PLAN REVIEW FORMS FOR THE 2000 INTERNATIONAL CODES

PROJECT
PLAN REVIEW NO.
STRUCTURAL DESIGN
2000 International Building Code
SEISMIC REQUIREMENTS
SECTION 1614
REQUIREMENT DATA OK, COMMENT
or NA
SEISMIC DESIGN DATA
Short Period Spectral Response Acceleration, Section 1615.1
1-second Period Spectral Response Acceleration, Section 1615.1
Site Class Definition (A, B, C, D, E, F), Section 1615.1.1
Design Spectral Response Acceleration Short Periods, Section 1615.1.3
Design Spectral Response Acceleration at 1-second Periods, Section 1615.1.3
Seismic Use Group (Group I, II, III), Section 1616.2
The Seismic Design Category, Table 1616.3(1)
S s =
S 1 =
Site Class =
F a =
F v =
S MS
=
S M1
=
S DS
=
S D1
=
Group =
Category =
Seismic Categories B, C, D, E, & F
Designate any plan structural irregularities, Table 1616.5.1
Designate any vertical structural irregularities, Table 1616.5.2
SEISMIC DESIGN PROCEDURE USED
All Categories check if used
Dynamic Analysis Procedure, Section 1618
Seismic Category A
Minimum lateral force F x
, Section 1616.4.1
Connections designed for F p
, Section 1616.4.2
Group I Buildings per 1616.6.1
Seismic Base Shear, Section 1617.5
Design Drift 0.01 x h, Section 1617.5.3
_______N/A
V =
YES, NO
V =
Limit = Actual Drift =
Seismic Categories B, & C
Seismic Base Shear, Section 1617.4
Allowable Story Drift, Table 1617.3
Connections Designed for F p
Section 1620.1.4
Seismic Category D, E, or F
Analysis Procedure Used, Table 1616.3
ANCHORAGE OF NONSTRUCTURAL COMPONENTS
Architectural Components Section 1621
Exterior nonstructural wall panels, Section 1621.2.3
Suspended ceilings, Section 1621.2.5
Partitions, Section 1621.2.7
V =
Limit =
YES, NO
Seismic anchorage
Provided
Actual Drift =
Mechanical & Electrical Equipment
HVAC Ductwork, Section 1621.3.9
Piping systems, Section 1621.3.10
Fire-protection sprinkler systems, Section 1621.3.10.1
Mechanical equipment, Section 1621.3.12.1
Seismic anchorage
Provided
STRUCTURAL DESIGN
2000Plan Review Forms
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