plates shall not be used. Members shall be accurately spaced to assure
proper fitting of panels. As erection progresses, the work shall be
securely fastened to resist the dead load and wind and erection stresses.
Supports for electric overhead traveling cranes shall be positioned and
aligned in accordance with CMAA 70. Clean surfaces to receive the mortar
and thoroughly moisten immediately before placement of mortar. Water cure
exposed surfaces of mortar with wet burlap for 7 days.
3.2.2.1
Field Welding
Steel, AWS D1.1/D1.1M.
Aluminum, AA 30.
3.2.2.2
Field Bolting
AISC S329. Improper or mislocated bolt holes in structural members or
other misfits caused by improper fabrication or erection, shall be repaired
in accordance with AISC Pub No. S303. Concrete work is specified in
[Section 03300A CAST-IN-PLACE STRUCTURAL CONCRETE][Section 03300N
CAST-IN-PLACE CONCRETE]. Anchor bolts shall be accurately set by template
while the concrete is in a plastic state.
3.2.3
Wall Construction
Apply panels [in the longest obtainable lengths] [full wall heights from
base to eave with no horizontal joints except at the junctions of door
frames, window frames, louver panels, and similar locations]. Lay side
laps away from the prevailing winds. Seal side and end laps with the joint
sealing material recommended by the manufacturer. Flash or seal walls at
the base, at the top, around windows, door frames, framed louvers, and
other similar openings. Flashing will not be required where approved
"self-flashing" panels are used. Minimum end laps for all types of panels
shall be 64 mm 2 1/2 inches. Minimum side laps for all types of panels
shall be one corrugation, one configuration, or an interlocking joint.
Install liner panels to [height indicated] [[_____] mm[_____] feet above
finished floor].
3.2.4
Roof Construction
**************************************************************************
NOTE: If full length roofing panels are desired,
ensure availability in the length required for the
building. Normally, panels are not available for
buildings over 18 m 60 feet in width.
**************************************************************************
Apply the roofing panels in [the longest lengths obtainable with end laps
occurring only at structural members] [full lengths from ridge [or ridge
panel] to eaves] [top eave to bottom eave on shed roofs] with no transverse
joints except at the junction of ventilators, curbs, light transmitting
roof panels, chimneys, and similar openings. Lay side laps away from the
prevailing wind, and seal side and end laps with joint sealing material.
Flash and seal the roof at the ridge, at eaves and rakes, at projections
through the roof, and elsewhere as necessary. Minimum side lap shall be
[one corrugation, configuration, or interlocking rib] [except] [1 1/2
corrugations for standard corrugated sheets]. [End laps shall not be less
than 150 mm 6 inches and shall occur only over purlins.]
SECTION 13120
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