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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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314/1092

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 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

7/30/2019 RVS Spreadsheet(2)

315/1092

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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371/1092

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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409/1092

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 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

7/30/2019 RVS Spreadsheet(2)

411/1092

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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.)

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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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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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452/1092

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 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

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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

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474/1092

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475/1092

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476/1092

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477/1092

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478/1092

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479/1092

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480/1092

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481/1092

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482/1092

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483/1092

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484/1092

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485/1092

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486/1092

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487/1092

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488/1092

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489/1092

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490/1092

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491/1092

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492/1092

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493/1092

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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

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497/1092

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498/1092

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499/1092

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500/1092

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501/1092

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502/1092

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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

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'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

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525/1092

7/30/2019 RVS Spreadsheet(2)

526/1092

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527/1092

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528/1092

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529/1092

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530/1092

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531/1092

7/30/2019 RVS Spreadsheet(2)

532/1092

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533/1092

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534/1092

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535/1092

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536/1092

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537/1092

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538/1092

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539/1092

7/30/2019 RVS Spreadsheet(2)

540/1092

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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

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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

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'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

UNKN

OWN,

'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

#

#

#

#

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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

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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

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672/1092

7/30/2019 RVS Spreadsheet(2)

673/1092

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674/1092

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675/1092

7/30/2019 RVS Spreadsheet(2)

676/1092

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677/1092

7/30/2019 RVS Spreadsheet(2)

678/1092

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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

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691/1092

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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

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718/1092

7/30/2019 RVS Spreadsheet(2)

719/1092

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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

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725/1092

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726/1092

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727/1092

7/30/2019 RVS Spreadsheet(2)

728/1092

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729/1092

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730/1092

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731/1092

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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

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738/1092

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739/1092

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740/1092

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741/1092

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742/1092

7/30/2019 RVS Spreadsheet(2)

743/1092

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744/1092

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745/1092

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746/1092

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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