adversely affect the use of the building.
Drawings will show roof slope. Drawings will show
required width and length dimensions from inside
face of wall covering; minimum inside clear
dimensions; size, type, and number of windows,
doors, louvers, ventilators, and skylight panels;
hardware requirements, if not scheduled in the
specifications, including requirements for door
weather stripping and thresholds; and other
information as required to supplement the
specifications.
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Provide building with vertical walls and [gable] [single-slope] roof.
Building shall be [single-span] [single-span or multiple-span] structures
with one of the following framing systems: self-framing, column with
single-span or continuous trusses, continuous beam frames, column with
rigid frame, or rigid frame type, similar to AISC S335, Type I
construction. End walls shall be of [rigid frame] [beam and column
design]. Roof slope shall be a minimum of 1 to 24 [to a maximum of
[_____]]. [Roof slope greater than that indicated may be furnished if the
required materials are provided and appropriate drawings are submitted and
approved.] Design framed openings structurally.
1.2.1.4
Foundation Requirements
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NOTE: The following paragraph is intended to be a
synopsis of the foundation report, and will be
supplemented with additional data as required.
Coordinate with paragraph DESIGN ANALYSIS.
When dealing with soil, a larger factor of safety is
used. Unlike steel and concrete, which are
manufactured, controlled, and tested to meet
prescribed standards, soils are natural materials.
Therefore it is common practice to apply a factor of
safety of at least 3.0 in soil engineering work.
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Design foundations for allowable soil bearing pressure and a minimum bottom
of footing depth as indicated. Use a factor of safety of 1.5 for
overturning, sliding and uplift, and a concrete compressive strength as
specified in Section 03300N CAST-IN-PLACE CONCRETE. The foundation loads
are supplied by the building manufacturer.
1.2.2
Performance Requirements
MBMA MBSM, for loading combinations and definitions with the exceptions of
wind load and special collateral loads. Design for each material shall be
as specified by the Design Authority as listed in MBMA MBSM.
1.2.2.1
Dead Loads
The dead load shall consist of the weight of all permanent construction
such as roof, framing, covering members and all other materials of the
building system.
SECTION 13120
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