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RAPID VISUAL SCREENING WORKSHEET THIS TARow
#'s Column numbers - 1 1 2 3 4
Wood
-Light
StudF
rame
Wood
-Heav
yTimb
Steel
FEMA 154 1 2 3
FEMA 178 W1 W2 S1
MRF
Criteria for modification factorXX BASIC SCORE (1988) 4.5 4.5 4.5
A BASIC SCORE (2002) 4.4 3.8 2.8
B
C UPGRADE PRIORITY & USE
D
Building is listed as Nationally important
Historic Monument
E
Building qualifies for National Register of
Historic Places.
F
Occupied day & night / or by large numbers
of people / or by children.
G
Critical Facility (Fire-Police-Emergency
room, etc.)
M SOIL AT SITEN Soil Profile SL1 (no modification factor)
O
(Soil Types A (Hard Rock)+B Avg. Rock) =
no modification factor)
P Soil Type C (Dense Soil) 0.0 -0.4 -0.4
Q
R Soil Type D (Stiff soil) 0.0 -0.8 -0.6
S
T Soil Type E (Soft soil) 0.0 -0.8 -1.2
U BENCHMARK YEAR
Pre-Code factor (pre 1941) 0 -1.0 -1.0
Modification factor for Post-Benchmark year
(different for each state and sometimesvaries in each jurisdiction.) 2.0 2.0 2.0
V
Basic Benchmark years from Model Code
Provisions
NEHRP 1985 1985 ##
UBC 1976 1976 1994
BOCA 1992 1992 ##
SBCC 1993 1993 ##
Timber Frame
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Building height
MID RISE (4-7 stories) N/A N/A 0.2
HIGH RISE (>7 stories) N/A N/A 0.6
Conditioncracks/damage/settlement -0.5 -0.5 -0.5
Vertical Irregularity -2.5 -2.0 -1.0
1&2) Soft/weak Story
Extreme Soft Story
3) Geometric Irregularity
4) Mass Irregularity
5) steps in elevation/inclined
walls/discontinuities in load path/hillside site.
6) Short Columns
Horizontal Irregularity -0.5 -0.5 -0.51) Torsion
2) "L", "U", "E", "T" or other irregular plan
shape with re-entrant corners.
Large Heavy Cladding NO MODIFICATION FACTOR - This is not a c
Many large heavy stone or concrete panels.
Pounding NO MODIFICATION FACTOR - This risk must
Floor levels of adjacent buildings not aligned
and less than 4" of separation at each story.
BENEFITS NO MODIFICATION FACTOR - Adjustments
1) Mid-block location (with party walls)[NEED FACTOR]
The vertical irregularity factor could be eliminat
2) Seismic Upgrade work already carried out
[NEED VARIABLE FACTOR BASED ON
WORK]
If prior upgrade work is known to have been ca
FINAL SCORE
above 2 or 2.5 = Proceed with a detailed
evaluation to determine if mitigation is
required.
DEFINITIONS
Non-structural Falling Hazard
SOILS
Site class A Hard rock with measured shear wave velocity greater than 5,000 ft/sec
Site class B Rock with shear wave velocity between 2,500 and 5,000 ft/sec
Site class C Very dense soil or soft rock [velocity between 1,200 and 2,500 ft/sec]
Site class D Stiff soil [velocity between 600 and 1,200 ft/sec]
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Site class E Soil profile with velocity less than 600 ft/sec
Site class F Soils require site-specific evaluations [liquefiable, peats, high plasticity, o
NOTES
# Indicates no benchmark year (i.e., no buildings of this type may receive a pos
## Contact local building official for benchmark year.
NEHRP = National Earthquake Hazards Reduction Program, FEMA 302, Reco
UBC = International Conference of Building Officials, Uniform Building Code .
BOCA = Building Officials and Code Administrators, National Building Code.
SBCC = Southern Building Code Congress, Standard Building Code.
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LE IS FOR REGIONS OF HIGH SEISMICITY. For Low or Moderate Seismi
5 6 7 8 9 10 11 12 13 14
r/C
ommercial
ome
ntResi
stingF
rame
SteelB
raced
Frame
SteelL
ightFr
ame
SteelF
ramew
ithRC
Shear
Walls
SteelF
ramew
ithMa
sonryI
nfill
RCMo
mentR
esistin
gFram
e
RCFr
amew
ithSh
earWa
lls
RCFr
amew
ithMa
sonryI
Pre-ca
stTiltu
p
RCf
4 5 6 7 8 9 10 11 12
S2 S3 S4 S5 C1 C2 C3 PC1 PC2
BR LM RC SW URM INF MRF SW URM INF TU
3.0 5.5 3.5 1.5 2.0 3.0 1.5 2.0 1.5
3.0 3.2 2.8 2.0 2.5 2.8 1.6 2.6 2.4
-0.4 -0.4 -0.4 -0.4 -0.4 -0.4 -0.4 -0.4 -0.4
-0.6 -0.6 -0.6 -0.4 -0.6 -0.6 -0.4 -0.6 -0.6
-1.2 -1.0 -1.2 -0.8 -1.2 -0.8 -0.8 -0.4 -1.2
-0.8 -0.6 -0.8 -0.2 -1.2 -1.0 0.0 -0.8 -0.8
2.0 2.0 2.0 N/A 2.0 2.0 N/A 2.0 2.0
1991 # 1985 # 1985 1985 # # #
1988 1976 1976 # 1976 1976 # 1997 #
1992 # 1992 # 1992 1992 # # #
1993 # 1993 # 1993 1993 # # #
Steel Frame Reinforced Concrete
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4.0 N/A 0.4 0.4 0.4 0.4 0.2 N/A 0.2
0.8 N/A 0.8 0.8 0.6 0.8 0.3 N/A 0.4
-0.5 -0.5 -0.5 -0.5 -0.5 -0.5 -0.5 -0.5 -0.5
-1.5 N/A -1.0 -1.0 -1.5 -1.0 -1.0 N/A -1.0
-0.5 -0.5 -0.5 -0.5 -0.5 -0.5 -0.5 -0.5 -0.5
llapse hazard risk, but must be addressed independently as a potential falling debris risk.
be evaluated, and if determined to exist, mitigation must be addressed.
ay be made based on the existence of mitigation features such as these.
d for a building if enough lateral resistance side-to-side is in contiguous adjacent buidlings on both sides, and t
rried out, then make adjustments accordingly.
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r very thick soft/medium clays
itive age modifier in the RVS analysis.)
mended Provisions for the Development of Seismic Regulations for New Buildings.
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city, refer to FEMA 154.
15 16 17 18
ill
ithflex
ibledia
phragms
ame
withP
re-cast
Beam
sandC
olumn
s
Reinfo
rcedM
asonry
withfl
exibledia
phragm
s
Reinfo
rcedM
asonry
withR
igidDiaph
ragms
Unrein
forced
Mason
ry
13 14 15
RM1 RM2 URM
FD RD URM
3.0 3.0 1.0
2.8 2.8 1.8
-0.4 -0.4 -0.4
-0.6 -0.6 -0.6
-0.4 -0.6 -0.8
-1.0 -0.8 -0.2
2.0 3.0 N/A
# 1985 #
1997 1976 1991
# 1992 #
# 1993 #
Masonry
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0.4 0.4 0.0
N/A 0.6 N/A
-0.5 -0.5 -0.5
-1.0 -1.0 -1.0
-0.5 -0.5 -0.5
e party wall acts as a shear wall.
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RAPID VISUAL SCREENING WOR
WOOD
-LIGHT
FRAM
E
FEMA 154
FEMA 178
Criteria for modification factor
BASIC SCORE (1988)
BASIC SCORE (2002 edition)
SOIL AT SITE
Soil Profile SL1 (no modification factor)
(Soil Types A (Hard Rock)+B Avg. Rock) = no
modification factor)
Soil Type C (Dense Soil)
Soil Type D (Stiff soil)
Soil Type E (Soft soil)
BENCHMARK YEAR
Pre-Code factor (pre 1941)
Modification factor for Post-Benchmark year (different
for each state and sometimes varies in each
jurisdiction.)
Basic Benchmark years from Model Code Provisions
NEHRP
UBC
BOCA
SBCC
Building height
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MID RISE (4-7 stories)
HIGH RISE (>7 stories)
Condition
cracks/damage/settlement
Vertical Irregularity
1&2) Soft/weak Story
Extreme Soft Story
3) Geometric Irregularity
4) Mass Irregularity
5) steps in elevation/inclined walls/discontinuities in
load path/hillside site.
6) Short Columns
Horizontal Irregularity
1) Torsion
2) "L", "U", "E", "T" or other irregular plan shape with
re-entrant corners.
FINAL SCORE
If FINAL SCORE is above 2 or
2.5 = Proceed with a detailed
evaluation to determine if
mitigation is required.
DEFINITIONS
SOILS
Site class A Hard rock with measured shear wave
Site class B Rock with shear wave velocity betwee
Site class C Very dense soil or soft rock [velocity
Site class D Stiff soil [velocity between 600 and 1,
Site class E Soil profile with velocity less than 60
Site class F Soils require site-specific evaluations
NOTES
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A blank space where a factor # is expected means that t
# Indicates no benchmark year (i.e., no buildin
## Contact local building official for benchmark
NEHRP = National Earthquake Hazards Reduc
FEMA 302, Recommended ProUBC = International Conference of Building Off
BOCA = Building Officials and Code AdministrSBCC = Southern Building Code Congress, St
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SHEET
PLAC
EA"1
"INEA
CHBOXW
HERE
THE
ATTR
IBUTE
ISTR
UE,'0'IF
ITIS
FALS
E,
'UK'IF
UNKN
OWN,
'N/A"IFNO
T
APPL
ICABL
E
RVST
OTAL
1
W1
4.5
4.4 1 4.4
0.0 1 0
0.0 1 0
0.0 1 0
0 1 0
2.0 1 2
1985
1976
1992
1993
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0.0 1 0
0.0 1 0
-0.5 1 -0.5
-2.5 1 -2.5
-0.5 1 -0.5
2.9
elocity greater than 5,000 ft/sec
n 2,500 and 5,000 ft/sec
etween 1,200 and 2,500 ft/sec]
200 ft/sec]
ft/sec
liquefiable, peats, high plasticity, or very thick soft/medium clays
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RAP
FEMA 15
FEMA 17
BASIC S
BASIC S
SOIL AT
BENCH
Building
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D VISUAL SCREENING WORKSHEET
WOOD
-HEAV
Y
TIMBE
R/
COMM
ERCIAL
4 2
8 W2
Criteria for modification factor
ORE (1988) 4.5
CORE (2002) 3.8
SITE
Soil Profile SL1 (no modification factor)
(Soil Types A (Hard Rock)+B Avg. Rock) = no modification factor)
Soil Type C (Dense Soil) -0.4
Soil Type D (Stiff soil) -0.8
Soil Type E (Soft soil) -0.8
ARK YEAR
Pre-Code factor (pre 1941) -1.0
Modification factor for Post-Benchmark year (different for each state and
sometimes varies in each jurisdiction.) 2.0
Basic Benchmark years from Model Code Provisions
NEHRP1985
UBC 1976
BOCA 1992SBCC 1993
height
MID RISE (4-7 stories)
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HIGH RISE (>7 stories)
n
cracks/damage/settlement -0.5
rregularity -2.0
1&2) Soft/weak Story
Extreme Soft Story
3) Geometric Irregularity
4) Mass Irregularity
5) steps in elevation/inclined walls/discontinuities in load path/hillside site.
6) Short Columns
al Irregularity -0.5
1) Torsion
2) "L", "U", "E", "T" or other irregular plan shape with re-entrant corners.
L SCORE
If FINAL SCORE is above 2 or 2.5 = Proceed
with a detailed evaluation to determine if
mitigation is required.
ITIONS
SOILS
Site class A Hard rock with measured shear wave velocity greater than 5,000 ft/secSite class B Rock with shear wave velocity between 2,500 and 5,000 ft/sec
Site class C Very dense soil or soft rock [velocity between 1,200 and 2,500 ft/sec]
Site class D Stiff soil [velocity between 600 and 1,200 ft/sec]
Site class E Soil profile with velocity less than 600 ft/sec
Site class F Soils require site-specific evaluations [liquefiable, peats, high plasticity, or very thi
NOTES
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A blank space where a factor # is expected means that the factor is not applicable to that structural type.
# Indicates no benchmark year (i.e., no buildings of this type may receive a positive age
## Contact local building official for benchmark year.
NEHRP = National Earthquake Hazards Reduction Program,
FEMA 302, Recommended Provisions for the Development of Seismic RUBC = International Conference of Building Officials, Uniform Building Code .
BOCA = Building Officials and Code Administrators, National Building Code.SBCC = Southern Building Code Congress, Standard Building Code.
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PLAC
EA"1
"INEA
CHBOXW
HERE
THE
ATTR
IBUTE
ISTR
UE,'0'IF
ITIS
FALS
E,
'UK'IF
UNKN
OWN,
'N/A"IFNO
T
APPL
ICABL
E
RVST
OTAL
1 3.8
0
0
0
0
0
0
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0
0
0
0
3.8
k soft/medium clays
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modifier in the RVS analysis.)
gulations for New Buildings.
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RAPID VISUAL SCREENING WOR
STEE
L-MOM
ENT-
RESIS
TING-
FRAM
E
FEMA 154
FEMA 178
Criteria for modification factor
BASIC SCORE (1988)
BASIC SCORE (2002)
SOIL AT SITE
Soil Profile SL1 (no modification factor)
(Soil Types A (Hard Rock)+B Avg. Rock) = no
modification factor)
Soil Type C (Dense Soil)
Soil Type D (Stiff soil)
Soil Type E (Soft soil)
BENCHMARK YEAR
Pre-Code factor (pre 1941)
Modification factor for Post-Benchmark year (different
for each state and sometimes varies in each
jurisdiction.)
Basic Benchmark years from Model Code Provisions
NEHRP
UBC
BOCA
SBCC
Building height
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MID RISE (4-7 stories)
HIGH RISE (>7 stories)
Condition
cracks/damage/settlement
Vertical Irregularity
1&2) Soft/weak Story
Extreme Soft Story
3) Geometric Irregularity
4) Mass Irregularity
5) steps in elevation/inclined walls/discontinuities in
load ath/hillside site.6) Short Columns
Horizontal Irregularity
1) Torsion
2) "L", "U", "E", "T" or other irregular plan shape with
re-entrant corners.
FINAL SCORE
If FINAL SCORE is above 2 or
2.5 = Proceed with a detailed
evaluation to determine if
mitigation is required.
DEFINITIONS
SOILS
Site class A Hard rock with measured shear wave
Site class B Rock with shear wave velocity betwe
Site class C Very dense soil or soft rock [velocity
Site class D Stiff soil [velocity between 600 and 1Site class E Soil profile with velocity less than 60
Site class F Soils require site-specific evaluations
NOTES
A blank space where a factor # is expected means that t
# Indicates no benchmark year (i.e., no buildin
## Contact local building official for benchmark
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NEHRP = National Earthquake Hazards Reduc
FEMA 302, Recommended Pro
UBC = International Conference of Building Of
BOCA = Building Officials and Code Administr
SBCC = Southern Building Code Congress, St
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SHEET
PLAC
EA"1
"INEA
CHBOXW
HERE
THE
ATTR
IBUTE
ISTR
UE,'0'IF
ITIS
FALS
E,
'UK'IF
UNKN
OWN,
'N/A"IFNO
T
APPL
ICABL
E
RVST
OTAL
3
S1
MRF
4.5
2.8 1 2.8
-0.4 0
-0.6 0
-1.2 0
-1.0 0
2.0 0
##
1994
##
##
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0.2 0
0.6 0
-0.5 0
-1.0 0
-0.5 0
2.8
elocity greater than 5,000 ft/sec
n 2,500 and 5,000 ft/sec
etween 1,200 and 2,500 ft/sec]
200 ft/sec]ft/sec
liquefiable, peats, high plasticity, or very thick soft/medium clays
e factor is not applicable to that structural type.
s of this type may receive a positive age modifier in the RVS analysis.)
year.
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tion Program,
isions for the Development of Seismic Regulations for New Buildings.
icials, Uniform Building Code .
tors, National Building Code.
ndard Building Code.
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RAP
FEMA 15
FEMA 17
BASIC S
BASIC S
SOIL AT
BENCH
Building
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Conditio
Vertical I
Horizont
FIN
DEFI
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D VISUAL SCREENING WORKSHEET
STEE
L-BRAC
ED
FRAM
E
PLAC
EA"1
"INEA
CHBOX
ATTR
IBUTE
ISTR
UE,
'UK'IF
UNKN
O
APPL
IC
4 4
8 S2
BR
Criteria for modification factor
ORE (1988) 3.0
CORE (2002) 3.0 1
SITE
Soil Profile SL1 (no modification factor)
(Soil Types A (Hard Rock)+B Avg. Rock) = no modification
factor)
Soil Type C (Dense Soil) -0.4
Soil Type D (Stiff soil) -0.6
Soil Type E (Soft soil) -1.2
ARK YEAR
Pre-Code factor (pre 1941) -0.8
Modification factor for Post-Benchmark year (different for
each state and sometimes varies in each jurisdiction.) 2.0
Basic Benchmark years from Model Code Provisions
NEHRP1991
UBC 1988
BOCA 1992
SBCC 1993
height
MID RISE (4-7 stories) 4.0
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HIGH RISE (>7 stories) 0.8
n
cracks/damage/settlement -0.5
rregularity -1.5
1&2) Soft/weak Story
Extreme Soft Story
3) Geometric Irregularity
4) Mass Irregularity
5) steps in elevation/inclined walls/discontinuities in load
ath/hillside site.6) Short Columns
al Irregularity -0.5
1) Torsion
2) "L", "U", "E", "T" or other irregular plan shape with re-entrant corners.
L SCORE
If FINAL SCORE is above 2 or 2.5 =
Proceed with a detailed evaluation to
determine if mitigation is required.
ITIONS
SOILS
Site class A Hard rock with measured shear wave velocity greater than 5,000 ft/sec
Site class B Rock with shear wave velocity between 2,500 and 5,000 ft/sec
Site class C Very dense soil or soft rock [velocity between 1,200 and 2,500 ft/sec]
Site class D Stiff soil [velocity between 600 and 1,200 ft/sec]
Site class E Soil profile with velocity less than 600 ft/sec
Site class F Soils require site-specific evaluations [liquefiable, peats, high plasticity, or very thick soft/
NOTES
A blank space where a factor # is expected means that the factor is not applicable to that structural type.
# Indicates no benchmark year (i.e., no buildings of this type may receive a positive age modif
## Contact local building official for benchmark year.
NEHRP = National Earthquake Hazards Reduction Program,
FEMA 302, Recommended Provisions for the Development of Seismic Regulat
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UBC = International Conference of Building Officials, Uniform Building Code .
BOCA = Building Officials and Code Administrators, National Building Code.SBCC = Southern Building Code Congress, Standard Building Code.
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HERE
THE
'0'IFIT
ISFA
LSE,
N,'N/A"IF
NOT
LE
RVST
OTAL
3
0
0
0
0
0
0
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0
0
0
0
3
medium clays
ier in the RVS analysis.)
ions for New Buildings.
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RAPID VISUAL SCREENING WOR
STEE
L-LIGH
T
FRAM
E
FEMA 154
FEMA 178
Criteria for modification factor
BASIC SCORE (1988)
BASIC SCORE (2002)
SOIL AT SITE
Soil Profile SL1 (no modification factor)
(Soil Types A (Hard Rock)+B Avg. Rock) = no
modification factor)
Soil Type C (Dense Soil)
Soil Type D (Stiff soil)
Soil Type E (Soft soil)
BENCHMARK YEAR
Pre-Code factor (pre 1941)
Modification factor for Post-Benchmark year
(different for each state and sometimes varies in
each jurisdiction.)
Basic Benchmark years from Model Code
Provisions
NEHRP
UBC
BOCA
SBCC
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Building height
MID RISE (4-7 stories)
HIGH RISE (>7 stories)
Condition
cracks/damage/settlement
Vertical Irregularity
1&2) Soft/weak Story
Extreme Soft Story
3) Geometric Irregularity
4) Mass Irregularity
5) steps in elevation/inclined walls/discontinuities in
load path/hillside site.
6) Short Columns
Horizontal Irregularity
1) Torsion
2) "L", "U", "E", "T" or other irregular plan shape with
re-entrant corners.
FINAL SCORE
If FINAL SCORE is above 2 or
2.5 = Proceed with a detailedevaluation to determine if
mitigation is required.
DEFINITIONS
SOILS
Site class A Hard rock with measured shear wave
Site class B Rock with shear wave velocity betwe
Site class C Very dense soil or soft rock [velocitySite class D Stiff soil [velocity between 600 and
Site class E Soil profile with velocity less than 60
Site class F Soils require site-specific evaluations
NOTES
A blank space where a factor # is expected means that
# Indicates no benchmark year (i.e., no buildin
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410/1092
## Contact local building official for benchmar
NEHRP = National Earthquake Hazards Redu
FEMA 302, Recommended Pr
UBC = International Conference of Building O
BOCA = Building Officials and Code AdministrSBCC = Southern Building Code Congress, S
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414/1092
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415/1092
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416/1092
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417/1092
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421/1092
KSHEET
PLAC
EA"1
"INEA
CHBOXW
HERE
THE
ATTR
IBUTE
ISTR
UE,'0'IF
ITIS
FALS
E,
'UK'IF
UNKN
OWN,
'N/A"IFNO
T
APPL
ICABL
E
RVST
OTAL
5
S3
LM
5.5
3.2 1 3.2
-0.4 0
-0.6 0
-1.0 0
-0.6 0
2.0 0
#
1976
#
#
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0
0
-0.5 0
0
-0.5 0
3.2
velocity greater than 5,000 ft/sec
en 2,500 and 5,000 ft/sec
between 1,200 and 2,500 ft/sec],200 ft/sec]
0 ft/sec
[liquefiable, peats, high plasticity, or very thick soft/medium clays
he factor is not applicable to that structural type.
gs of this type may receive a positive age modifier in the RVS analysis.)
7/30/2019 RVS Spreadsheet(2)
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year.
tion Program,
visions for the Development of Seismic Regulations for New Buildings.
ficials, Uniform Building Code .
ators, National Building Code. andard Building Code.
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451/1092
RAPID VISUAL SCREENING WO
STEE
L-WITH
RC
SHEA
RWALL
FEMA 154
FEMA 178
Criteria for modification factor
BASIC SCORE (1988)
BASIC SCORE (2002)
SOIL AT SITE
Soil Profile SL1 (no modification factor)
(Soil Types A (Hard Rock)+B Avg. Rock) = no
modification factor)
Soil Type C (Dense Soil)
Soil Type D (Stiff soil)
Soil Type E (Soft soil)
BENCHMARK YEAR
Pre-Code factor (pre 1941)
Modification factor for Post-Benchmark year
(different for each state and sometimes varies in
each jurisdiction.)
Basic Benchmark years from Model Code
Provisions
NEHRP
UBC
BOCA
SBCC
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Building height
MID RISE (4-7 stories)
HIGH RISE (>7 stories)
Condition
cracks/damage/settlement
Vertical Irregularity
1&2) Soft/weak Story
Extreme Soft Story
3) Geometric Irregularity
4) Mass Irregularity
5) steps in elevation/inclined walls/discontinuities in
load path/hillside site.
6) Short Columns
Horizontal Irregularity
1) Torsion
2) "L", "U", "E", "T" or other irregular plan shape
with re-entrant corners.
FINAL SCORE
If FINAL SCORE is above 2 or
2.5 = Proceed with a detailedevaluation to determine if
mitigation is required.
DEFINITIONS
SOILS
Site class A Hard rock with measured shear wa
Site class B Rock with shear wave velocity bet
Site class C Very dense soil or soft rock [velocitSite class D Stiff soil [velocity between 600 and
Site class E Soil profile with velocity less than 6
Site class F Soils require site-specific evaluatio
NOTES
A blank space where a factor # is expected means tha
# Indicates no benchmark year (i.e., no buildi
7/30/2019 RVS Spreadsheet(2)
453/1092
## Contact local building official for benchma
NEHRP = National Earthquake Hazards Red
FEMA 302, Recommended P
UBC = International Conference of Building
BOCA = Building Officials and Code AdminisSBCC = Southern Building Code Congress,
7/30/2019 RVS Spreadsheet(2)
454/1092
7/30/2019 RVS Spreadsheet(2)
455/1092
7/30/2019 RVS Spreadsheet(2)
456/1092
7/30/2019 RVS Spreadsheet(2)
457/1092
7/30/2019 RVS Spreadsheet(2)
458/1092
7/30/2019 RVS Spreadsheet(2)
459/1092
7/30/2019 RVS Spreadsheet(2)
460/1092
7/30/2019 RVS Spreadsheet(2)
461/1092
7/30/2019 RVS Spreadsheet(2)
462/1092
7/30/2019 RVS Spreadsheet(2)
463/1092
7/30/2019 RVS Spreadsheet(2)
464/1092
KSHEET
PLAC
EA"1
"INEA
CHBOXW
HERE
THE
ATTR
IBUTE
ISTR
UE,'0'IF
ITIS
FALS
E,
'UK'IF
UNKN
OWN,
'N/A"IFNO
T
APPL
ICABL
E
RVST
OTAL
6
S4
RC SW
3.5
2.8 1 2.8
-0.4 0
-0.6 0
-1.2 0
-0.8 0
2.0 0
1985
1976
1992
1993
7/30/2019 RVS Spreadsheet(2)
465/1092
0.4 0
0.8 0
-0.5 0
-1.0 0
-0.5 0
2.8
e velocity greater than 5,000 ft/sec
een 2,500 and 5,000 ft/sec
y between 1,200 and 2,500 ft/sec]1,200 ft/sec]
00 ft/sec
s [liquefiable, peats, high plasticity, or very thick soft/medium clays
the factor is not applicable to that structural type.
ngs of this type may receive a positive age modifier in the RVS analysis.)
7/30/2019 RVS Spreadsheet(2)
466/1092
rk year.
ction Program,
ovisions for the Development of Seismic Regulations for New Buildings.
fficials, Uniform Building Code .
rators, National Building Code. tandard Building Code.
7/30/2019 RVS Spreadsheet(2)
467/1092
7/30/2019 RVS Spreadsheet(2)
468/1092
7/30/2019 RVS Spreadsheet(2)
469/1092
7/30/2019 RVS Spreadsheet(2)
470/1092
7/30/2019 RVS Spreadsheet(2)
471/1092
7/30/2019 RVS Spreadsheet(2)
472/1092
7/30/2019 RVS Spreadsheet(2)
473/1092
7/30/2019 RVS Spreadsheet(2)
474/1092
7/30/2019 RVS Spreadsheet(2)
475/1092
7/30/2019 RVS Spreadsheet(2)
476/1092
7/30/2019 RVS Spreadsheet(2)
477/1092
7/30/2019 RVS Spreadsheet(2)
478/1092
7/30/2019 RVS Spreadsheet(2)
479/1092
7/30/2019 RVS Spreadsheet(2)
480/1092
7/30/2019 RVS Spreadsheet(2)
481/1092
7/30/2019 RVS Spreadsheet(2)
482/1092
7/30/2019 RVS Spreadsheet(2)
483/1092
7/30/2019 RVS Spreadsheet(2)
484/1092
7/30/2019 RVS Spreadsheet(2)
485/1092
7/30/2019 RVS Spreadsheet(2)
486/1092
7/30/2019 RVS Spreadsheet(2)
487/1092
7/30/2019 RVS Spreadsheet(2)
488/1092
7/30/2019 RVS Spreadsheet(2)
489/1092
7/30/2019 RVS Spreadsheet(2)
490/1092
7/30/2019 RVS Spreadsheet(2)
491/1092
7/30/2019 RVS Spreadsheet(2)
492/1092
7/30/2019 RVS Spreadsheet(2)
493/1092
7/30/2019 RVS Spreadsheet(2)
494/1092
RAP
FEMA 15
FEMA 17
BASIC S
BASIC S
SOIL AT
BENCH
Building
7/30/2019 RVS Spreadsheet(2)
495/1092
Conditio
Vertical I
Horizont
FIN
DEFI
7/30/2019 RVS Spreadsheet(2)
496/1092
7/30/2019 RVS Spreadsheet(2)
497/1092
7/30/2019 RVS Spreadsheet(2)
498/1092
7/30/2019 RVS Spreadsheet(2)
499/1092
7/30/2019 RVS Spreadsheet(2)
500/1092
7/30/2019 RVS Spreadsheet(2)
501/1092
7/30/2019 RVS Spreadsheet(2)
502/1092
7/30/2019 RVS Spreadsheet(2)
503/1092
7/30/2019 RVS Spreadsheet(2)
504/1092
7/30/2019 RVS Spreadsheet(2)
505/1092
7/30/2019 RVS Spreadsheet(2)
506/1092
7/30/2019 RVS Spreadsheet(2)
507/1092
D VISUAL SCREENING WORKSHEET
STEE
L-WITH
URMI
NFILL
WALL
S
4 7
8 S5
URM INF
Criteria for modification factor
ORE (1988) 1.5
CORE (2002) 2.0
SITE
Soil Profile SL1 (no modification factor)
(Soil Types A (Hard Rock)+B Avg. Rock) = no modification
factor)
Soil Type C (Dense Soil) -0.4
Soil Type D (Stiff soil) -0.4
Soil Type E (Soft soil) -0.8
ARK YEAR
Pre-Code factor (pre 1941) -0.2
Modification factor for Post-Benchmark year (different for
each state and sometimes varies in each jurisdiction.)
Basic Benchmark years from Model Code Provisions
NEHRP#
UBC #
BOCA #
SBCC #
height
MID RISE (4-7 stories) 0.4
7/30/2019 RVS Spreadsheet(2)
508/1092
HIGH RISE (>7 stories) 0.8
n
cracks/damage/settlement -0.5
rregularity -1.0
1&2) Soft/weak Story
Extreme Soft Story
3) Geometric Irregularity
4) Mass Irregularity
5) steps in elevation/inclined walls/discontinuities in load
path/hillside site.
6) Short Columns
al Irregularity -0.5
1) Torsion
2) "L", "U", "E", "T" or other irregular plan shape with re-
entrant corners.
L SCORE
If FINAL SCORE is above 2 or 2.5 =
Proceed with a detailed evaluation to
determine if mitigation is required.
ITIONS
SOILS
Site class A Hard rock with measured shear wave velocity greater than 5,000 ft/
Site class B Rock with shear wave velocity between 2,500 and 5,000 ft/sec
Site class C Very dense soil or soft rock [velocity between 1,200 and 2,500 ft/se
Site class D Stiff soil [velocity between 600 and 1,200 ft/sec]
Site class E Soil profile with velocity less than 600 ft/sec
Site class F Soils require site-specific evaluations [liquefiable, peats, high plasti
NOTES
A blank space where a factor # is expected means that the factor is not applicable to that
# Indicates no benchmark year (i.e., no buildings of this type may receive
## Contact local building official for benchmark year.
NEHRP = National Earthquake Hazards Reduction Program,
FEMA 302, Recommended Provisions for the Developmen
7/30/2019 RVS Spreadsheet(2)
509/1092
UBC = International Conference of Building Officials, Uniform Building Co
BOCA = Building Officials and Code Administrators, National Building CoSBCC = Southern Building Code Congress, Standard Building Code.
7/30/2019 RVS Spreadsheet(2)
510/1092
7/30/2019 RVS Spreadsheet(2)
511/1092
7/30/2019 RVS Spreadsheet(2)
512/1092
7/30/2019 RVS Spreadsheet(2)
513/1092
7/30/2019 RVS Spreadsheet(2)
514/1092
7/30/2019 RVS Spreadsheet(2)
515/1092
7/30/2019 RVS Spreadsheet(2)
516/1092
7/30/2019 RVS Spreadsheet(2)
517/1092
7/30/2019 RVS Spreadsheet(2)
518/1092
7/30/2019 RVS Spreadsheet(2)
519/1092
7/30/2019 RVS Spreadsheet(2)
520/1092
PLAC
EA"1
"INEA
CHBOXW
HERE
THE
ATTR
IBUTE
ISTR
UE,'0'IF
ITIS
FALS
E,
'UK'IF
UNKN
OWN,
'N/A"IFNO
T
APPL
ICABL
E
RVST
OTAL
1 2
0
0
0
0
0
0
7/30/2019 RVS Spreadsheet(2)
521/1092
0
0
0
0
2
ec
c]
ity, or very thick soft/medium clays
structural type.
positive age modifier in the RVS analysis.)
t of Seismic Regulations for New Buildings.
7/30/2019 RVS Spreadsheet(2)
522/1092
e .
e.
7/30/2019 RVS Spreadsheet(2)
523/1092
7/30/2019 RVS Spreadsheet(2)
524/1092
7/30/2019 RVS Spreadsheet(2)
525/1092
7/30/2019 RVS Spreadsheet(2)
526/1092
7/30/2019 RVS Spreadsheet(2)
527/1092
7/30/2019 RVS Spreadsheet(2)
528/1092
7/30/2019 RVS Spreadsheet(2)
529/1092
7/30/2019 RVS Spreadsheet(2)
530/1092
7/30/2019 RVS Spreadsheet(2)
531/1092
7/30/2019 RVS Spreadsheet(2)
532/1092
7/30/2019 RVS Spreadsheet(2)
533/1092
7/30/2019 RVS Spreadsheet(2)
534/1092
7/30/2019 RVS Spreadsheet(2)
535/1092
7/30/2019 RVS Spreadsheet(2)
536/1092
7/30/2019 RVS Spreadsheet(2)
537/1092
7/30/2019 RVS Spreadsheet(2)
538/1092
7/30/2019 RVS Spreadsheet(2)
539/1092
7/30/2019 RVS Spreadsheet(2)
540/1092
7/30/2019 RVS Spreadsheet(2)
541/1092
7/30/2019 RVS Spreadsheet(2)
542/1092
7/30/2019 RVS Spreadsheet(2)
543/1092
7/30/2019 RVS Spreadsheet(2)
544/1092
7/30/2019 RVS Spreadsheet(2)
545/1092
7/30/2019 RVS Spreadsheet(2)
546/1092
7/30/2019 RVS Spreadsheet(2)
547/1092
7/30/2019 RVS Spreadsheet(2)
548/1092
7/30/2019 RVS Spreadsheet(2)
549/1092
7/30/2019 RVS Spreadsheet(2)
550/1092
RAPID VISUAL SCREENING WOR
CONC
RETE-WI
TH
MOME
NT
RESIS
TIN
FRA
FEMA 154
FEMA 178
Criteria for modification factor
BASIC SCORE (1988)
BASIC SCORE (2002)
SOIL AT SITE
Soil Profile SL1 (no modification factor)
(Soil Types A (Hard Rock)+B Avg. Rock) = no
modification factor)
Soil Type C (Dense Soil)
Soil Type D (Stiff soil)
Soil Type E (Soft soil)
BENCHMARK YEAR
Pre-Code factor (pre 1941)
Modification factor for Post-Benchmark year (different
for each state and sometimes varies in each
jurisdiction.)
Basic Benchmark years from Model Code Provisions
NEHRP
UBCBOCA
SBCC
Building height
7/30/2019 RVS Spreadsheet(2)
551/1092
MID RISE (4-7 stories)
HIGH RISE (>7 stories)
Condition
cracks/damage/settlement
Vertical Irregularity
1&2) Soft/weak Story
Extreme Soft Story
3) Geometric Irregularity
4) Mass Irregularity
5) steps in elevation/inclined walls/discontinuities in load
path/hillside site.
6) Short Columns
Horizontal Irregularity
1) Torsion
2) "L", "U", "E", "T" or other irregular plan shape with re-
entrant corners.
FINAL SCOREIf FINAL SCORE is above 2 or 2.5
= Proceed with a detailed
evaluation to determine if
mitigation is required.
DEFINITIONS
SOILS
Site class A Hard rock with measured shear wave
Site class B Rock with shear wave velocity betwee
Site class C Very dense soil or soft rock [velocity
Site class D Stiff soil [velocity between 600 and 1,
Site class E Soil profile with velocity less than 600
Site class F Soils require site-specific evaluations [
NOTES
A blank space where a factor # is expected means that th
# Indicates no benchmark year (i.e., no building
## Contact local building official for benchmark
7/30/2019 RVS Spreadsheet(2)
552/1092
NEHRP = National Earthquake Hazards Reduc
FEMA 302, Recommended Pro
UBC = International Conference of Building Offi
BOCA = Building Officials and Code AdministraSBCC = Southern Building Code Congress, St
7/30/2019 RVS Spreadsheet(2)
553/1092
7/30/2019 RVS Spreadsheet(2)
554/1092
7/30/2019 RVS Spreadsheet(2)
555/1092
7/30/2019 RVS Spreadsheet(2)
556/1092
7/30/2019 RVS Spreadsheet(2)
557/1092
7/30/2019 RVS Spreadsheet(2)
558/1092
7/30/2019 RVS Spreadsheet(2)
559/1092
7/30/2019 RVS Spreadsheet(2)
560/1092
7/30/2019 RVS Spreadsheet(2)
561/1092
7/30/2019 RVS Spreadsheet(2)
562/1092
7/30/2019 RVS Spreadsheet(2)
563/1092
SHEET
E
PLAC
EA"1
"INEA
CHBOXW
HERE
THE
ATTR
IBUTE
ISTR
UE,'0'IF
ITIS
FALS
E,
'UK'IF
UNKN
OWN,
'N/A"IFNO
T
APPL
ICABL
E
RVST
OTAL
8
C1
MRF
2.0
2.5 1 2.5
-0.4 0
-0.6 0
-1.2 0
-1.2 0
2.0 0
1985
1976
1992
1993
7/30/2019 RVS Spreadsheet(2)
564/1092
0.4 0
0.6 0
-0.5 0
-1.5 0
-0.5 0
2.5
elocity greater than 5,000 ft/sec
2,500 and 5,000 ft/sec
etween 1,200 and 2,500 ft/sec]
00 ft/sec]
ft/sec
liquefiable, peats, high plasticity, or very thick soft/medium clays
e factor is not applicable to that structural type.
s of this type may receive a positive age modifier in the RVS analysis.)
year.
7/30/2019 RVS Spreadsheet(2)
565/1092
ion Program,
isions for the Development of Seismic Regulations for New Buildings.
cials, Uniform Building Code .
tors, National Building Code.
ndard Building Code.
7/30/2019 RVS Spreadsheet(2)
566/1092
7/30/2019 RVS Spreadsheet(2)
567/1092
7/30/2019 RVS Spreadsheet(2)
568/1092
7/30/2019 RVS Spreadsheet(2)
569/1092
7/30/2019 RVS Spreadsheet(2)
570/1092
7/30/2019 RVS Spreadsheet(2)
571/1092
7/30/2019 RVS Spreadsheet(2)
572/1092
7/30/2019 RVS Spreadsheet(2)
573/1092
7/30/2019 RVS Spreadsheet(2)
574/1092
7/30/2019 RVS Spreadsheet(2)
575/1092
7/30/2019 RVS Spreadsheet(2)
576/1092
7/30/2019 RVS Spreadsheet(2)
577/1092
7/30/2019 RVS Spreadsheet(2)
578/1092
7/30/2019 RVS Spreadsheet(2)
579/1092
7/30/2019 RVS Spreadsheet(2)
580/1092
7/30/2019 RVS Spreadsheet(2)
581/1092
7/30/2019 RVS Spreadsheet(2)
582/1092
7/30/2019 RVS Spreadsheet(2)
583/1092
7/30/2019 RVS Spreadsheet(2)
584/1092
7/30/2019 RVS Spreadsheet(2)
585/1092
7/30/2019 RVS Spreadsheet(2)
586/1092
7/30/2019 RVS Spreadsheet(2)
587/1092
7/30/2019 RVS Spreadsheet(2)
588/1092
7/30/2019 RVS Spreadsheet(2)
589/1092
7/30/2019 RVS Spreadsheet(2)
590/1092
7/30/2019 RVS Spreadsheet(2)
591/1092
7/30/2019 RVS Spreadsheet(2)
592/1092
7/30/2019 RVS Spreadsheet(2)
593/1092
RAPID VISUAL SCREENING WOR
CONC
RETE-WI
TH
SHEA
RWALLS
FEMA 154
FEMA 178
Criteria for modification factor
BASIC SCORE (1988)
BASIC SCORE (2002)
SOIL AT SITE
Soil Profile SL1 (no modification factor)
(Soil Types A (Hard Rock)+B Avg. Rock) = no
modification factor)
Soil Type C (Dense Soil)
Soil Type D (Stiff soil)
Soil Type E (Soft soil)
BENCHMARK YEAR
Pre-Code factor (pre 1941)
Modification factor for Post-Benchmark year (different
for each state and sometimes varies in each
jurisdiction.)
Basic Benchmark years from Model Code Provisions
NEHRP
UBC
BOCA
SBCC
7/30/2019 RVS Spreadsheet(2)
594/1092
Building height
MID RISE (4-7 stories)
HIGH RISE (>7 stories)
Condition
cracks/damage/settlement
Vertical Irregularity
1&2) Soft/weak Story
Extreme Soft Story
3) Geometric Irregularity
4) Mass Irregularity
5) steps in elevation/inclined walls/discontinuities in
load path/hillside site.
6) Short Columns
Horizontal Irregularity
1) Torsion
2) "L", "U", "E", "T" or other irregular plan shape with re
entrant corners.
FINAL SCOREIf FINAL SCORE is above 2 or
2.5 = Proceed with a detailed
evaluation to determine ifmitigation is required.
DEFINITIONS
SOILS
Site class A Hard rock with measured shear wave v
Site class B Rock with shear wave velocity betwee
Site class C Very dense soil or soft rock [velocity b
Site class D Stiff soil [velocity between 600 and 1,Site class E Soil profile with velocity less than 600
Site class F Soils require site-specific evaluations [l
NOTES
A blank space where a factor # is expected means that th
# Indicates no benchmark year (i.e., no building
## Contact local building official for benchmark
7/30/2019 RVS Spreadsheet(2)
595/1092
NEHRP = National Earthquake Hazards Reduct
FEMA 302, Recommended Prov
UBC = International Conference of Building Offi
BOCA = Building Officials and Code Administra
SBCC = Southern Building Code Congress, Sta
7/30/2019 RVS Spreadsheet(2)
596/1092
7/30/2019 RVS Spreadsheet(2)
597/1092
7/30/2019 RVS Spreadsheet(2)
598/1092
7/30/2019 RVS Spreadsheet(2)
599/1092
7/30/2019 RVS Spreadsheet(2)
600/1092
7/30/2019 RVS Spreadsheet(2)
601/1092
7/30/2019 RVS Spreadsheet(2)
602/1092
7/30/2019 RVS Spreadsheet(2)
603/1092
7/30/2019 RVS Spreadsheet(2)
604/1092
7/30/2019 RVS Spreadsheet(2)
605/1092
7/30/2019 RVS Spreadsheet(2)
606/1092
SHEET
PLAC
EA"1
"INEA
CHBOXW
HERE
THE
ATTR
IBUTE
ISTR
UE,'0'IF
ITIS
FALS
E,
'UK'IF
UNKN
OWN,
'N/A"IFNO
T
APPL
ICABL
E
RVST
OTAL
9
C2
SW
3.0
2.8 1 2.8
-0.4 0
-0.6 0
-0.8 0
-1.0 0
2.0 0
1985
1976
1992
1993
7/30/2019 RVS Spreadsheet(2)
607/1092
0.4 0
0.8 0
-0.5 0
-1.0 0
-0.5 0
2.8
elocity greater than 5,000 ft/sec
2,500 and 5,000 ft/sec
etween 1,200 and 2,500 ft/sec]
00 ft/sec]ft/sec
iquefiable, peats, high plasticity, or very thick soft/medium clays
factor is not applicable to that structural type.
of this type may receive a positive age modifier in the RVS analysis.)
ear.
7/30/2019 RVS Spreadsheet(2)
608/1092
ion Program,
sions for the Development of Seismic Regulations for New Buildings.
ials, Uniform Building Code .
ors, National Building Code.
ndard Building Code.
7/30/2019 RVS Spreadsheet(2)
609/1092
7/30/2019 RVS Spreadsheet(2)
610/1092
7/30/2019 RVS Spreadsheet(2)
611/1092
7/30/2019 RVS Spreadsheet(2)
612/1092
7/30/2019 RVS Spreadsheet(2)
613/1092
7/30/2019 RVS Spreadsheet(2)
614/1092
7/30/2019 RVS Spreadsheet(2)
615/1092
7/30/2019 RVS Spreadsheet(2)
616/1092
7/30/2019 RVS Spreadsheet(2)
617/1092
7/30/2019 RVS Spreadsheet(2)
618/1092
7/30/2019 RVS Spreadsheet(2)
619/1092
7/30/2019 RVS Spreadsheet(2)
620/1092
7/30/2019 RVS Spreadsheet(2)
621/1092
7/30/2019 RVS Spreadsheet(2)
622/1092
7/30/2019 RVS Spreadsheet(2)
623/1092
7/30/2019 RVS Spreadsheet(2)
624/1092
7/30/2019 RVS Spreadsheet(2)
625/1092
7/30/2019 RVS Spreadsheet(2)
626/1092
7/30/2019 RVS Spreadsheet(2)
627/1092
7/30/2019 RVS Spreadsheet(2)
628/1092
7/30/2019 RVS Spreadsheet(2)
629/1092
7/30/2019 RVS Spreadsheet(2)
630/1092
7/30/2019 RVS Spreadsheet(2)
631/1092
7/30/2019 RVS Spreadsheet(2)
632/1092
7/30/2019 RVS Spreadsheet(2)
633/1092
7/30/2019 RVS Spreadsheet(2)
634/1092
7/30/2019 RVS Spreadsheet(2)
635/1092
7/30/2019 RVS Spreadsheet(2)
636/1092
RAPID VISUAL SCREENING WOR
CONC
RETE-WI
TH
URMI
NFILL
WALL
S
FEMA 154
FEMA 178
Criteria for modification factor
BASIC SCORE (1988)
BASIC SCORE (2002)
SOIL AT SITE
Soil Profile SL1 (no modification factor)
(Soil Types A (Hard Rock)+B Avg. Rock) = no
modification factor)
Soil Type C (Dense Soil)
Soil Type D (Stiff soil)
Soil Type E (Soft soil)
BENCHMARK YEAR
Pre-Code factor (pre 1941)
Modification factor for Post-Benchmark year (different
for each state and sometimes varies in each
jurisdiction.)
Basic Benchmark years from Model Code Provisions
NEHRP
UBC
BOCA
SBCC
7/30/2019 RVS Spreadsheet(2)
637/1092
Building height
MID RISE (4-7 stories)
HIGH RISE (>7 stories)
Condition
cracks/damage/settlement
Vertical Irregularity
1&2) Soft/weak Story
Extreme Soft Story
3) Geometric Irregularity
4) Mass Irregularity
5) steps in elevation/inclined walls/discontinuities in
load path/hillside site.
6) Short Columns
Horizontal Irregularity
1) Torsion
2) "L", "U", "E", "T" or other irregular plan shape with re-
entrant corners.
FINAL SCOREIf FINAL SCORE is above 2 or
2.5 = Proceed with a detailed
evaluation to determine ifmitigation is required.
DEFINITIONS
SOILS
Site class A Hard rock with measured shear wave v
Site class B Rock with shear wave velocity betwee
Site class C Very dense soil or soft rock [velocity b
Site class D Stiff soil [velocity between 600 and 1,Site class E Soil profile with velocity less than 600
Site class F Soils require site-specific evaluations [l
NOTES
A blank space where a factor # is expected means that th
# Indicates no benchmark year (i.e., no building
## Contact local building official for benchmark
7/30/2019 RVS Spreadsheet(2)
638/1092
NEHRP = National Earthquake Hazards Reducti
FEMA 302, Recommended Prov
UBC = International Conference of Building Offi
BOCA = Building Officials and Code Administrat
SBCC = Southern Building Code Congress, Sta
7/30/2019 RVS Spreadsheet(2)
639/1092
7/30/2019 RVS Spreadsheet(2)
640/1092
7/30/2019 RVS Spreadsheet(2)
641/1092
7/30/2019 RVS Spreadsheet(2)
642/1092
7/30/2019 RVS Spreadsheet(2)
643/1092
7/30/2019 RVS Spreadsheet(2)
644/1092
7/30/2019 RVS Spreadsheet(2)
645/1092
7/30/2019 RVS Spreadsheet(2)
646/1092
7/30/2019 RVS Spreadsheet(2)
647/1092
7/30/2019 RVS Spreadsheet(2)
648/1092
7/30/2019 RVS Spreadsheet(2)
649/1092
SHEET
PLAC
EA"1
"INEA
CHBOXW
HERE
THE
ATTR
IBUTE
ISTR
UE,'0'IF
ITIS
FALS
E,
'UK'IF
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'N/A"IFNO
T
APPL
ICABL
E
RVST
OTAL
10
C3
URM INF
1.5
1.6 1 1.6
-0.4 0
-0.4 0
-0.8 0
0.0 0
0
#
#
#
#
7/30/2019 RVS Spreadsheet(2)
650/1092
0.2 0
0.3 0
-0.5 0
-1.0 0
-0.5 0
1.6
elocity greater than 5,000 ft/sec
2,500 and 5,000 ft/sec
tween 1,200 and 2,500 ft/sec]
00 ft/sec]ft/sec
iquefiable, peats, high plasticity, or very thick soft/medium clays
factor is not applicable to that structural type.
of this type may receive a positive age modifier in the RVS analysis.)
ear.
7/30/2019 RVS Spreadsheet(2)
651/1092
on Program,
sions for the Development of Seismic Regulations for New Buildings.
ials, Uniform Building Code .
ors, National Building Code.
dard Building Code.
7/30/2019 RVS Spreadsheet(2)
652/1092
7/30/2019 RVS Spreadsheet(2)
653/1092
7/30/2019 RVS Spreadsheet(2)
654/1092
7/30/2019 RVS Spreadsheet(2)
655/1092
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656/1092
7/30/2019 RVS Spreadsheet(2)
657/1092
7/30/2019 RVS Spreadsheet(2)
658/1092
7/30/2019 RVS Spreadsheet(2)
659/1092
7/30/2019 RVS Spreadsheet(2)
660/1092
7/30/2019 RVS Spreadsheet(2)
661/1092
7/30/2019 RVS Spreadsheet(2)
662/1092
7/30/2019 RVS Spreadsheet(2)
663/1092
7/30/2019 RVS Spreadsheet(2)
664/1092
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665/1092
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666/1092
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667/1092
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668/1092
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669/1092
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670/1092
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671/1092
7/30/2019 RVS Spreadsheet(2)
672/1092
7/30/2019 RVS Spreadsheet(2)
673/1092
7/30/2019 RVS Spreadsheet(2)
674/1092
7/30/2019 RVS Spreadsheet(2)
675/1092
7/30/2019 RVS Spreadsheet(2)
676/1092
7/30/2019 RVS Spreadsheet(2)
677/1092
7/30/2019 RVS Spreadsheet(2)
678/1092
7/30/2019 RVS Spreadsheet(2)
679/1092
RAPI
FEMA 15
FEMA 17
BASIC S
BASIC S
SOIL AT
BENCH
Building
7/30/2019 RVS Spreadsheet(2)
680/1092
Conditio
Vertical I
Horizont
FIN
DEFI
7/30/2019 RVS Spreadsheet(2)
681/1092
7/30/2019 RVS Spreadsheet(2)
682/1092
7/30/2019 RVS Spreadsheet(2)
683/1092
7/30/2019 RVS Spreadsheet(2)
684/1092
7/30/2019 RVS Spreadsheet(2)
685/1092
7/30/2019 RVS Spreadsheet(2)
686/1092
7/30/2019 RVS Spreadsheet(2)
687/1092
7/30/2019 RVS Spreadsheet(2)
688/1092
7/30/2019 RVS Spreadsheet(2)
689/1092
7/30/2019 RVS Spreadsheet(2)
690/1092
7/30/2019 RVS Spreadsheet(2)
691/1092
7/30/2019 RVS Spreadsheet(2)
692/1092
D VISUAL SCREENING WORKSHEET
PREC
AST
CONC
RETE-TIL
T-
UPBU
ILDINGS
11
PC1
TU
Criteria for modification factor
ORE (1988) 2.0
ORE (2002) 2.6
ITE
Soil Profile SL1 (no modification factor)
(Soil Types A (Hard Rock)+B Avg. Rock) = no
modification factor)
Soil Type C (Dense Soil) -0.4
Soil Type D (Stiff soil) -0.6
Soil Type E (Soft soil) -0.4
ARK YEAR
Pre-Code factor (pre 1941) -0.8
Modification factor for Post-Benchmark year (different for
each state and sometimes varies in each jurisdiction.)2.0
Basic Benchmark years from Model Code Provisions
NEHRP#
UBC 1997BOCA #
SBCC #
height
7/30/2019 RVS Spreadsheet(2)
693/1092
MID RISE (4-7 stories)
HIGH RISE (>7 stories)
cracks/damage/settlement -0.5
regularity
1&2) Soft/weak Story
Extreme Soft Story
3) Geometric Irregularity
4) Mass Irregularity
5) steps in elevation/inclined walls/discontinuities in load
path/hillside site.
6) Short Columns
l Irregularity -0.5
1) Torsion
2) "L", "U", "E", "T" or other irregular plan shape with re-
entrant corners.
L SCOREIf FINAL SCORE is above 2 or 2.5
= Proceed with a detailed
evaluation to determine if mitigation
is required.
ITIONS
SOILS
Site class A Hard rock with measured shear wave velocity greater than 5,000
Site class B Rock with shear wave velocity between 2,500 and 5,000 ft/sec
Site class C Very dense soil or soft rock [velocity between 1,200 and 2,500 ft
Site class D Stiff soil [velocity between 600 and 1,200 ft/sec]
Site class E Soil profile with velocity less than 600 ft/sec
Site class F Soils require site-specific evaluations [liquefiable, peats, high pla
NOTES
A blank space where a factor # is expected means that the factor is not applicable to th
# Indicates no benchmark year (i.e., no buildings of this type may receiv
## Contact local building official for benchmark year.
7/30/2019 RVS Spreadsheet(2)
694/1092
NEHRP = National Earthquake Hazards Reduction Program,
FEMA 302, Recommended Provisions for the Developm
UBC = International Conference of Building Officials, Uniform Building
BOCA = Building Officials and Code Administrators, National BuildingSBCC = Southern Building Code Congress, Standard Building Code.
7/30/2019 RVS Spreadsheet(2)
695/1092
7/30/2019 RVS Spreadsheet(2)
696/1092
7/30/2019 RVS Spreadsheet(2)
697/1092
7/30/2019 RVS Spreadsheet(2)
698/1092
7/30/2019 RVS Spreadsheet(2)
699/1092
7/30/2019 RVS Spreadsheet(2)
700/1092
7/30/2019 RVS Spreadsheet(2)
701/1092
7/30/2019 RVS Spreadsheet(2)
702/1092
7/30/2019 RVS Spreadsheet(2)
703/1092
7/30/2019 RVS Spreadsheet(2)
704/1092
7/30/2019 RVS Spreadsheet(2)
705/1092
PLAC
EA"1
"INEA
CHBOXW
HERE
THE
ATTR
IBUTE
ISTR
UE,'0'IF
ITIS
FALS
E,
'UK'IF
UNKN
OWN,
'N/A"IFNO
T
APPL
ICABL
E
RVST
OTAL
1 2.6
0
0
0
0
0
7/30/2019 RVS Spreadsheet(2)
706/1092
0
0
0
0
0
2.6
t/sec
sec]
ticity, or very thick soft/medium clays
at structural type.
e a positive age modifier in the RVS analysis.)
7/30/2019 RVS Spreadsheet(2)
707/1092
nt of Seismic Regulations for New Buildings.
ode .
ode.
7/30/2019 RVS Spreadsheet(2)
708/1092
7/30/2019 RVS Spreadsheet(2)
709/1092
7/30/2019 RVS Spreadsheet(2)
710/1092
7/30/2019 RVS Spreadsheet(2)
711/1092
7/30/2019 RVS Spreadsheet(2)
712/1092
7/30/2019 RVS Spreadsheet(2)
713/1092
7/30/2019 RVS Spreadsheet(2)
714/1092
7/30/2019 RVS Spreadsheet(2)
715/1092
7/30/2019 RVS Spreadsheet(2)
716/1092
7/30/2019 RVS Spreadsheet(2)
717/1092
7/30/2019 RVS Spreadsheet(2)
718/1092
7/30/2019 RVS Spreadsheet(2)
719/1092
7/30/2019 RVS Spreadsheet(2)
720/1092
7/30/2019 RVS Spreadsheet(2)
721/1092
7/30/2019 RVS Spreadsheet(2)
722/1092
7/30/2019 RVS Spreadsheet(2)
723/1092
7/30/2019 RVS Spreadsheet(2)
724/1092
7/30/2019 RVS Spreadsheet(2)
725/1092
7/30/2019 RVS Spreadsheet(2)
726/1092
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727/1092
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728/1092
7/30/2019 RVS Spreadsheet(2)
729/1092
7/30/2019 RVS Spreadsheet(2)
730/1092
7/30/2019 RVS Spreadsheet(2)
731/1092
7/30/2019 RVS Spreadsheet(2)
732/1092
7/30/2019 RVS Spreadsheet(2)
733/1092
7/30/2019 RVS Spreadsheet(2)
734/1092
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735/1092
RAP
FEMA 15
FEMA 17
BASIC S
BASIC S
SOIL AT
BENCH
Building
7/30/2019 RVS Spreadsheet(2)
736/1092
Conditio
Vertical I
Horizont
FIN
DEFI
7/30/2019 RVS Spreadsheet(2)
737/1092
7/30/2019 RVS Spreadsheet(2)
738/1092
7/30/2019 RVS Spreadsheet(2)
739/1092
7/30/2019 RVS Spreadsheet(2)
740/1092
7/30/2019 RVS Spreadsheet(2)
741/1092
7/30/2019 RVS Spreadsheet(2)
742/1092
7/30/2019 RVS Spreadsheet(2)
743/1092
7/30/2019 RVS Spreadsheet(2)
744/1092
7/30/2019 RVS Spreadsheet(2)
745/1092
7/30/2019 RVS Spreadsheet(2)
746/1092
7/30/2019 RVS Spreadsheet(2)
747/1092
7/30/2019 RVS Spreadsheet(2)
748/1092
D VISUAL SCREENING WORKSHEET
PREC
AST
CONC
RETE
FRAM
E
RCfra
mewit
hPre
4 12
8 PC2
Criteria for modification factor
ORE (1988) 1.5
CORE (2002) 2.4
SITE
Soil Profile SL1 (no modification factor)
(Soil Types A (Hard Rock)+B Avg. Rock) = no modification
factor)
Soil Type C (Dense Soil) -0.4
Soil Type D (Stiff soil) -0.6
Soil Type E (Soft soil) -1.2
ARK YEAR
Pre-Code factor (pre 1941) -0.8
Modification factor for Post-Benchmark year (different for
each state and sometimes varies in each jurisdiction.)2.0
Basic Benchmark years from Model Code Provisions
NEHRP#
UBC #BOCA #
SBCC #
height
7/30/2019 RVS Spreadsheet(2)
749/1092
MID RISE (4-7 stories) 0.2
HIGH RISE (>7 stories) 0.4
n
cracks/damage/settlement -0.5
rregularity -1.0
1&2) Soft/weak Story
Extreme Soft Story
3) Geometric Irregularity
4) Mass Irregularity
5) steps in elevation/inclined walls/discontinuities in load
path/hillside site.
6) Short Columns
al Irregularity -0.5
1) Torsion
2) "L", "U", "E", "T" or other irregular plan shape with re-
entrant corners.
L SCORE
If FINAL SCORE is above 2 or 2.5 =
Proceed with a detailed evaluation
to determine if mitigation is required.
ITIONS
SOILS
Site class A Hard rock with measured shear wave velocity greater than 5,000 ft
Site class B Rock with shear wave velocity between 2,500 and 5,000 ft/sec
Site class C Very dense soil or soft rock [velocity between 1,200 and 2,500 ft/s
Site class D Stiff soil [velocity between 600 and 1,200 ft/sec]
Site class E Soil profile with velocity less than 600 ft/sec
Site class F Soils require site-specific evaluations [liquefiable, peats, high plast
NOTES
A blank space where a factor # is expected means that the factor is not applicable to tha
# Indicates no benchmark year (i.e., no buildings of this type may receive
## Contact local building official for benchmark year.
7/30/2019 RVS Spreadsheet(2)
750/1092
NEHRP = National Earthquake Hazards Reduction Program,
FEMA 302, Recommended Provisions for the Developme
UBC = International Conference of Building Officials, Uniform Building C
BOCA = Building Officials and Code Administrators, National Building CoSBCC = Southern Building Code Congress, Standard Building Code.
7/30/2019 RVS Spreadsheet(2)
751/1092
7/30/2019 RVS Spreadsheet(2)
752/1092
7/30/2019 RVS Spreadsheet(2)
753/1092
7/30/2019 RVS Spreadsheet(2)
754/1092
7/30/2019 RVS Spreadsheet(2)
755/1092
7/30/2019 RVS Spreadsheet(2)
756/1092
7/30/2019 RVS Spreadsheet(2)
757/1092
7/30/2019 RVS Spreadsheet(2)
758/1092
7/30/2019 RVS Spreadsheet(2)
759/1092
7/30/2019 RVS Spreadsheet(2)
760/1092