CMUGirder

MGT 3 3⁄4 — 1-5⁄8 22-10d 3965 3330 F26

HGT-2 3 5⁄16 5 3⁄4 2- 3⁄4 16-10d 10980 6485I20,F19

HGT-3 4 15⁄16 7 3⁄8 2- 3⁄4 16-10d 10530 9035

HGT-4 6 9⁄16 9 2- 3⁄4 16-10d 9250 9250

MGT/HGT Girder Tiedowns

HGT-2(HGT-3 and

HGT-4 similar)

MTSM/HTSM Twist Straps

Masonry ConnectorsM

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FGTR/LGT/VGT Retrofit Girder Tiedowns

Masonry Connectors

Typical FGTR Double Installation

16" Min.from end

of wall

16" Min.from end

of wall

Shaded cellsgrouted and

reinforced perDesigner (min.)

InstallTiten HD’sin everyother holeon the part

4" Min.

The LGT, VGT and FGTR products are moderate to high load capacity girder tie-downs for new or retrofit applications.

LGT connectors provide a low profile connection to the wall for easy installation of drywall. Simple to install and can be installed on the inside or outside of the wall.

The Variable Girder Tiedown (VGT) is a higher capacity alternative to the LGT and MGT for girder trusses. It attaches with Simpson Strong-Tie® Strong-Drive® screws (SDS) to the side of truss and features a predeflected crescent washer that allows it to accommodate top chord pitches up to 8/12. The VGT is also available with one flange concealed for attachment to trusses with no tail.

The Face Mount Girder Tie-Down (FGTR) is a non-pitch specific girder tiedown that offers the highest uplift capacity for retrofit applications. The FGTRHL/R is designed for corner hip applications.MATERIAL: VGT—7 gauge; LGT2—14 gauge; LGT3/LGT4—12 gauge; FGTR—Straps: 7 gauge, Plate: 3 gaugeFINISH: VGT, LGT—Galvanized; FGTR—Powder CoatedINSTALLATION

® screws shall have hex heads.

to a grouted and reinforced block wall or a reinforced concrete wall designed by others to transfer the high concentrated uplift loads to the foundation.

VGT/FGTR:

Screw holes are configured to allow for double installation on a two-ply (minimum) truss.

The product can be installed in a single application or in pairs to achieve a higher uplift capacity.

to transfer the loads.

filled to achieve the catalog loads. The first Titen HD® anchor 1⁄2"x5" (THD) shall be installed a minimum of 4" from the top of the wall. Fasteners shall not be installed in adjacent holes. VGT—When installed on trusses with no overhangs, specify VGTR/L.

VGT—Install washer component (provided) so that top of washer is horizontal as well as parallel with top of wall.OPTIONS: LGT3 is available with reduced widths of W = 4 13⁄16" – order as LGT3N-SDS2.5.CODES: See page 13 for Code Reference Key Chart.

FGTRHL Installation (FGTRHR similar)

Moisture barrier not shown

(Typ.)

16" Min.from endof wall

16" Min.from end

of wall

Shaded cellsgrouted and

reinforced perDesigner (min.)

InstallTiten HD’sin everyother holeon the part

4" Min.

Typical FGTR Single Installation

Typical LGT2 Installation into Masonry (LGT3 similar)

LGT2

4"

Typical VGT Installation

Model No. Qty.No. ofPlies

Fasteners Allowable Uplift Load (160) Code Ref.To Girder To Wall DF/SP SPF/HF

LGT2 1 2 ply 16-16d Sinker 7-1⁄4x2 1⁄4 Titen11 2150 1850

F26

LGT3-SDS2.5 1 3 ply 12-SDS 1⁄4"x2 1⁄2" 4-3⁄8x5 Titen HD 3285 2365

LGT4-SDS3 1 4 ply 16-SDS 1⁄4"x3" 4-3⁄8x5 Titen HD 3285 2365

VGT

1 2 ply min. 16-SDS 1⁄4"x3" 1-5⁄82 4940 3555

22 ply min. 32-SDS 1⁄4"x3" 2-5⁄82 7185 5175

3 ply min. 32-SDS 1⁄4"x3" 2-5⁄82 8890 6400

VGTL/R1

2 ply min.16-SDS 1⁄4"x3" 1-5⁄82 2230 1605

2 32-SDS 1⁄4"x3" 2-5⁄82 5545 3990

FGTR1

2 ply min.18-SDS 1⁄4"x3" 2-1⁄2x5 Titen HD 5000 3600

F272 36-SDS 1⁄4"x3" 4-1⁄2x5 Titen HD 9400 6770

FGTRHL/R 1 2 ply min. 18-SDS 1⁄4"x3" 2-1⁄2x5 Titen HD 3850 2770

1. Allowable loads have been increased 60% for wind or earthquake loading with no further increase allowed; reduce where other loads govern.2. To achieve the loads listed for the VGT single and double connector options, anchorage into a 8" wide concrete tie-beam or grouted and reinforced CMU tie-beam can be made using Simpson Strong-Tie® SET Epoxy-Tie® adhesive with a minimum embedment depth of 12", a minimum end distance of 12" and centered in the 8" member. Vertical reinforcement may be required to transfer the loads per Designer.3. Minimum concrete strength f'c shall be 2500 psi. CMU shall have a minimum grout strength of 2500 psi with standard ASTM C90 units and type N or S mortar.4. FGTR—Minimum edge distance for Titen HD anchor is 4".5. FGTR—Titen HD anchors should be spaced in every other hole on the part.6. FGTR—The Titen HD anchors and SDS screws are provided with the part.

7. LGT2—F1 load = 700, F2 load = 170. 8. See page 159 for Titen screw information. 9. Table allowable loads were determined using tested lowest ultimate/3 or fastener calculation values.10. Products shall be installed such that the Titen screws and Titen HD anchors are not exposed to the weather.11. For concrete wall applications use 1⁄4x1 3⁄4 Titen screws.12. Simpson Strong-Tie® Strong-Drive® screws are permitted to be installed through metal truss plates as approved by the Truss Designer, provided the requirements of ANSI/TPI 1-2007 Sections 7.5.3.4 and 8.9.2 are met (pre-drilling required through the plate using a maximum of 5⁄32" bit).13. NAILS: 16d Sinker = 0.148" dia. x 3 1⁄4" long. See page 22-23 for other nail sizes and information.

TOP I

TOP I

FGTRPatent

Pending

3"

3¹⁄₂"4¹⁄₄"

3¹⁵⁄₁₆"

2³⁄₄"

C = 1⁷⁄₈"L

VGTU.S. Patent

Pending

LGT3-SDS2.5(LGT4-SDS3 similar)

LGT3 = 4⁵⁄₈"

LGT4 = 6¹⁄₄"

LGT3 = 14¹³⁄₁₆"

LGT4 = 15⁵⁄₁₆"

LGT3 = 10"LGT4 = 12⁵⁄₈"

LGT3 = 5"LGT4 = 6⁹⁄₁₆"(See Options)

LGT3 = 4¹⁄₈"LGT4 = 4³⁄₈"

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The CCQM/CCTQM/ECCLQM embedded column caps are designed for use in raised pier foundations and applications where heavy timbers rest on concrete or concrete block columns. The heavy-gauge beam seats and unique SSTB-style anchor bolts provide the high uplift and lateral resistance needed to help resist high wind events. The new ECCLQMD is a variation that incorporates an additional seat to support a third member at the corner connection. Framing is fastened with Simpson Strong-Tie® Strong-Drive® SDS wood screws (included) that install with no pre-drilling and feature a corrosion-resistant double barrier coating. CCQM – Intended for use along a floor support beam and non-corner locations. CCTQM – Also for use along a floor support beam and non-corner locations with a side bucket that accommodates intermediate support beams coming at 90 degrees. ECCLQM-KT – Intended for use at the corners with MSTQM straps to make the connection from the ECCLQM to the wall framing above. ECCLL/RQMD-KT – Ideal for applications where a member is needed off the corner of the structure, such as a deck joist/beam.MATERIAL: Column caps—7 gauge; strap (MSTQM)—12 gauge FINISH: Column caps—Hot-dip galvanized or Simpson Strong-Tie® gray paint; strap (MSTQM) = galvanized (ZMAX®)INSTALLATION

OPTIONS: 1⁄4" to 5 1⁄2") and add an “X” to the end of the core model name. Example: CCTQM5.50X-SDSG, W3 = 3 5⁄8".CODES: See page 13 for Code Reference Key Chart.

Model No.

No. of SDS 1⁄4"x2 1⁄2"

Screws

16" Square Grout-Filled CMU Pier3,6

16" Square CMU Shell Filled with 3000 psi Concrete3,7

Deck Joist Connection

CodeRef.

Uplift (160)Lateral (160)

Uplift (160)Lateral (160)

Download UpliftMain Beam

Side Beam

Deck Beam

Main Beam

Side Beam

TotalMain Beam

Side Beam

Total

CCQM-SDSHDG 12 — — 6750 — 6750 2460 6855 — 6855 2770 — —

F24CCTQM-SDSG 12 8 — 6750 5375 6750 2460 6855 6720 6855 2770 — —

ECCLQMG-KT8 16 16 — 6240 6240 7300 2220 6240 6240 8260 2680 — —

ECCLQMDG-KT 16 16 6 6240 6240 7300 2220 6240 6240 8260 2680 5475 2010

1. The allowable loads have been increased for wind or earthquake loading with no further increase allowed.2. Total uplift load and lateral load is based on tested anchor failure in the pier.3. Allowable loads are based on either a 16" square grout-filled CMU pier with f'm of 1500 psi or a 16" square CMU shell filled with 3000 psi concrete. A minimum of (4) #7 vertical rebars are required. The Designer shall design and detail the CMU/concrete pier to resist all forces including uplift, shear, and moment.4. Pier height per Designer.5. Side beam and main beam uplift loads assume DF members and are not additive.

6. The allowable loads listed for grout-filled CMU apply to solid concrete piers of 2500 psi concrete a minimum of 16" square.7. The allowable loads listed for CMU shell-filled with 3000 psi concrete apply to solid concrete piers of 3000 psi concrete a minimum of 12" square.8. The ECCLQM-KT is a kit packaged with (2) MSTQM straps and (32) SDS 1⁄4" x 2 1⁄2" screws. One strap may be installed on each face of the ECCLQM (as shown), using the SDS screws into the beams and 26-16dx2 1⁄2" nails (not provided) into the wall framing. The MSTQM strap’s allowable tension load is 6240 lbs.

These products feature additional corrosion protection.

7"

12"

11"

107⁄8"

W1

CCQM

7"

7"

12"

11½"

W3

W1

8"

L2

ECCLQM

Model No.

Main Channel Width (W1)

Side Stirrup Width (W3)

Main Channel Length

(L1)

Side Channel Length

(L2)

CCQM3.62-SDSHDG 3 5⁄8 — 11 —

CCQM4.62-SDSHDG 4 5⁄8 — 11 —

CCQM5.50-SDSHDG 5 1⁄2 — 11 —

CCTQM3.62-SDSG 3 5⁄8 3 5⁄8 11 1⁄2 4

CCTQM4.62-SDSG 4 5⁄8 4 5⁄8 13 1⁄2 4

CCTQM5.50-SDSG 5 1⁄2 5 1⁄2 13 1⁄2 4

ECCLQM3.62G-KT1 3 5⁄8 3 5⁄8 11 1⁄2 7 3⁄4

ECCLQM4.62G-KT1 4 5⁄8 4 5⁄8 11 1⁄2 7 3⁄4

ECCLQM5.50G-KT1 5 1⁄2 5 1⁄2 11 1⁄2 7 3⁄4

ECCLLQMD3.62G-KT 3 5⁄8 3 5⁄8 16 1⁄2 7 3⁄4

ECCLRQMD3.62G-KT 3 5⁄8 3 5⁄8 16 1⁄2 7 3⁄4

ECCLLQMD4.62G-KT 4 5⁄8 4 5⁄8 16 1⁄2 7 3⁄4

ECCLRQMD4.62G-KT 4 5⁄8 4 5⁄8 16 1⁄2 7 3⁄4

ECCLLQMD5.50G-KT 5 1⁄2 5 1⁄2 16 1⁄2 7 3⁄4

ECCLRQMD5.50G-KT 5 1⁄2 5 1⁄2 16 1⁄2 7 3⁄4

1. The MSTQM strap is a component of the ECCLQM kits. It is 12 ga. (0.101"); 3" wide and 48" long.

Dimensions

7"

12"

L1

107⁄8"

W3 W1

L2

CCTQM

CCQM/CCTQM/ECCLQM/ECCLQMD Column Caps for CMU and Concrete Piers

Masonry Connectors

Strong-Drive® 1⁄4"x2 1⁄2" SDS

Screw(included)

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W3

12"

16½"

W1 L2

ECCLLQMDG-KT

MSTQM(Included)

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Typical ECCLQM Installation

Min. (4) #7 vertical rebar (total for pier)

Typical CCQM Installation


Typical CCTQM Installation


CCQM/CCTQM/ECCLQM/ECCLQMD Column Caps for CMU and Concrete Piers

Masonry Connectors

Typical ECCLRQMD-KT Installation

3000 psiconcrete

#7 rebar(4 total)

16" Nominal

11⁄2"

16"Nominal

16" Square CMU Pilaster Filled

with 3000 psi Concrete

(Plan View)

16" Nominal

16"Nominal

Grout(typ.)

#7 rebar(4 total)

16" Square

Grout-Filled CMU

(Plan View)

8"

8"

16" 16"

#7 rebar (7⁄8, O)(typ.)

Pierheight

perDesigner

16" Square Grout-Filled CMU

8"

16" 16"

#7 rebar (⅞, O)(typ.)

Pierheight

perDesigner

16" Square CMU Pilaster Filled

with 3000 psi Concrete

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WM/WMI/WMU Hangers - EBS Building Supplies - Design … · WM/WMI/WMU Hangers 12 Ga. Top Flange 7"...

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