2009/06/23 City Council Resolution 2009-59RESOLUTION NO. 2009-59
RESOLUTION OF THE CITY COUNCIL OF THE CITY OF ROHNERT PARK
Endorsing
REVISED RESIDENTIAL SEISMIC STRENGTHENING STANDARD PLAN SET
WHEREAS, the City of Rohnert Park is subject to various earthquake - related hazards including
very violent ground shaking; and
WHEREAS, the U.S. Geological Survey has found that there is 62% chance that one or more
earthquakes of magnitude 6.7 or greater will occur on one of several active faults in the Bay Area
in the next 30 years; and
WHEREAS, the City of Rohnert Park seeks to maintain and enhance a disaster - resistant region
by reducing the potential loss of life, property damage, and environmental degradation from
natural disasters, while accelerating economic recovery from those disasters; and
WHEREAS, the City of Rohnert Park is committed to helping meet the need of Bay Area
residents for safe and disaster - resistant housing that is architecturally diverse and serves a variety
of household sizes and incomes; and
WHEREAS, the City of Rohnert Park finds that unbraced or inadequately braced cripple wall
houses in the Bay Area represent a significant earthquake risk to the safety of residents and their
property; and
WHEREAS, a Standard Plan A.: Residential Seismic Strengthening Plan (Plan Set) has been
developed by a committee representing ABAG's Earthquake and Hazards Program, building
contractors, the Structural Engineers Association of Northern California (SEAONC), the
California Building Officials (CALBO), the International Code Council (ICC) Tri- Chapters (East
Bay, Peninsula, Monterey Bay), and the Earthquake Engineering Research Institute (EERI)
Northern California Chapter, and each organization has formally approved of the Plan Set.
NOW THEREFORE, BE IT RESOLVED that the City Council of the City of Rohnert Park
endorses Standard Plan A: Residential Seismic Strengthening Plan — 2008 as a prescriptive
seismic strengthening plan for cripple wall bracing and foundation sill plate anchorage of light
wood - framed residential structures not more than two stories in height and containing not more
than two dwelling units.
BE IT FURTHER RESOLVED that the City Council of the City of Rohnert Park strongly
encourages its residents to utilize this Standard Plan Set by promoting its use as a minimum
standard for seismic retrofitting.
DULY and REGULARLY.AjLOPTED this 23`d day of June, 2009
ATTEST: W 62 CITY COUNCIL
AAX '644��Otl' _h CAuPo IL14 0`
ity Clerk a or
BELFORTE: NO CALLINAN: AYE MACKENZIE: AYE STAFFORD: AYE BREEZE: AYE
AYES: (4) NOES: (1) ABSENT: (0) ABSTAIN: (0)
Wall line (15'-0" + 21'-0* = 36'-0")
Minimum plywood bracing = 6'-8" + 8'-0" = 14'-8"
15'-0* + 21'-0"
A Ar" IV XTIVID AT .
1 . All existing concrete and wood material which will be part
of the strengthening work shall be in sound condition and
free from defects which would substantially reduce the
capacity of the material. Any substandard material shall
be repaired or replaced to meet minimum building code
requirements. New foundations shall meet current Building
Code requirements.
2. All metal connectors and hardware shall meet an approved
standard for its intended use and be installed per
manufacturer's instructions, and in accordance with the
requirements of these standards. Alternate details may be
approved by the building official provided detailed
information and calculations are submitted and approved.
3. All existing under floor ventilation shall be maintained.
4. Due to the corrosive nature of new pressure treated wood
which can cause premature failure of the metal hardware,
fasteners in new pressure treated wood shall be hot
dipped galvanized fasteners (meeting ASTM A153) and
connectors (ASTM A 653 class G185 sheet), or better.
5. LEGEND:
(E) = Existing construction; (N) = New construction
4/Sl Refer to detail 4 on sheet S1
NTS Not to scale ; Min = Minimum
FFC Floor Framing Clip
B. MUDSILL CONNECTIONS:
1 . New bolts or UFP10 anchors required by reinforcement
schedule 4/Sl shall be installed within plywood braced
panels. See detail 2/S2.
2. Where an existing continuous rim joist, end joist, or solid
blocking between joists, does not exist above the perimeter
cripple wall or mud sill, new blocking and/or supplemental
connections shall be provided and subject to approval by
the building official.
3. All new mud sill bolts shall have a 3" X 3" X Y4" plate
washer installed between the mud sill (or blocking) and
the nut.
Street side 4. New bolts shall be 1,r2 inches minimum from the edges
NOTES: of the mud sill and 6" from the ends.
1. This is a sample plan of a 1200 SF one story home of "light construction" 5. Existing anchor bolts are generally not reliable and should
2. (�homeowner to choose most appropriate detail. not be considered as meeting the requirements of this
plan set.
,SAMPLE FOUNDATION AND PLYWOOD LAYOUT PLAN TECHNICAL NOTES.
SCALE: 3/16"=1'-O" 3
(N) 2x for plywood
braced panel splice
(where required)
see detail 4/S2-
(E) top
plates ___\
(E) floor
joists
(N) 1_70 or
L90 FFC
(N) vent holes
typical
(N) plywood braced panel.
See detail 4/S2
(N) nailing pattern
see detail 4/S2
6. New bolts or anchors within new braced panels shall be placed
as follows:
a one bolt or anchor at each end of the braced bay
b additional bolts or anchors at 32" on center or less.
c additional foundation bolts or anchors as required by the
schedule detail 4/S1.
7. New mudsill plates shall be pressure-trecited douglas-fir
or f ou ndation -grade redwood.
8. New steel bolts shall conform to ASTM A307. Adhesive
or expansion type anchors shall be installed per
manufacturer's instructions. Third party special
inspections is not required. Expansion bolts shall not be
used when the installation causes cracking of the
foundation wall at the location of the bolt. The use of
is adhesive type" anchors are strongly encouraged.
9. Provide new mudsill bolts or anchors outside of braced
panels at 6'-0" on center or less.
C. FLOOR TO CRIPPLE WALL / MUDSILL
d"n1V1VVt-19rTn1V-
1. See "Reinforcement Schedule" 4/Sl and detail 5/S2
for required connection.
2. Increase length of nails Y2" when attaching floor
framing clips through plywood.
3. If splices in double top plates do not have a minimum 48"
lap, provide a new minimum 4' strap. See detail 6A/S2.
4. Existing single top plates shall reinforced with a 16ga x
48" metal strap. See detail 6B/S2.
5. Where plate straps occur within a braced panel, the strap
shall be placed over the plywood and the plywood nails
omitted where the strap is installed.
D. PLYWOOD BRACED PANEL
T1%JQ 9r A I I A 9rinT*J -
1. See 4/S1 "Reinforcement Schedule" for the required length
of new plywood panel bracing along each wall line. See
"Sample Foundation Plan" for the definition of a "wall line"
and an example of plywood panel layout.
2. Install plywood braced panels at each end of each wall line
and space additional panels, as needed, along each wall line.
3. Plywood braced panels closest to the ends of wall
lines shall be located as near to the ends as possible.
Panels may be located away from the ends of a wall line
when existing obstructions or limited clearance necessitates
such relocation.
4. Plywood braced panels should be nearly equal in length and
should be nearly equal in spacing along the length of the
wall where possible.
REINFORCEMENT SCHEDULE
GENERAL INFORMATION
PLYWOOD BRACING
MUDSILL ANCHORAGE
FLOOR TO CRIPPLE WALL MUDSILL
CONNECTION
CHECK THE BOX
WHICH APPLIES
TOTAL FLOOR
AREA (SF) (1)
HEAVY OR
LIGHT
CONSTRUCTION
MINIMUM
TOTAL BRACING
LENGTH ALONG
EACH WALL LINE
MINIMUM SILL ANCHORS
ALONG EACH WALL LINE
MIN. NO. OF FLOOR FRAMING CUPS (FFC)(3)
ALONG EACH WALL LINE (4)
H10 anchor
uses (8) - 8d X 1-1/2" nails (.131 x 1 1/21_
820 lbs.
1/2" dia. bolt
1170 lbs.
5/8' dia. bolt
1340 lbs.
UFP10- Universal plate anchor
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It FOOTNOTES FROM TABLE:
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See total floor area retrofit Construction Data.
2. When UFP anchors and bolts are used in a single wall line, UFP anchors
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maybe substituted for the number of bolts.
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3. Not more than one ongle per joist bay unless joists are spaced 24 inches on center.
Where practicable install angles between ists above plywood braced panel locations.
4. Install L70 & L90 W/ 10d x 1Y2" nails 1!-0148 x
5. H10 uses (8) 8d (.131" dia.) x 1Y2" into joist and (8)
8d (.131" dia.) x 1Y2" into top plates.
-ENFORCEMENT SCHEDULE
(N) mud sill connection (N) blocking
IRT
see detail 2A/S2 if required for flush
plywood installation.
(N) Y2" or-%" diameter See detail 2B/S2
anchor bolt @ 6'-0" o.c.
(N) optional UFP10
outside of (N) plywood per schedule 4/Sl
brand panels.
(alternate)
S
See detail 2/S2
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(E) mudsill
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1 This detail shows a sample cripple wall which has undergone. a typical ipg
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seismic retrofit.
2. This detail is not intended to supersede requirements contained
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in the specific installation details on sheet S2.
3. This isometric is viewed from the interior of the crawl space.
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5. The length of each individual panel must be twice the
height of the cripple wall being braced, but never less
than 48 inches in length.
6. The perimeter of all new plywood braced panel shall be
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nailed to existing cripple wall studs, top plate(s) and the
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mudsill at 4" on center. Attach plywood to intermediate
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cripple wall studs at a maximum of 12" on center. 100 1', NO, _IKI�.,,,?" MR,"
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7. Nails shall be 8d common x 2Y2" long with a minimum 'J,
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shank diameter of .131 inches (.131 x 2Y2"). .131 x A
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8. Plywood braced panel shall be 5-PLY,
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9 Maintain a minimum edge distance from center of nail "REM
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10. Do not overdrive, countersink, or otherwise damage the
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outermost ply" when installing nails.
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11. Do not space nails closer than
braced panels.
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for double stud at plywood joints.
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E. PERMIT & INSPECTION REQUIREMENTS:
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1 Submit a permit application and 2 completed plan sets to
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the Building Dept. for review (photographs of the mud sill,
cripple wall, and floor framing conditions may assist the PURPOSE:
review process).
2. Before starting work the permit holder may be required 1. These plans set standards for stre�gthening �nay be approved
to schedule a pre-construction inspection with the by the building official without requiring additional plans or
calculations. They provide an economical method to help
building department to verify that field conditions are improve your home's chances of surviving an earthquake.
consistent with the information provided on the approved
plan. 2. The intent of these standards is to promote public safety
3. Inspections by the building department are required for: and welfare by reducing the risk of earthquake damage to
a) foundation bolt/anchor plate installation, existing wood-framed residential buildings.
3. The requirements contained herein are pi�escriptive minimum
b) installation of blocking, standards intended to improve the seismic performance of
c) plywood braced panel installation on cripple wall, residential buildings. They will not necessarily prevent
d) metal hardware installation, and earthquake damage, nor make your home earthquake proof.
e) final inspection. These recommenclations are based on assumptions that apply
to houses of average construction. You are encouraged to
4. No work requiring inspection shall be covered until it has have a competent licensed engineer or architect review the
been inspected and approved by the Building Department. plans & modify them as appropriate for your home.
5. Prior to final inspection, smoke detectors shall be installed 4. The prescriptive details and provisions are not intended t
in the attached dwelling(s) in accordance with building be the only acceptable strengthening methods permitted
code requirements. (alternate details and methods may be used when appro ed
by the building official).
5. When the building official determines that conditions exist
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DEFINITIONS- "LIGHT" AND "HEAVY" CONSTRUCTION analysis and documentation shall be prepared by a California
licensed architect or engineer.
HEAVY CONSTRUCTION is your home constructed using any of the following: 6. This iresc iptive plan addresses only seismic strengthening
1. Stucco extedor wall finish work . PAIterrnative designs will be considered on a
2. Heavy roofing consisting of concrete or clay tiles case-by-case basis. Work done under permit pursuant to
(Weighing up to 11 pounds per square foot) this prescriptive plan does not legalize any previous work
done without a permit.
NOTE: APPLICATION INSTRUCTION:
Clay tile weighing more than 11 pounds per square foot may be considered
on an individual basis. Check w/ your local Building Department.
LIGHT CONSTRUCTION is any building constructed using only the following.
ROOFING MATERIALS:
1. Wood shakes or shingles
2. Composition or asphalt shingles
3. Metal roofing (Weighing 5 pound
EXTERIOR WALL FINISHES:
1. Wood panel sheathing
2. Wood board siding
3. Similar light board siding
6. H10 floor framing clip should be used as an
alternate only where accessibility makes the use
of L70 or L90 impractical. L70 and L90 clips
are preferred over H10 FFC.
s per square foot or less)
INTERIOR WALL FINISHES:
1. Gypsum board
2. Gypsum or plaster lath
CONNECTOR CAPACITY
(Pounds) and Connection Description
458 lbs.
L70 is 16 go X 7" long
uses (8) - 10d X 1-1/2' nails (.148 x 1 1/21
L90 is 16 go X 9" long
600 lbs.
uses (10) - 10d X 1-1/2" nails (.148 x 1 1/21
505 lbs.
H10 anchor
uses (8) - 8d X 1-1/2" nails (.131 x 1 1/21_
820 lbs.
1/2" dia. bolt
1170 lbs.
5/8' dia. bolt
1340 lbs.
UFP10- Universal plate anchor
1.Draw a scaled foundation plan of the house in the graph
space provided on sheet S2 (refer to the "sample foundation
and plywood layout plan". Detail 1/S1 for guidance).
2.Provide appropriate construction information in the
"Construction Data", detail 5/S1. Determine the spacing
requirements for the mudsill bolts or anchor plates to be
used and identify the type of FFC clip to be used.
3. Based upon the homes square footage, number of stories
and type of construction 'heavy" or 'light", determine the
requirements for I) plywood bracing, mudsill anchorage" and
floor to cripple wall/mudsill connections". Based on
the "Reinforcement Schedule". See detail 4/S1.
4. Identify on the "Foundation plan" the direction of run of
all your floor joists.
5. Identify on the "foundation plan" (along the perimeter
walls) the location of all fireplaces.
6. For each wall segment on the foundation plan indicate the
plan details which represent:
stepl: the mud sill anchoring method. See detail 2/S2.
step2: the floor-to-cripple wall/mudsill attachment. See det. 5/S2.
step3: the cripple wall bracing method to be used. See detail 4/1,
7.For each wall segment on the foundation plan indicate the
maximum cripple wall height and the length and location of
all plywood braced panels to be installed (identify all wall
section that do not have cripple walls).
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, 1, per
_____ * 4/S1, but not less hen 16" o.c.
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OUNDATION PLAN Street side I - �
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E C K SCALE: ONE SQUARE (1/4") = ONE FOOT I . 1/3 x 1/491 = 411 # �;J �1/4" =
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(E) Cripple stud______Z. Predrill blocking where anchor is -
(N) Steel plate washer--,,, I (N) Mud sill anchor bolt: installed through
I " _ �._ See detail 3B/S4 for blocking and mud sill
.
J I ',,_�. I- 1� , installation requirements I- 1. - -
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(Mudsill bolt/anchor not shown, see detail 2/S2 for requirements) (Mudsill bolt/anchor not shown, see detail 2/S2 for requirements)
FLOOR JOIST PERPENDICULAR TO FOUNDATION . FLOOR JOIST PARALLEL TO FOUNDATION
TYPICAL FLOOR-TO-MUDSILL CONNECTIONS:
(A)
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(E) First floor wall --------,,,,,, (E) Flooring (E) Rim 'a's or blocking. (E) First floor wall framing
_ Provide �N�' 2x blocking _��
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FRONT VIEW SIDE VIEW (Trapezoidal or Stemwall) FRONT VIEW I SIDEVIEW
framing , "IN (E) Floor joist
where missing at braced ..a,,,,,--, ... 11" ..... ... .... .... " (E) Flooring
plywood panels
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ANCHOR THROUGH MUDSILL ONLY ANCHOR THROUGH BLOCKING AND MUDSILL I
(A) (�)
(E) Rim 'oist or blocking. (N) L70 or L90 FFC. Place at intervals
Provide �N�' 2x blocking as required per schedule 4/S1, but not
" ..
where missing at braced . less then 1 6" o.c. @ braced bays.
plywood panels Fasten with 10d x 1,V" nails (.148"xl,W)
: 2 2
.
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I . Alternate H10 hurricane tie
(E) Cripple wall in lieu of L70 or L90
top - (N) Plywood braced
I (E) Floor joist
(N) L70 or L90 FFC. Place at
intervals as required per schedule
4/S1, but not less then 16" o.c.
@ braced bays. Fasten with
(E) Cripple wall 10d x %" nails (.148"x%")
top plate (N) Plywood braced
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11 (E) Mudsill A where required). See detail 4/S2 tj
Provide �/4"4V2" SDS ?_-, ------_ --_41J (N) Blocking
,/",/ il "
, screws Vor equal) I
I
1. _\ ,'A ''I'll'', .................... 11 .................. �� (Fit tight to studs)
, ,�,11 anc or. where U P10 is 1;. (E) Mudsill "I
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� , � installation requirements � (N) Anchor plate (UFP10) ! � � . (N) Anchor plate (UFP10)
".
4" min.- .4 .: J ..:.
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. . I % . . and bolt. See detail 38/Sl I , .. �. - and bolt. See detail 3B/S1
I . ..
.. .. . �jl - ..t. :$, (E) Concrete foundation. * .. .... � for installation requirements .. �. I.. �.i � for installation requirements
...; - �. 11 � . SIDE VIEW I 4. . * �..-. .
;.,
plate panel.
See detail 4/S2 for requirements
panel.
See detail 4/S2 for requirements
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I r . .. . i. - .�.A . ... SIDE VIEW
FRONT VIEW (WITHOUT BLOCKING) -- (E) Concrete foundation (BLOCKING REQUIRED)
FLOOR JOIST PERPENDICULAR TO CRIPPLE WALL .
FLOOR JOIST PARALLEL TO CRIPPLE WALL .
< W
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. OPTIONAL ADJUSTABLE ANCHOR PLATE
@ USE WHEN THERE IS LIWTED CLEARANCE FOR ANCHOR BOLT INSTALLATION)
. FLOOR-TO-CRIPPLE WALL CONNECTIONS:
@
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(FOR
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YPICAL MUDSILL TO CONCIZETE FOUNDATION CONNECTIONS,,
(D-i
5 AL FLOOR-TO-CRIPPLE WALL OR FLOOR-TO-MUDSILL CONNECTIONSO
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Detail applies where existing
ACKNOWLEDGMENTS
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Njl relocated or (N go nail stop
Cutout in plywood at) 16
all late or. stud
for piping, cond �E conduit or p
uit, notches
wire
splices in double top plates (N) 16 gouge metal strap tie
are less then 48" and at 0 splice location with (14) 8d
I
This prescriptive plan set and the pr ovisions for voluntary seismic retrofit of wood-frame homes
1�
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F_ 0
wiring, etc. 1X" to %" radius-cut electrical
- 1 Y4 . (N) o I
to 1Y9 "
radius-cul p (E) cripple
- 'i Provide 8d @ 4" o.c. sto at all
/ / 11 e(s)
I 1 7 77 7, - I I Z ?, -, - 7 - 1, � -r, I -, - 7Z, I ;��,_ '7!�,Z(",7-1.--,--,-,-!,-,�-,7-7� - I "Ill at all (N) blocking notches wall top plat I I
, ..� ,
fr, ,��I'?,"�,,,,, 7,171", ,�,_ . � ��
., ,� , i I",/// 2 ell ", . I
, ,��;�if,,��,, "'.."', //,�. ..,1_7�7;,r, -7,7�'�,-,�:7;T;�,;,, ,
"" '�,,'f-,4,�f,��5�,� � ,L7 ,.,-", .,;,; - ;
� I 11 I .1 1. I 1 .,7-",--7,7-,7-"-z�-2���,,":�,,,', � 3/4" max. depth
breaks in single top plates common nails (:131" x 1Y211).
I nails on each side of the joint
(E) Joint I (E) Single
(E) Double __"�- (E) Joint all top plate
wall top plate �_(E) Lap spl e 11 -\�,
I
V
were
international
representatives
A.
developed by a committee representing the East Bay and Peninsula chapters of the
code council (ICC). In addition, the plan development committee consisted of
from the following organizations who provided. contributions and peer review:
Structural engineers association of Northern Californi a (SEAONC), Existing building committee,
Seismology & Structural standards, Light-Frame subcommittee.
U)
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1� � N'-Q, ��, , -
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"_ "",^7 .. 4 (N) Plywood ---/ do not over cut
1� , ,,,, ), �, " . .��,��.,,; , , ") � I
.1 "S P,� ", �
I - .. ��"`�.,,-. , �Z;i,:�,i'Z,,� �;;; _.;�;, � 11,
11 " - � i�,` / 4 , ',
'. '�",`? ,,,,, '1�`
I , � ,�,, ,, � , " "'.,
, , �" �,/�,.',, .: 1111 11 1111( -,,/,'
.'' ... I,; , , , , , , ,'I./, �11 �, " ';%, I,, I. Install (N) blocking between studs braced panel
I I
-_ - -_ I
I . - I / 7- - . - . . .
_,*_1_i__t__" __.�F__�_ - -
- �_ _� . . r-
P � I
---
,�, ',�', " r/'11T1P , 11 , 5 .11 .11 " �
"I ,,��,��,,',,,�,�,�4,.!���:',��//"., , -
B .
C.
Association of bay area governments (ABAG) earthquake program. .
Building contractors specializing in home retrofitting.
�
W
X
Existing , ,
,. 11�1�/`�:f,/�,�"; to permit proper panel edge-nailing 21' Max. ,�
_11 1. � ... � . . . . . . :."vi�'; - , f.,,�,,g , ��.� I _/
"/A./`/`�`,
I. �, I "
.,
- , �, .1
1i t.- at cutouts. Use two 16d (.162"x 3 J/2") ��,,�z��.,/���l":',��-/,��I'l�/ 1'11�i_". �X ,._�
1`/'/��/',;�'.� S.//!�,,;;�/,;, �;7 � ."/, ,/, "";�,J�
I I - . . � . , " /�/.,,;�,'/,_�� ,�'!
I 4 . . - m , , .?
/
, �11111'11`� 11 '�"�e` ";1"I'l)", , ,�",,"'�,'�f� ",'�,��
. " /, /11; 1, 1/1�Z1/,1,'f �i� ','�<';,
� ;� � �1,- "I � /,, ,
1 , ; 'f.,;'
I ,!e.;. 1 "7 ,�, , (" ",;4� "t ;�,/", "
,�,�,;/"�','� �,� ,;,�� ,�., '/;`�"' `,,�',
,� ,
, , �,, ; \_ ,,, ", :f 111111
I " � ,.�
, "
, ''�� ", , ,."../I
�'- , " _ , �"" 11
D.
California building officials (CALBO) emergency preparedness committee.
CL
I . . . . . I '//�;;11/1'111 ,.� ^,
i -0: n - I . - .
I . . . .
I I . 1 1 . ails at each end. /�1'0`,,`;�/,'T"/, ";/;.,',(,".; ,//�;;, ,/,",I ,. � , I
1 1. .
.�_,_ --- , , I'll
F __V
11 � !_,;�,,!" " ''
E.
California building officials (CALBO) seismic safety committee.
� I . A - 7. I :4 � 0. ..
. I I A I :.a . V
A . .1 4 . . 4 . . I 16' . . At cutout, increase plywood braced
panel length a distance equal to length SIDE VIEW . FRONT VIEW
\- �N) Plywood braced panel --J
\Ycripple stud where occurs). See detail 4/S2 Cripple studJ
F.
G.
Earthquake engineering research institute, Northern California chapter (EERI-NC)
ICC, TRI-chapter (East Bay, Peninsula, Monterey Bay) plan check standards committee.
0�
of cutout(s) or one stud space (minimum)
CUTOUT REQUIREMENTS IN PLYWOOD PANELS ALLOWABLE NOTCHING AND REINFORCING
(�S) @ FOR TOP PLATES AND STUDS
DOUBLE TOP PLATE SINGLE TOP PLATE
(�) REINFORCING DETAIL (�) REINFORCING DErA-IL
NOTE - The professional organizations, governmental agencies and others involved in this process,
including ICC and its chapters, SEAONC, CALBO, EERI-NC, their committees, and their individual
REVISION 1 08/01/2008
YPICAL PANEL CUTOUTS & NOTCHING REQUIREMENTS
TYPICAL TOP PLATE SPLICE DETAILS
members do not make any warranty or assume any legal liability or responsibility for the use of
or reference to opinions, findings, conclusions or recommendations included in these drawings,
(I-iLE: .
)
e
plan
sets, or booklets. I
SCALE: NTS - -
NTS ___ - -
NOTE
- Technical' changes may not be made without the express permission of the committee.
12 OF 2 1