Sturd-i-floor 32 oc and 48 oc – Georgia-Pacific APA Engineered Wood Construction Guide - Floors User Manual

Page 7

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Floor Construction

ENGINEERED WOOD CONSTRUCTION GUIDE

FORM NO. E30V

© 2011 APA – THE ENGINEERED WOOD ASSOCIATION

WWW.APAWOOD.ORG

34

Sturd-I-Floor 32 oc and 48 oc

Install APA RATED STURD-I-
FLOOR 48 oc or 32 oc panels

over 2x joists or I-joists spaced

32 inches on center (Figure 2).

Install APA RATED STURD-I-
FLOOR 48 oc over 4x girders

48 inches on center (Figure 3).

For the 48 oc method, supports
may be 2x joists spiked together,

4x lumber, glued laminated tim-

ber (glulams), lightweight steel
beams, or wood I-joists or floor
trusses. Girders of doubled 2x
members should have top edges
flush to permit smooth panel
end joints.

For a low profile with supports

48 inches on center, beams can

be set in foundation pockets or
on posts sup ported by footings
so that panels bear directly on
the sill. If 4x lumber girders are
used, they should be air dried
and/or set higher than the sill
to allow for shrinkage.

In some applications, partic-
ularly in hallways and other
heavy traffic areas, greater

stiffness in the floor may be
desirable. Modifications to the

48-inch framing system, such as

addition of straight or diagonal
blocking, will increase stiffness
considerably.

Stagger end joints

APA RATED STURD-I-FLOOR

32 oc or 48 oc

2x rim joist

or APA Rim

Board

1/8" spacing is

recommended at all edge

and end joints unless otherwise

indicated by panel manufacturer

Tongue-and-

groove joints

(or block edges)

Joists 32" o.c.

(2x10s typical)

Notes:

1. Provide

adequate

moisture control

and use ground

cover vapor

retarder in crawl

space. Panels must

be dry before applying

finish floor.

2. For buildings with wood or steel

framed walls, provide 3/4" temporary

expansion joints with separate floor framing

members and discontinuous wall plates over the

joints, at intervals that limit continuous floor areas to

80 feet maximum in length or width, to allow for accumulated

expansion during construction in wet weather conditions.

Refer to

APA Technical Note: Temporary Expansion Joints

for Large Buildings, Form U425

, for detailed information.

Center girder

2x treated

sill

Framing anchors

(or 2x2 ledger)

FIGURE 2

APA RATED STURD-I-FLOOR 32 oc AND 48 oc

(Over Supports 32" o.c.)

Strength axis

APA RATED

STURD-I-FLOOR 48 oc

2x rim joist or

APA Rim Board

1/8" spacing is

recommended at all edge

and end joints unless

otherwise indicated by

panel manufacturer

Tongue-and-groove

joints (or block edges)

4x girder

(or double 2x

connected together)

2x treated

sill

4x4 post

12" min.

FIGURE 3

APA RATED STURD-I-FLOOR 48 oc

(Over Supports 48" o.c.)

Strength axis

Notes:

1. Provide

adequate

moisture control

and use ground

cover vapor retarder

in crawl space. Panels

must be dry before applying

finish floor.

2. For buildings with wood or steel

framed walls, provide 3/4" temporary

expansion joints with separate floor framing

members and discontinuous wall plates over the

joints, at intervals that limit continuous floor areas to 80

feet maximum in length or width, to allow for accumulated

expansion during construction in wet weather conditions. Refer

to

APA Technical Note: Temporary Expansion for Large Buildings,

Form U425

, for detailed information.

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