Page 117 of Wood Construction Connectors 2006 Catalog by Simpson Strong-Tie
118
Engineered Wood Structural Composite Lumber Connectors
PAI/MPAI Purlin Anchors
PAI
PAI Purlin to Concrete Wall
(MPAI similar)
Model
No.
L
Fasteners
Allowable Loads
Masonry
Concrete
Masonry
Concrete
(133)
(160)
(133)
(160)
Maximum Capacity
PAI18
18
10-10dx1
12-10dx1
1255
1505
1505
1805
2, 40,
121
2, 40,
121
2, 40,
121
PAI23
23
15-10dx1
17-10dx1
1880
2255
2130
2560
PAI28
29
21-10dx1
23-10dx1
2630
2815
2885
3460
PAI35
35
26-10dx1
29-10dx1
2815
2815
3635
3685
MPAI32
32
16-10dx1
1960
2355
MPAI44
44
24-10dx1
2865
2865
1 LVL and 3x Ledger
PAI18
18
8-10dx1
10-10dx1
1000
1205
1255
1505
PAI23
23
13-10dx1
15-10dx1
1630
1955
1880
2255
PAI28
29
19-10dx1
21-10dx1
2380
2815
2630
3160
PAI35
35
24-10dx1
27-10dx1
2815
2815
3385
3685
MPAI32
32
16-10dx1
1960
2355
MPAI44
44
24-10dx1
16-10dx1
24-10dx1
2865
2865
1960
2355
2865
2865
16-10dx1
24-10dx1
1960
2355
2865
2865
4x Ledger
PAI18
18
7-10dx1
9-10dx1
875
1055
1130
1355
PAI23
23
12-10dx1
14-10dx1
1505
1805
1755
2105
PAI28
29
18-10dx1
20-10dx1
2255
2705
2505
3010
PAI35
35
23-10dx1
26-10dx1
2815
2815
3260
3685
MPAI32
32
16-10dx1
16-10dx1
1960
2355
MPAI44
44
24-10dx1
24-10dx1
2865
2865
1960
2355
2865
2865
Code
Ref.
Wood-to-concrete and -concrete block connectors that satisfy code requirements.
The PAs dual embedment line allows installation in concrete or concrete block.
MATERIAL: MPAI 14 ga; PAI 12 ga.
FINISH: Galvanized. Some products available HDG or Z-MAX.
INSTALLATION: Minimum concrete strength is 2000 psi.
Use all specified fasteners; some models have extra fastener holes.
See General Notes. Wood splitting may occur when anchor is nailed to wood less than 3 wide.
To reduce splitting for widths less than 3 ", fill every other nail hole with
10dx1 nails. Reduce the allowable load based on the size and quantity
of fasteners used. (See nail table on page 16-17.)
PAI is designed for wood I-joists. Nail spacing is for 10dx1 nails 3" on
center, to minimize the chance of wood splitting. Maximum ledger width for
full loads is 1 ".
EDGE DISTANCE Minimum concrete edge distance is 5". Minimum concrete block
left-to-right edge distance is 20".
CONCRETE BLOCK WALLS The masonry embedment line on PAI, MPAI allows for
4" of grout embedment in a standard 8" concrete masonry unit. The minimum
wall specifications are: one 4 vertical rebar, 32" long, at 32" o.c.; two courses
of block above and below the anchor; a horizontal bond beam with two 4
rebars, 40" long, a maximum of two courses above or below the anchor; all
cells grouted with 2000 psi aggregate grout. Grout shall be vibrated per
the 1997 UBC section 2104.6.2.
OPTIONS: See LTT and HTT Tension Ties.
CODES: See page 12 for Code Listing Key Chart.
1. Allowable loads have been increased 33% and 60% for earthquake or wind
loading with no further increase allowed; reduce where other loads govern.
2. Allowable loads are for a horizontal installation into the side of a concrete
or masonry wall.
3. NAILS: 10dx1 0.148" dia. x 1 long.
See page 16-17 for other nail sizes and information.
MPAI
The UBC Section 1633.2.8 and IBC 1620.2.1 state:
Diaphragm to wall anchorage using embedded straps shall
have the straps attached to or hooked around the reinforcing
steel, or otherwise terminated to effectively transfer forces
to the reinforcing steel.
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