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B |
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D |
E |
F |
G |
H |
I |
1 |
Label |
APA
Rated Sheathing
[1][2][4][12][13] |
Nail
Size & Spacing @ Edges
[4][5] |
Stud
& Blocking Size @ Adjoining Edges
[3][6][14] |
Rim
Joist or block connection to top plate
[7][8] |
2
X Bottom Plate Attachment |
Sill
Plate Attachment |
PLF
Capacity |
2 |
Anchor
Bolt to Concrete Below
[10][15] |
Sill
Plate Size @ Foundation [11] |
3 |
Nailing
To Wood Below
[9] |
4 |
5 |
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6 |
W6 |
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7 |
W4 |
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8 |
W3 |
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9 |
W2 |
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10 |
2W4 [2] |
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11 |
2W3 [2] |
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12 |
2W2 [2] |
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13 |
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14 |
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15 |
Required
Notes |
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16 |
[1] Install panels
either horizontally or vertically |
17 |
[2] Where sheathing
is applied on both sides of wall, panel edge joints on 2x framing shall
be staggered so that joints on the opposite sides are not located on
the same studs. |
18 |
[3] Blocking is required
at all panel edges |
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19 |
[4] Provide shear
wall sheathing and nailing for the entire length of the walls indicated
on the plans. Ends of full height walls are designated by
exterior of the building, corridors, windows, or doorways or as designated
on plans. See plans for holdown requirements. (Alternate
note: walls designated as perforated shearwalls require sheathing above
and below all openings) |
20 |
[5] Sheathing edge
nailing is required at all holdown posts. Edge nailing may also
be required to each stud used in built-up holdown posts. Refer
to the holdown details for additional information. |
21 |
[6] Intermediate
framing to be with 2x minimum members. Field nailing 12"
O.C. |
22 |
[7] Based on 0.131
x 1-1/2" long nails used to attach framing clips directly to framing.
Use 0.131 x 2-1/2" nails where installed over sheathing |
23 |
[8] Framing clips:
A35 or LTP5 or approved equivalent |
24 |
[9] Where plate attachment
specifies (2) rows of nails, provide double joist, rim or equal. Attach
per details. |
25 |
[10] (in Seismic
Design Categories D,E&F) Anchor bolts shall be provided with
steel plate washers 3/16"x2"x2". Embed anchor bolts 7"
minimum into the concrete. |
26 |
[11] Pressure treated
material can cause excessive corrosion in the fasteners. Provide
hot-dipped galvanized (electro-plating is not acceptable) nails
and connector plates (framing angles, etc.) for all connectors in contact
with pressure treated framing members. . |
27 |
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28 |
Alternate
Notes |
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29 |
[12] 7/16" APA
rated sheathing (OSB) may be used in place of 15/32" sheathing
provided that all studs are spaced at 16" O.C. |
30 |
[13] Where wood sheathing
(W) is applied over gypsum sheathing (G), contact the engineer of record
for alternate nailing requirements. |
31 |
[14] At adjoining
panel edges, (2) 2x studs nailed together may be used in place of a
single 3x stud. Double 2x studs may be connected together by nailing
the studs together with 3" long nails of the same spacing and diameter
as the plate nailing. |
32 |
[15] Contact the
engineer of record for adhesive or expansion bolt alternatives to cast-in-place
anchor bolts. (special inspection may be required) |
33 |
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