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A2 . 2 Salem Probate and Family Court
Space Program
DCAM
Draft March 6, 2006
J.Michael Ruane Judicial Center/Salem Trial Court TRC 9910 ST2 April 4,2007
Goody Clancy
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A2 .3 Chapter 34 Evaluation
Renovation of the Probate and Family Court
Building
Salem, Massachusetts
J. Michael Ruane Judicial Center
Rolf Jensen &Associates, Inc.
April 19, 2006
J.Michael Ruane Judicial Center/Salem Trial Court TRC 9910 ST2 April 4,2007
Goody Clancy
RJRROLF JENSEN & ASSOCIATES, INC.
CHAPTER 34 EVALUATION
RENOVATION OF THE
PROBATE & FAMILY COURT BUILDING
SALEM, MASSACHUSETTS
J. MICHAEL RUANE JUDICIAL CENTER
TRC 9910 ST2
Prepared for:
Goody Clancy & Associates
334 Boylston Street
Boston, MA 020116-3866
April 19, 2006
Project B37863
1661 WORCESTER ROAD,SUITE 501,FRAMINGHAM,MA 01701-5401 USA, +1 508 620-8900, FAX+1 50H 620-0908
www.riagroup.com
A SUBSIDIARY OF THE RJA GROUP,INC.
PROBATE & FAMILY COURT- RENOVATION B37863 - Page i
Chapter 34 Evaluation April 19, 2006
TABLE OF CONTENTS
EXECUTIVE SUMMARY................................................................................................. 1
INTRODUCTION.............................................................................................................3
PROJECTDESCRIPTION ..............................................................................................3
APPLICABLECODES.....................................................................................................4
PFC EXISTING CONDITIONS REVIEW......................................................................... 5
GENERAL....................................................................................................................... 5
CONSTRUCTION CLASSIFICATION - HEIGHT AND AREA......................................... 6
FIRE PROTECTION SYSTEMS ..................................................................................... 6
MEANSOF EGRESS...................................................................................................... 7
EXIT SIGNAGE AND LIGHTING .................................................................................... 8
ACCESSIBILITY ............................................................................................................. 8
PROPOSED WORK........................................................................................................ 9
CHAPTER 34 EVALUATION ........................................................................................ 10
GENERAL CODE APPLICATION REVIEW.................................................................. 10
CHAPTER 34 — SCOPING PROVISIONS .................................................................... 10
APPLICATION TO NON-RENOVATED AREAS........................................................... 11
APPLICATION TO RENOVATED AREAS .................................................................... 11
MASSACHUSETTS ARCHITECTURAL ACCESS BOARD (MAAB)............................. 12
HISTORIC BUILDINGS................................................................................................. 12
NON-HISTORIC AREAS............................................................................................... 15
HAZARD INDEX REVIEW ............................................................................................ 17
CHAPTER 34 REQUIREMENTS APPLICABLE TO THE ENTIRE BUILDING ............. 18
CONCLUSION ..............................................................................................................28
PROBATE & FAMILY COURT- RENOVATION B37863 - Page 1
Chapter 34 Evaluation April 19, 2006
EXECUTIVE SUMMARY
Rolf Jensen & Associates (RJA) conducted a code review study of the Probate and
Family Court Building (PFC Building) and the Administrative Addition (AA Building)
located in Salem, Massachusetts. Our survey focused on items that are required to be
addressed in Chapter 34 of the Massachusetts State Building Code (MSBC). These
items include: means of egress, height and area limitations, fire protection systems,
enclosure of stairways, and structural requirements. It should also be noted that the
building is listed in the Historical Register and is classified as a Partially Preserved
Building. The major code issues in accordance with Chapter 34 include:
• Spaces in the building are "shifting around." For example, some spaces that are
classified as Use Group B, Business, are becoming Use Group A, Assembly
spaces (i.e. Courtrooms). Since the building will remain a courthouse, it is the
opinion of RJA that a change in use is not occurring. Since a change in use is
not occurring, the Construction Type of the building is not required to be
addressed.
• Elevators are located within two (2) of the building's stairs. This may be viewed
as a hazardous means of egress condition. The issue of elevators within Stairs
requires further discussion with the local Authority Having Jurisdiction (AHJ) and
possibly a variance.
• Assembly spaces (i.e. the Courtrooms) are being renovated and thus should
comply with the MSBC for new Construction. This includes eliminating the dead-
end corridors at the East and West ends of the building. It is proposed that new
Stairs will be added that flank the building to eliminate the dead-end conditions.
• Although new stairs are being added outside the footprint of the building, it is the
opinion of RJA that these small additions do not require that the Construction
Type of the building be evaluated since the stairs are being added to improve the
life safety of the building.
• The open Monumental Stair is considered part of the historic portion of the
building. However, Chapter 34 does require that it be enclosed or treated as an
atrium with a smoke control system or 2-story vertical opening. It is the intent of
the design team to enclose the stair at the Basement Floor, such that the space
creates a 2-story floor opening with a "bump down" to the Basement. This
approach will require discussions with the local AHJ.
• Exit signage and emergency lighting should be provided in lacking areas.
PROBATE & FAMILY COURT- RENOVATION B37863 - Page 2
CHAPTER 34 EVALUATION April 19, 2006
• The fire alarm system should be reconfigured for any renovated spaces.
• A standpipe system should be added to the PFC Building
• A sprinkler system is required to comply with Chapter 9 of the MSBC.
• The entire building should comply fully with MAAB since the cost of the
renovation exceeds 30% of the fair and full cash value of the building, unless a
variance is sought and obtained for historic portions of the building.
PROBATE & FAMILY COURT- RENOVATION B37863 - Page 3
CHAPTER 34 EVALUATION April 19, 2006
INTRODUCTION
Goody Clancy and Associates (GCA) has retained Rolf Jensen & Associates, Inc. (RJA)
to perform an evaluation of the existing Probate and Family Court Building( hereafter
referred to as "the PFC" or "the building") for proposed renovation work on the building,
located in Salem, Massachusetts. The purpose of the evaluation is to assess
compliance with applicable provisions of the Massachusetts State Building Code, Sixth
Edition (MSBC), the Massachusetts Architectural Access Board (MAAB), and American
Disability Act Accessibility Guidelines (ADAAG), given proposed alterations. This report
documents the Chapter 34 Evaluation required by Section 3402.0 of the MSBC and
details the requirements a building must satisfy if the building is to be altered or
substantially renovated.
PROJECT DESCRIPTION
The PFC portion of the Building consists of a basement level, two above-grade levels
and an attic. The AA portion of the Building consists of a ground level parking and four
above-grade levels, two for each of the Probate and Family Court Building's levels. The
PFC portion and the AA portion of the Building are physically connected by an adjoining
wall, with several doors leading from one portion to the other on each of the PFC levels.
The PFC portion of the Building was built in 1912, and consists of various offices,
common rooms, lobbies, maintenance/janitorial rooms, bathrooms and storage rooms.
The Administrative Addition portion of the Building was built in 1979, and consists of
offices, common rooms, lobbies, maintenance/janitorial rooms, bathrooms, and storage
rooms. In addition, a maintenance tunnel leads from the basement level of the
Administrative Addition portion of the Building eastward to a boiler room that houses the
heating plant for this Building and the adjacent Superior Court/County Commissioner's
Building (32 Federal Street). The maintenance tunnel and boiler room were included in
the survey.
The Probate and Family Court portion of the Building is constructed primarily of stone,
with a steel-frame hip roof with wood decking and wood plank on the attic floor, and
concrete basement and foundation. The Administrative Addition portion is constructed
primarily of steel-reinforced concrete with a flat built-up roof and concrete basement and
foundation. Interior finish materials in both portions of the Building include vinyl,
ceramic tile, carpet, and terrazzo flooring; sheetrock, marble, plaster, and wood finished
walls; and metal, acoustical ceiling tiles, and plaster ceilings.
PROBATE & FAMILY COURT- RENOVATION B37863 - Page 4
CHAPTER 34 EVALUATION April 19, 2006
APPLICABLE CODES
The applicable codes for the project include the following:
• The Massachusetts State Building Code, Sixth Edition (MSBC)
• The Massachusetts State Fire Prevention Regulations (Fire Code)
• The Massachusetts Architectural Access Board (MAAB)
• Americans with Disabilities Act, Accessibility Guidelines (ADAAG)
The Commonwealth of Massachusetts has undertaken efforts directed towards the
adoption of a new statewide building code. This new code will be based on the 2003
edition of the International Building Code (IBC). RJA is participating in the code
development process and expects that adoption of the new code will approximately
begin in January 2007. It is anticipated that there will be a six (6) month period
following adoption during which use of either the "old" or new code will be permitted. In
mid January, 2007, it is expected that use of the new, IBC based, MSBC will be
required. It is possible that this schedule will slip between 3 and 6 months.
At this time, the project team is proceeding with design using the new MSBC 7tn
Edition, with the goal of submitting for initial building permits after January 1,
2007. Since Chapter 34 of the 7t" Edition of the MSBC is currently not available,
the building was evaluated in accordance with Chapter 34 of the 6t" Edition. It is
expected that the Chapter 34 requirements contained in the 7t" Edition will be
very similar to the 6t" Edition requirements.
Based on our prior involvement in the development of the current MSBC 6t" Edition, and
our involvement in the development of the proposed new, IBC based, MSBC, we
believe that:
• The structural fire resistance requirements of the new, IBC based, MSBC will be
no more stringent than the current MSBC requirements.
• The Means of Egress provisions in Chapter 10 of the current MSBC will remain
largely unchanged.
• The Structural Loads provisions in Chapter 16 of the current MSBC will be
retained.
• The Energy Conservation provisions in Chapter 13 of the current MSBC will be
retained
PROBATE & FAMILY COURT- RENOVATION B37863 - Page 5
CHAPTER 34 EVALUATION April 19, 2006
PFC EXISTING CONDITIONS REVIEW
Jeremy A. Mason and Brian P. Carnazza of RJA surveyed the PFC building on
February 22, 2006. The survey was limited to visual review of existing conditions.
Destructive or invasive inspections and systems testing were not performed.
This section of the report documents existing conditions only.
GENERAL
The existing 1912 building is two (2) stories in height while the addition is five (5)
stories. Since it appears that the addition is a true addition and not a separate
building, the building will hereafter be referred to as a five (5) story building.
The existing principal user group for the facility are the Registry of Deeds and the
PFC. The building is classified as a mixed-use occupancy containing the following
specific uses:
• Use Group A-3, Assembly — Courtrooms, conference rooms, library
reading rooms (if 50 or more persons in each room)
• Use Group B, Business — Offices
• Use Group S-1, Moderate Hazard Storage — Compact shelving areas,
storage rooms
• Use Group S-2, Low Hazard Storage — Vehicle parking
areas, mechanical/ electrical/ plumbing rooms
• Use Group H, Hazardous — Diesel Fuel Storage located
under the addition
The Courthouse and business areas, including the addition, are not separated from
one another and are considered as a non separated mixed-use building. Thus,
the entire building should be counted when determining the construction type.
PROBATE & FAMILY COURT- RENOVATION B37863 - Page 6
CHAPTER 34 EVALUATION April 19, 2006
CONSTRUCTION CLASSIFICATION - HEIGHT AND AREA
The PFC original building is two (2) story structure with a five (5) story addition (i.e. the
AA Building). The height of the original PFC building is 47-feet to the attic floor and 67-
feet the gable roof. The height of the AA Building is 48-feet to the uppermost
occupiable floor slab and 59-feet to the flat roof slab. The maximum gross area per
floor of the building (original PFC Building plus the AA Building) is approximately 21 ,533
square feet.
The 1912 portion of the building construction includes load bearing masonry walls
(both interior and exterior), vaulted masonry floors with concrete topping supported
by unprotected steel beams, and columns. The roof is constructed of steel trusses
with wood planks with the outside covered with copper. It should be noted that the
attic floor is also wood planks. The 1912 building is a mix of noncombustible and
combustible construction with varying degrees of fire resistance. The original building
most clearly resembles Type IIB; Unprotected, Noncombustible, Construction if the
attic wood floor was replaced with Noncombustible Construction. If the wood attic
floor remains as-is, the building would likely be Type VB, Combustible, Unprotected
Construction.
The addition to the original building consists of substantial concrete construction.
Based on the concrete construction, the addition appears to be at least Type IIA,
Protected, Noncombustible Construction.
As previously stated, it appears that the addition was not constructed as a separate
building meaning that it is a true addition to the original 1912 building. Therefore,
both construction types detailed above should be considered when determining the
construction type of the complete building. The PFC building defaults to Type IIB
(assuming the attic floor is replaced) or Type 5B Construction if the floor
remains "as-is." This will be confirmed by the structural engineer once their
report is completed.
FIRE PROTECTION SYSTEMS
Sprinkler and Standpipe Protection — The main building is not equipped with an
automatic fire sprinkler system or a standpipe system. Partial sprinkler protection is
provided at the exterior First (1 s) Floor between the existing building and the addition.
The exterior windows and covered parking at grade level is provided with sprinkler
heads. In addition, standpipes are located in the two enclosed stairways of the addition,
but not in the main building.
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Fire Alarm System — The building is in the process of being provided with a newly
installed fire alarm system. The fire alarm is activated by smoke detectors, heat
detectors, and manual pull stations. Each floor is provided with fire alarm horns and
strobes. The fire alarm panel is located in the nearby building located at 32 Federal
Street (Superior Court).
Other Fire Protection Systems — Fire extinguishers are provided in the building.
MEANS OF EGRESS
GENERAL
The existing PFC and Registry of Deeds (ROD) means of egress includes two (2)
enclosed stairways, although one stair does contain an elevator within it. The building
also contains an open Monumental Stair that is not permitted to be used as a means of
egress. The buildings means of egress also contains corridors and various doors to the
exterior.
Door and stair egress width capacity are currently not sufficient for the existing
building occupant load.
ADDITIONAL COMMENTS
The following additional observations were made during our survey:
• It was apparent that some of the assembly spaces (Courtrooms) in the existing
buildings have an occupant load of greater than 50 occupants, but are only
provided with one means of egress from the space (refer to the attached existing
Second Floor Plan).
• The door swing of the double doors on the First (1s ) Floor leading from the Plan
Storage Rooms into the Main Lobby does not swing in the direction of egress
travel (refer to the attached existing First Floor Plan).
• The Monumental Stairway in the main portion of the building may be considered
a hazardous means of egress since it should be provided with a one (1) hour
FRR enclosure. The Monumental stair and one (1) of the two stairs in the AA
building contain elevators within them and may be considered a hazardous
means of egress.
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• The spiral staircases serving the attic and the break room from the Second (2nd)
Floor of the main building may be deemed hazardous or dangerous to life by the
AHJ.
• It appears that dead end corridors exceeding a travel distance of 20-feet in the
1912 portion of the building in the East and West corridors serving Courtrooms
and Offices on both the First (1s) and Second (2nd) Floors.
EXIT SIGNAGE AND LIGHTING
The Exit Signage was not compliant with the MSBC. During our survey, exit sign
observations included inadequate illumination, improper location, and exits missing in
locations. Emergency lighting with emergency backup has recently been added to the
building.
ACCESSIBILITY
The following observations were made during our survey:
• The front entrance on the Ground Floor will be accessible once the newly
constructed ramp is opened (completed March 2005). The lowest portion of the
Lower Level (Main Building) is not provided with an accessible entrance or route
for a disabled person to reach the Probation area of the floor (i.e. accessible only
by stairs). Stairs located within the building near the rear entrance as well as the
intermediate stairs located in the south end of the Probation area corridor prevent
accessible access to the space.
• The building is equipped with two accessible elevators meeting the minimum
elevator cab dimensional requirements for existing elevators of Section 28.7
MAAB.
• Panic bar door hardware was located approximately 51-inches above the floor on
the door serving the enclosed stairway with the elevator in the recent addition
portion of the building on the Lower Level. Hand-operated door opening
hardware should be located 36-inches to 48-inches above the floor (MAAB
26.11.2).
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• The top of the handrail gripping surface serving stairways was mounted between
30- inches and 33-inches for all stairways, except the Monumental Stair had
handrails at 28-inches. MAAB require that the top of handrail gripping surface
should be mounted between 34-inches and 38-inches above the stair nosings
(MAAB 27.4.2).
• The bottom handrail extension for the open stair way only extends a minimum of
six (6) inches. Handrails installed in stairways should terminate at the top and
bottom of a stair run, and should have extensions at the top and bottom at least
12-inches beyond the top and bottom riser and parallel with the floor (MAAB
27.4.3).
• The water closets located in the North West corner of the Building on the Second
(2nd) Floor of the 1970's addition are not accessible with approximate maximum
dimensions of 60-inches by 56-inches (door swings in). Water closets that are
required to be accessible should be provided with clear floor space as shown in
Fig. 30d. of Section 30.7.1 of MAAB. The above water closets should be
equipped with a door that swings our and overall minimum dimensions of 60-
inches by 72-inches.
• In each adult public toilet rooms, at least one water closet and one sink in each
location should be accessible to persons in wheelchairs, or a separate accessible
unisex toilet room should be provided at each location (MAAB 30.1).
• All the Drinking fountains located in the building were not accessible, with the
exception of the new Drinking Fountains added at the Basement, since no clear
knee space was provided. MAAB requires that where only one drinking fountain
is provided on a floor it should be accessible (MAAB 36.1). Wall and post-
mounted cantilevered units allowing only a front approach should have a clear
knee space between the bottom of the apron and the floor ground of 27 inches
high, 30 inches wide and 17 inches to 19 inches deep (MAAB 36.2).
PROPOSED WORK
The proposed work of the renovation of the PFC building includes reorganizing existing
courtroom and office spaces, and creating additional courtroom spaces within
previously occupied office spaces. From here on, this report addresses the effect
proposed work has on the existing building.
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CHAPTER 34 EVALUATION April 19, 2006
CHAPTER 34 EVALUATION
This report section documents the Chapter 34 Evaluation of the PFC Building in
accordance with Section 3402 of the MSBC.
GENERAL CODE APPLICATION REVIEW
The majority of the provisions contained within the MSBC are intended for application to
new construction projects. The application of these provisions to existing buildings is
specifically addressed in Chapter 1, Administration, Section 102.0, Applicability.
Section 102.5.2 addresses the general applicability to existing buildings. The section
states: "Unless specifically provided otherwise in 780 CMR, any existing building or
structure shall meet and shall be presumed to meet the provisions of the applicable
laws, codes, rules or regulations, bylaws or ordinances in effect at the time such
building or structure was constructed or altered and shall be allowed to continue to be
occupied pursuant to its use and occupancy, provided that building or structure shall be
maintained in accordance with 780 CMR 103.0."
Section 102.5.5 addresses application to alteration projects in existing buildings. The
section states: "Existing buildings or parts or portions thereof which are proposed to be
enlarged, altered, repaired or changed in use or occupancy shall comply with the
provisions of 780 CMR 34."
CHAPTER 34 — SCOPING PROVISIONS
Chapter 34, Section 3400.1 identifies that the provisions contained therein are intended
"...to maintain or increase public safety, health, and general welfare in existing buildings
by permitting repair, alteration, addition, and/or change in use without requiring full
compliance with the code for new construction except as otherwise provided for in 780
CMR 34." Based on this intent, Chapter 34 provisions are tailored to be less restrictive
than new construction provisions.
The provisions of Chapter 34 categorize projects based on type of project and specify
minimum requirements respectively. Continuation of the same use group, or a change
in use group which results in a change in use of one or less should conform to Section
3404.0.
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CHAPTER 34 EVALUATION April 19, 2006
Another general provision of Chapter 34 addresses the qualification of a building to use
the less restrictive provisions of Chapter 34. Qualifying buildings are those existing
buildings that have been legally occupied and/or used for the last five years. In
addition, qualifying buildings cannot have any outstanding violations for which an
abatement order has been issued and remain unresolved. It is assumed that the PFC
Building satisfies these requirements and therefore is qualified to use Chapter 34.
APPLICATION TO NON-RENOVATED AREAS
The extent to which non-renovated portions of a building must be upgraded is
dependent on their present condition and on the type and amount of renovation work
that is proposed. In all cases, the new work, including that associated with upgrades
resulting from application of the evaluation method, should conform to the specific
"new construction" requirements of the Code.
In general, non-renovated portions of an existing building are not required to comply
with all of the "new construction" requirements of the Code. However, the Code
generally addresses existing buildings by:
• Mandating that minimum levels of fire and life safety be maintained. This is
achieved by requiring continued compliance with the edition of the code in
effect at the time of original construction, by upgrades retroactively required by
the Code, and by upgrades deemed necessary by the authorities having
jurisdiction (AHJ) for the general safety and welfare of the building occupants
and the public.
■ Providing a methodology for evaluating the compliance of an existing building
undergoing renovations with the level of fire and life safety intended by the
Code and, if necessary, selecting upgrades which will result in an acceptable
level of fire and life safety.
APPLICATION TO RENOVATED AREAS
Existing buildings that are renovated must be evaluated against the specific
provisions of Chapter 34. Chapter 34 also contains specific requirements relative
to historic buildings as noted in future sections of the report.
In general, all new work including that associated with additions and substantial
renovations should conform to the specific "new construction" requirements of
the Code. The level of fire/life safety in non-renovated portions of the facility must
not be reduced as a result of the renovation/addition work.
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Alterations or repairs to the fire resistance rated portions of the facility's structural
system should be made with materials complying with the "new construction"
requirements of the Code. However, historical buildings may be repaired or replaced in
kind without requiring that system to comply following with the code for new construction
(MSBC 3409.3).
Renovated portions of the existing mechanical, plumbing, electrical, and other systems
should be made in conformance with the "new construction" requirements of the Code.
Renovations to existing systems should not cause a reduction in the level of safety or
adversely affect the performance of the system. Where renovations subject portions of
the building to excessive loads, those portions should be upgraded to comply with the
"new construction" requirements of the Code.
MASSACHUSETTS ARCHITECTURAL ACCESS BOARD (MAAB)
It is the understanding of RJA that the cost of the renovation work to the PFC
building will exceed 30% of the full and fair cash value of the building. Thus, the
entire building is required to comply with MAAB (MAAB 3.3.2).
It should be noted that any historic building that is listed in the National or State Register
of Historic Places or is designated as historic under appropriate state of local laws may
be granted a variance by the Board to allow alternate accessibility (MAAB 3.9).
According to the Massachusetts Cultural Resource Information System database the
Essex County Southern PFC located at 36 Federal Street, Salem Massachusetts was
added to the National Register in 1983. If the design team so desires, it may be
possible to seek a variance to allow portions of the building to not comply fully with
MAAB.
Per discussions with Goody Clancy, it is the understanding of RJA that DCAM
intends to make the entire building accessible in accordance with MAAB, with the
possible exception of the historic monumental stair. This issue of whether this
requires a variance requires further discussion.
HISTORIC BUILDINGS
GENERAL
In applying the requirements of Chapter 34 to the existing building, the following
MSBC definitions are applicable (MSBC 3401 .1):
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Historic Buildings — Any building or structure individually listed on the National
Register of Historic Places; or any building or structure evaluated by the
Massachusetts Historical Commission (MHC) to be a contributing building within a
National Register or State Register District; or any building or structure which has
been certified by the MHC to meet the eligibility requirements for listing on the
National Register of Historic Places.
Partially Preserved Building —Any building or structure individually listed on the
National Register of Historic Places or any building or structure certified as an historic
building by the MHC and not designated as totally preserved.
Totally Preserved Building — An historic building or structure whose principal use is as
an exhibit of the building or the structure itself which is open to the public not less than
12 days per year. Additional uses, original and/or ancillary to the principal use are
permitted within the same building up to a maximum of 40% of the gross floor area.
Substantial Renovation or Substantial Alteration — Work which is major in scope and
expenditure when compared to the work and expenditure required for the installation of
a fire protection system, when such system is required by Chapter 9 for a particular use
group. The building official shall make the determination and may request the owner or
applicant to provide such supporting information as necessary to make such
determination.
The PFC is listed in the National and State Registers of Historic Places. Based on
the above definitions, the building should classified as a Partially Preserved
building. These historic requirements/ exceptions do not apply to the 1970's
addition.
PARTIALLY PRESERVED BUILDING REQUIREMENTS
Section 3409.0, Historic Buildings, governs all buildings and structures that are legally
designated as historic buildings and preempts all other regulations of the Code
governing the reconstruction, alteration, change of use and occupancy, repairs,
maintenance, and additions (MSBC 3409.1).
A partially preserved building is required to conform to MSBC Chapter 34 as modified
by the following (MSBC 3409.3.1):
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CHAPTER 34 EVALUATION April 19, 2006
Structural Systems
Partially Preserved Historic Buildings are exempt from the structural requirements of
the Code, including seismic (MSBC 3400.3(10)). Per discussion with the design
team's structural engineer, it is the understanding of RJA that this exception is
not intended to allow structurally dependent additions to historic buildings
without requiring compliance with Section 3408.
Existing Systems
Individual components of an existing building system may be repaired or replaced in
kind without requiring that system to comply fully with the code for new construction
(MSBC 3409.3.1).
Specific Exceptions
Repairs, or in kind replacement of building features, are allowed so as not to
compromise the architectural integrity of the historical characteristics and qualities
which contributed to the eligibility for listing in the National Register of Historic
Places (MSBC 3409.3.2). These repairs include:
1. Roofing
2. Windows
3. Entries/Porches
4. Wood Siding/Decorative Elements
5. Masonry
6. Metals
7. Interior Features
The legal use and occupancy may be continued without change or further
compliance with the Code (MSBC 3409.3.4).
Energy Requirements
Except for additions, partially preserved buildings are exempt from the
energy requirements of Chapter 13, Energy Conservation.
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CHAPTER 34 EVALUATION April 19, 2006
HISTORIC SUMMARY
The PFC/ ROD Building is classified as a Partially Preserved Building since it is listed in
the National Register. A Partially Preserved building is required to conform to MSBC
Chapter 34 with the exception of requirements detailed above contained in Section
3409.3 of the MSBC.
NON-HISTORIC AREAS
GENERAL
Certain areas in historic buildings may be interpreted as being non-historic. Such areas
may be required to comply with the remaining provisions of Chapter 34 that are
associated with a change in Hazard Index of one or less (MSBC 3404.1). The 1970's
addition is not considered historic and is required to comply with the following
requirements.
STRUCTURAL
Any alteration within an assembly use group should comply with the requirements of
the code for new construction, except that earthquake requirements need only
conform to MSBC 3408. These requirements include:
• Where buildings constructed prior to January 1, 1975 are altered, their
structural systems are required to conform to the code applicable at the time of
the original building permit. In the event of conflict between the prior code and
MSBC Section 3408.0, the provisions of MSBC 3408.0 govern (MSBC
3408.1.2).
• Additions which are structurally separated from the existing portion of the
building are considered as separate structures for earthquake design
purposes, and should conform to all provisions of MSBC 1612.0 (MSBC
3408.3.1). Existing portions of the structure should conform to MSBC 3408.5.
Existing portions of buildings with new additions that are not structurally
separated are required to comply with Section 3408.4.3.2 based on the
percent increase in the area and weight of the building.
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CHAPTER 34 EVALUATION April 19, 2006
• A structural engineer should make an evaluation of the existing building to
determine the adequacy of all structural systems that are affected by the
alteration (MSBC 3408.2).
• The load capacity of all floors affected by the alteration should be adequate
to support the loads required by MSBC 1605.0 through 1608.0, 1613.0 and
1614.0 inclusive, or the floors should be reinforced or replaced with new
structural members (MSBC 3408.5.5).
• The wind load capacity of the structure-as-whole should not be less than
that required for Exposure A in MSBC Section 1611.0. The existing lateral
load resisting system should be reinforced or new lateral load resisting
elements or systems should be added, as necessary, to meet this
requirement (MSBC 3408.5.3).
The building official may waive this requirement if the alterations are minor and
if the structural engineer certifies that there are no alterations to structural
elements.
• The Seismic Hazard Category (SHC) for existing building should be
determined from Table 3408.1. It is the opinion of RJA that a change in use is
not occurring. Per discussions with the design team's structural engineer, an
assumption has been made that the construction cost of the renovation work
will exceed 50% of the assessed value of the building. Based on this
assumption, the SHC will be given a rating of 2. The structural engineer will
outline requirements associated with SHC 2 in his or report.
Per discussions with the design team's structural engineer, it is the
understanding of RJA that the majority of the existing 1970's addition elements
(with the exception of the roof) will remain in the current configuration, but meet
Section 3408.5, Alterations, Repairs, and Change of Use, requirements for floor,
live, and wind loads along with earthquake loads based on seismic hazard
category. The historic building is permitted to remain "as is."
SECTION 3404.3 NEW BUILDING SYSTEMS
Any new building system or portion thereof must conform to the requirements for new
construction to the fullest extent practical. Where an impracticality issue arises, a
compliance alternative will need to be developed and approved by the Building Official.
New building systems will conform to the requirements of the current code.
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CHAPTER 34 EVALUATION April 19, 2006
SECTION 3404.4 ALTERATIONS AND REPAIRS
This section allows alterations and repairs to be made with "like" materials based on the
continuation of the same use. Where compliance cannot be achieved due to
impracticality, a compliance alternative will need to be developed and approved by the
Building Official.
Repairs to the existing building should be made with materials equivalent to
those currently existing in the building.
HAZARD INDEX REVIEW
The Chapter 34 method involves the assignment of a hazard index to the original
occupancy and a hazard index to the new occupancy. The difference between the
original and new hazard indices determines the extent of compliance necessary.
The proposed PFC Building renovation project involves continued use of the
building as a courthouse classified as a mixed use occupancy containing
primarily Use Group A-3, Assembly Occupancy, and Use Group B, Business
Occupancy spaces. Use Group A-3 is assigned a Hazard Index of 4; Use Group
B is assigned a Hazard Index of 2 (MSBC T3403). Although spaces are being
"shifted around" (i.e. portions of Offices becoming Courtrooms and vice
versa), it is the opinion of RJA that a change of use is not occurring because
the building still functions as a Courthouse. This issue requires further
discussion with RJA, GCA, and the local AHJ's. Since a change in use is not
occurring, the Hazard Index remains at its current level.
Based on the continuation of the same use (i.e., no change in Hazard Index),
certain aspects of the existing building must be reviewed. Also, because of the
historic aspect of the existing building, specific criteria for Registered Preserved
buildings are applicable. The following subsections discuss the considerations of
these criteria.
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CHAPTER 34 EVALUATION April 19, 2006
CHAPTER 34 REQUIREMENTS APPLICABLE TO THE ENTIRE BUILDING
GENERAL
The sections below contain the requirements from Chapter 34 that are applicable both
the historic courthouse and the 1970's addition.
SECTION 3400.4
Existing Non Conforming Means of egress should comply with Section 3400.4 of the
MSBC. The number of means of egress required for every space and/or story should
comply with Table 1010.2 and the capacity of means of egress components should
comply with section 1009 of the MSBC (MSBC 3400.4).
The occupant load for the proposed use of each floor was calculated using the floor
area allowances per occupant for the applicable space within the building (MSBC
1008.1). Exit capacity was calculated using the factors permitted for fully sprinklered
buildings since the entire building will be sprinklered. Further, the Monumental Stair is
not expected to be enclosed and thus is not permitted to be used as a means of egress.
It should be noted that the occupant load for each floor was not calculated on a room by
room basis. The approximate total area for the Use Group on the floor was divided by
the occupant load factor for the occupancy type and rounded up to the nearest whole
number. Once plans become more developed, it is anticipated that a more detailed
occupant load will be developed.
Lower Level (Basement) of the Original Building
Occupant Load for Lower Level of the Original Building
Occupancy Area Factor Load MSBC
(sf) (sf/Occ) (Occ) Reference
Offices 4,410 100 45 1008.1
Storage/ MEP 10,350 300 36 1008.1
Spaces
Assembly (waiting 360 15 24 1008.1
area)
Total 15,120 --- 105 ---
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CHAPTER 34 EVALUATION April 19, 2006
Exit Capacity for Lower Level of the Original Building
Egress Element Width Factor Capacity MSBC
(in) (in/Per) (Per) Reference
South East Exit 33 0.15 220 1009.2
Door
South West Exit 33 0.15 220 1009.2
Door
North West Exit 33 0.15 220 1009.2
Door
Total 99 --- 660 >105 ---
Adequate exit capacity is provided for the Lower Level
First Floor of the Original Building & the Administrative Addition
Occupant Load for First Floor of the Original Building & the Administrative Addition
Occupancy Area Factor Load MSBC
(sf) (sf/Occ) (OCC) Reference
Offices 20,700 100 207 1008.1
Storage/ MEP 183 300 1 1008.1
Spaces
Assembly 650 15 44 1008.1
Total 21,533 --- 252 ---
Exit Capacity for First Floor of the Original Building & the Addition
Egress Element Width Factor Capacity MSBC
(in) (in/Per) (Per) Reference
South East Stair 44 0.2 220 1009.2
North West Stair 44 0.2 220 1009.2
Front Entrance 66 0.15 440 1009.2
Total 154 --- 880 > 252 ---
Adequate exit capacity is provided for the First Floor
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CHAPTER 34 EVALUATION April 19, 2006
First Floor Mezzanine of the Administrative Addition
Occupant Load for First Floor Mezzanine of the Administrative Addition
Occupancy Area Factor Load MSBC
(sf) (sf/Occ) (Occ) Reference
Offices 5,792 100 58 1008.1
Storage/ MEP 160 300 1 1008.1
Spaces
Assembly 461 15 31 1008.1
Total 6,413 --- 90 ---
Exit Capacity for First Floor Mezzanine of the Administrative Addition
Egress Element Width Factor Capacity MSBC
(in) (in/Per) (Per) Reference
South East Stair 44 0.2 220 1009.2
North West Stair 44 0.2 220 1009.2
Total 88 --- 440 > 90 ---
Adequate exit capacity is provided for the First Floor Mezzanine
Second Floor of the Original Building & the Administrative Addition
Occupant Load for Second Floor of the Original Building & the Administrative Addition
Occupancy Area Factor Load MSBC
(sf) (sf/Occ) (Occ) Reference
Offices 100 115 1008.1
Storage/ MEP 120 300 1 1008.1
Spaces
Assembly 10,000 15 667 1008.1
Total 21,533 --- 783 ---
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CHAPTER 34 EVALUATION April 19, 2006
Exit Capacity for Second Floor of the Original Building & the Administrative Addition
Egress Element Width Factor Capacity MSBC
(in) (in/Per) (Per) Reference
South East Stair 44 0.2 220 1009.2
North West Stair 44 0.2 220 1009.2
Total 159 --- 440 < 783 ---
Adequate exit capacity is not provided for the Second Floor. Additional means of
egress are required that serve the Second Floor.
Third Floor and Fourth Floor of the Administrative Addition
Occupant Load for Third and Fourth Floor of the Administrative Addition
Occupancy Area Factor Load MSBC
(sf) (sf/Occ) (Occ) Reference
Offices 6,413 100 65 1008.1
Total 6,413 --- 65 ---
Exit Capacity for Third and Fourth Floor of the Administrative Addition
Egress Element Width Factor Capacity MSBC
(in) (in/Per) (Per) Reference
South East Stair 44 0.2 220 1009.2
North West Stair 44 0.2 220 1009.2
Total 88 --- 440 > 65 ---
Adequate exit capacity is provided for the Third and Fourth Floor.
As previously detailed in the Observations section of this report, Courtrooms on the
Second Floor have an occupant load of greater than 50 occupants, but are only
provided with one means of egress from the space. Assembly spaces with an occupant
load of greater than 50 occupants should be provided with two means of egress (MSBC
1017.4). Additional means of egress from these Courtrooms should be provided
once these spaces are renovated
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CHAPTER 34 EVALUATION April 19, 2006
The door swing of the double doors on the First (1st) Floor leading from the Plan
Storage Rooms into the Main lobby does not swing in the direction of egress travel. All
doors should swing in the direction of egress where serving an occupant load of 50 or
more persons or where serving high hazard occupancy (MSBC 1017.4). The doors
should be reversed as part of the renovation project.
SECTION 3400.5
In any existing building or structure not provided with exit facilities in which the exits are
deemed hazardous or dangerous to life and limb, the building official should declare
such building dangerous and unsafe in accordance with the provisions of 780 CMR 121
(MSBC 3400.5).
As previously detailed, the following observations were made during our site survey that
the local AHJ could deem as hazardous means of egress issues:
• The Monumental stairway in the 1912 portion of the building may be considered
a hazardous means of egress since it is not enclosed with a one (1) hour FRR
enclosure. However, it is the intent of design team to close off the
Monumental Stair at the Basement such that the space creates a two (2)
story floor opening with a "bump-down" to the Basement. It is the opinion
of RJA that this approach is code-compliant but this requires discussion
with the local AHJ's.
• One of the stairs in the AA Building contains an elevator within it and may be
considered a hazardous means of egress. This issue may require a
compliance alternative or a variance and further discussions amongst the
design team, DCAM, and the local AHJ's.
• The spiral staircase serving the attic Floor of the main building may be deemed
hazardous or dangerous to life by a building official. This issue requires further
discussion.
• The spiral staircase serving the break room and bathrooms from the Second (2nd)
Floor may be deemed hazardous or dangerous to life by a building official.
However, these spaces are likely to be renovated into Mechanical spaces
so the spiral staircases may be acceptable. This issue requires further
discussion.
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CHAPTER 34 EVALUATION April 19, 2006
• It appears that dead end corridors exceeding a travel distance of 20-feet in the
main building in the East and West corridors serving courtrooms and offices on
both the First (1s ) and Second (2nd) Floors (refer to the attached existing First
and Second Floor Plans attached). It is expected that these dead-ends will be
eliminated once new means of egress at the East and West ends of the
building are added.
SECTION 3400.6
In any existing building, or portion thereof, in which (a) the light or ventilation do not
meet the applicable provisions of 780 CMR 12.0 and (b) which, in the opinion of the
building official, are dangerous, or hazardous, to the health and safety of the occupants,
the building official should order the abatement of such conditions to render the building
or structure occupiable or habitable as applicable for the posted use and occupant load.
In enforcing the provisions of 780 CMR 3400.6 the building official may require or
accept engineering or other evaluations of the lighting and/or ventilation systems in
order to evaluate possible dangerous or hazardous conditions and acceptable solutions.
Where full compliance with 780 CMR for new construction is not practical for structural
and/or other technical reasons, the building official may accept compliance alternatives,
or engineering or other evaluations which adequately address the building or structure
livability for the posted use and occupant load (MSBC 3400.6).
Means of egress lighting in all building, rooms or spaces required to have more than
one exit or exit access should be connected to an emergency electrical system that
complies with 527 CMR 12.00, the Massachusetts Electrical Code, referenced in 780
CMR 27, and listed in Appendix A to assure continued illumination for a duration of not
less than 1.5 hours in case of emergency or primary power loss (MSBC 1024.4).
Emergency lighting with emergency backup has recently been added to the
building, but it was unclear to RJA if adequate lighting is provided in all locations
(specifically in the Monumental stair).
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CHAPTER 34 EVALUATION April 19, 2006
SECTION 3404.5
Every floor or story of any existing building should provide at least the number of means
of egress as required by Section 3400.4 and which are acceptable to the building official
(MSBC 3404.5). This section was discussed previously in the report for the both
historical and non historical requirements. Currently, an inadequate number of
means of egress are provided from the Second floor, but are sufficient on other
floors. However, it is expected that new means of egress will be added during the
renovation and that sufficient means of egress will be provided.
SECTION 3404.6
All required means of egress should comply with Section 1009 of the MSBC. Existing
means of egress may be used to contribute to the total egress capacity requirements
based on the unit egress widths of Section 1009 of the MSBC (MSBC 3400.6).
The capacity of the means of egress components has already been addressed
previously in the report. Adequate egress capacity is provided on each floor except
the Second Floor. However, it is expected that new means of egress will be
added during the renovation and that sufficient capacity will be provided.
SECTION 3404.7
Exit signs and lighting should be provided in accordance with Section 1023 of the
MSBC.
A majority of the Exit Signage is not compliant with the Section 1023 of the
MSBC. In several locations exit signage was not provided or was not proper
illuminated.
SECTION 3404.8
Means of egress lighting should be provided in accordance with Section 1024 of the
MSBC (MSBC 3404.8). The means of egress lighting in the existing building has
already been addressed previously in the report. The means of egress lighting as
currently configured is not adequate. However, additional means of egress tied
into the emergency power system of the building will be provided to comply with
Section 1024 of the MSBC once the building is renovated.
PROBATE & FAMILY COURT- RENOVATION B37863 - Page 25
CHAPTER 34 EVALUATION April 19, 2006
SECTION 3404.9 HEIGHT AND AREA LIMITATIONS
This section requires that the height and area of the building to be re-evaluated if a
change in use or an addition is proposed.
As previously stated, it is the opinion of RJA that the building is not undergoing a
change in use and therefore is not required to comply with this section.
It should be noted that if the building was to be considered to have undergone a
change in use, the 7t" edition of the MSBC would permit a Use Group A-3
Assembly Building of Type IIB construction to be 3-stories (75 feet) and 33,250
square feet (with sprinkler and open perimeter increases taken). The existing
1912 Building would meet the height and area requirements for Type IIB
construction under the 7t" Edition of the MSBC (IBC based). However, the
building as a whole (i.e. the 1912 Building and the AA Building) would exceed the
number of stories permitted. Since the AA building is of Type IIA Construction, it
is the opinion of RJA that a variance could be sought and obtained.
Lastly, it should be noted that two (2) sets of stairs will be added to the building
which are located outside of the current building envelope. It is the opinion of
RJA that these stairs do not require that the height and area of the building be re-
evaluated since they are only added to improve the life safety of the building.
SECTION 3404.10 EXISTING FIRE AND PARTY WALLS
This section allows existing fire and party walls to remain without complying with new
construction requirements for such elements.
There are no existing fire and party walls. Further, there is not a true fire
separation wall that separates the 1912 Building from the AA Building and thus
the facility is considered a single building.
PROBATE & FAMILY COURT- RENOVATION B37863 - Page 26
CHAPTER 34 EVALUATION April 19, 2006
SECTION 3404.11 AND SECTION 3404.12 FIRE PROTECTION SYSTEMS
This section addresses the need to provide fire protection systems, if not already
provided. Such systems are required based on substantial alteration and where
otherwise required by Chapter 9 or where needed to meet height and area limitations.
An automatic fire suppression system should be provided throughout all portions of Use
Group Assembly and/or Business Occupancies (MSBC 904.2). A fire alarm system
should be installed in all Use Group A, Assembly Occupancies (MSBC 917.4.1). In
addition, a standpipe system should be provided when a substantial alteration occurs,
and when the building is two (2) or more stories in height (MSBC 914.2.1).
The PFC Building will be "substantially renovated," and although a fire alarm
system is already provided it should be reconfigured appropriately in accordance
with Section 917 of the MSBC. In addition, a standpipe system should be
installed in the main building in accordance with Section 914 and a sprinkler
system in accordance with Section 906 of the MSBC.
SECTION 3404.13 ENCLOSURE OF STAIRWAYS
Chapter 34 prohibits open stairways except in one and two-family dwellings. All egress
stairways must be enclosed. There is no minimum fire resistance rating (FRR) required
for an existing stairway enclosure, however partitions or other new construction which
are added to enclose an open stairway should provide a 1-hour rating. All doors in such
assemblies must be 1-hour fire resistance rated, self-closing, and tight fitting with
approved hardware.
Section 3404.13 of Chapter 34 prohibits open stairways. However, there is no
minimum fire resistance rating required for existing enclosures.
If the Monumental Stair is to be enclosed, it is not required to be upgraded to 1-
hour FRR construction; however, any new doors that are added to separate the
unenclosed stair from the remainder of the building should be 1-hour FRR, self
closing, and tight fitting with approved hardware.
PROBATE & FAMILY COURT- RENOVATION B37863 - Page 27
CHAPTER 34 EVALUATION April 19, 2006
However, it is the opinion of RJA that if the space meets requirements contained
in the current MSBC that allow it to be open, then it can remain open. These
requirements include being considered an atrium with a smoke control system or
an open stair in accordance with Section 713.3 Exception No. 2 of the MSBC and
2003 IBC Section 707.2 Exception No. 7. As previously detailed in this report, it
is the intent of the design team to close off the stair at the Basement Level such
that a two-story opening with a "bump-down" is created. This approach will
require discussions and approval from the local AHJ's.
SECTIONS 3404.14
Notwithstanding the provisions of Section 3404, Assembly Use Groups should comply
with the provisions of Section 3400.3, item six (6) of the MSBC (MSBC 3404.14). A
change from any other use group to an assembly use group (A) or any alteration or
change in occupancy within an assembly use group should comply with the
requirements of the code for new construction, except that earthquake requirements
need only conform to Section 3408 of the MSBC (MSBC 3400.3).
Assembly spaces (i.e. courtrooms) will be altered and thus, these spaces should
comply with new construction requirements. This includes eliminating the
current dead-end corridors.
SECTIONS 3404.15 THROUGH 3404.16
These sections address specific uses and the need to provide compliance with new
construction requirements. Where compliance cannot be achieved due to impracticality,
a compliance alternative will need to be developed and approved by the Building
Official.
These sections are not applicable to the PFC Building.
SECTION 3404.17 FIRE HAZARD TO ADJACENT BUILDINGS
This section addresses projects that constitute a change in use and that result in an
increased fire exposure to adjacent buildings.
It is the opinion of RJA that a change of use is not occurring. This issue
requires further discussion with RJA, GCA, and the local AHJ's. Since a
change in use is not occurring, Section 3404.17 is not applicable.
PROBATE & FAMILY COURT- RENOVATION B37863 - Page 28
CHAPTER 34 EVALUATION April 19, 2006
SECTION 3404.18 ACCESSIBILITY FOR PERSONS WITH DISABILITIES
This section requires projects to comply with 521 CMR, The Massachusetts
Architectural Access Board to the extent of MAAB's scoping provisions. MAAB
application criteria for existing buildings are identified in MAAB Section 3.3.
Based on the scope of work and the value of the building, it is assumed that the
cost of the renovation work to the PFC Building will exceed 30% of the full and
fair cash value of the building, and thus the entire building must be made to
comply with MAAB with the possible exception of the historic Monumental Stair
which may be preserved.
An accessible route should be provided to all accessible spaces. An accessible
route should be 36-inches wide however it is permitted to be reduced to 32-
inches at door openings (MAAB 20.3). All spaces including offices are required
to be accessible and should be provided with an accessible route leading to the
space. The entire building should be designed to be accessible in accordance
with the MAAB and ADA.
As discussed previously, if the design team decides a variance should be
pursued for the historical section of the building, further discussion with RJA is
required.
CONCLUSION
To be compliant with Chapter 34 for existing buildings the following features of the
building should be addressed:
• Spaces in the building are "shifting around." For example, some spaces that are
classified as Use Group B, Business, are becoming Use Group A, Assembly
spaces (i.e. Courtrooms). Since the building will remain a courthouse, it is the
opinion of RJA that a change in use is not occurring. Since a change in use is
not occurring, the Construction Type of the building is not required to be
addressed.
• Elevators are located within two (2) of the buildings stairs. This may be viewed
as a hazardous means of egress condition. The issue of elevators within Stairs
requires further discussion with the local Authority Having Jurisdiction (AHJ) and
possibly a variance.
PROBATE & FAMILY COURT- RENOVATION B37863 - Page 29
CHAPTER 34 EVALUATION April 19, 2006
• Assembly spaces (i.e. the Courtrooms) are being renovated and thus should
comply with the MSBC for new Construction. This includes eliminating the dead-
end corridors at the East and West ends of the building. It is proposed that new
Stairs will be added that flank the building to eliminate the dead-end conditions.
• Although new stairs are being added outside the footprint of the building, it is the
opinion of RJA that these small additions do not require that the Construction
Type of the building be evaluated since the stairs are being added to improve the
life safety of the building.
• The open Monumental Stair is considered part of the historic portion of the
building. However, Chapter 34 does require that it be enclosed or treated as an
atrium with a smoke control system or 2-story vertical opening. It is the intent of
the design team to enclose the stair at the Basement Floor, such that the space
creates a 2-story floor opening with a "bump down" to the Basement. This
approach will require discussions with the local AHJ.
• Exit signage and emergency lighting should be provided in lacking areas.
• The fire alarm system should be reconfigured for any renovated spaces.
• A standpipe system should be added to the PFC Building
• A sprinkler system is required to comply with Chapter 9 of the MSBC.
• The entire building should comply fully with MAAB since the cost of the
renovation exceeds 30% of the fair and full cash value of the building, unless a
variance is sought and obtained for historic portions of the building.
In addition, the areas of alteration must be compliant with new construction
requirements to the fullest extent practical. Where compliance is not feasible due to
impracticalities, compliance alternatives must be developed by the project team and
approved by the Building Official.
The review and approaches identified herein are consistent with the requirements of the
applicable codes and their criteria. The project provides an equivalent or higher degree
of protection without the entire building complying with the new construction
requirements of the Code keeping with the intent of Chapter 34. Although, not required,
the building fire and life safety protection will be greatly increased with the addition of a
sprinkler system.
If you have any questions regarding the above information, please do not hesitate to
contact us.
PROBATE & FAMILY COURT- RENOVATION B37863 - Page 30
CHAPTER 34 EVALUATION April 19, 2006
Prepared by:
4/12/06
Brian P. Carnazza Date
Reviewed by:
L�VJLW G- - Aujj)`10 4/12/06
J my A. son Date
BPC;jm
B37863
A2 .4 Mechanical and Electrical
Systems Analysis
Salem Trial Courts
SEi
February 13, 2007
Mechanical Drawings
Salem New Trial Court
February 6, 2007
Plumbing and Fire Protection Systems
Analysis
J. Michael Ruane Judicial Center
Salem, Massachusetts
Draft February 2007
J.Michael Ruane Judicial Center/Salem Trial Court TRC 9910 ST2 April 4,2007
Goody Clancy
SALEM TRIAL COURTS February 13, 2007
MECHANICAL & ELECTRICAL SYSTEMS ANALYSIS
TABLE OF CONTENTS
PART 1 - INTRODUCTION...........................................................................................................................1
PART 2 - HVAC SYSTEM DESCRIPTION...................................................................................................1
2.1 PRIMARY AIR HANDLING SYSTEMS..............................................................................................1
2.2 GENERAL EXHAUST SYSTEMS......................................................................................................2
2.3 CHILLED WATER SYSTEM ..............................................................................................................2
2.4 HOT WATER SYSTEM......................................................................................................................2
2.5 HEAT RECOVERY.............................................................................................................................2
2.6 ENTRY, WAITING AND CONCOURSE AREAS...............................................................................2
2.7 LOADING DOCK VENTILATION AND HEATING.............................................................................3
2.8 STAIR PRESSURIZATION................................................................................................................3
2.9 CONTROLS .......................................................................................................................................3
2.10 MISCELLANEOUS SYSTEMS ..........................................................................................................3
2.11 SYSTEMS COMMISSIONING...........................................................................................................3
PART 3 - HVAC OUTLINE SPECIFICATION...............................................................................................3
3.1 GENERAL..........................................................................................................................................3
3.2 PIPES AND PIPE INSULATION........................................................................................................4
3.3 SHEET METAL WORK and DUCT INSULATION.............................................................................4
3.4 AIR HANDLER- CUSTOM BUILT-UP..............................................................................................5
3.5 PUMPS...............................................................................................................................................6
3.6 BOILER..............................................................................................................................................6
3.7 RADIANT HEAT.................................................................................................................................6
3.8 CHILLERS..........................................................................................................................................6
3.9 COOLING TOWERS..........................................................................................................................7
3.10 TERMINAL UNITS, VARIABLE VOLUME .........................................................................................7
3.11 BASEBOARD RADIATION ................................................................................................................7
3.12 CHEMICAL TREATMENT..................................................................................................................7
3.13 DIFFUSERS/REGISTERS/GRILLES.................................................................................................7
3.14 FANS..................................................................................................................................................7
3.15 BUILDING CONTROLS AND AUTOMATION ...................................................................................8
PART 4 - ELECTRICAL SYSTEM DESCRIPTION ......................................................................................8
4.1 ELECTRIC SERVICE AND DISTRIBUTION .....................................................................................8
4.2 EMERGENCY SERVICE AND DISTRIBUTION................................................................................8
4.3 GROUNDING.....................................................................................................................................9
4.4 LIGHTING AND POWER...................................................................................................................9
4.5 FIRE ALARM......................................................................................................................................9
4.6 OTHER ELECTRICAL SYSTEMS...................................................................................................10
4.7 TELECOMMUNICATIONS...............................................................................................................10
4.8 SECURITY.......................................................................................................................................11
PART 5 - ELECTRICAL OUTLINE SPECIFICATION.................................................................................11
5.1 GENERAL........................................................................................................................................11
5.2 WORK..............................................................................................................................................12
5.3 MATERIALS AND EQUIPMENT......................................................................................................13
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SALEM TRIAL COURTS February 13, 2007
PART 1 - INTRODUCTION
A. Originally, the Salem Courts project included analysis and renovations to the Probate and
Family Court (P&FC) as well as the New Trial Court. Over the course of the analysis and
study, the scope of work has been reduced to encompass only the New Trail Court
Building (NTC)and the Church building.
B. Under separate reports, different studies were performed:
1. October 17, 2005— HVAC & Electrical Existing Conditions Report
2. October 19, 2005—Separation of Heating Systems
3. September 27, 2006—MEP/HVAC Options for Minimal Renovation to the P&FC
4. January 31, 2006—Mechanical & Electrical Systems Analysis
C. The mechanical and electrical systems description for the New Trial Court follows.
PART 2- HVAC SYSTEM DESCRIPTION
2.1 PRIMARY AIR HANDLING SYSTEMS
A. A major factor in the system selection is the varied usage and varying people densities in
the different spaces. This characteristic requires proper ventilation to each space type
(i.e., courtroom, vs. office vs. conference room)and the ability to control that ventilation in
occupied/unoccupied modes for energy efficiency. Our recommendation brings us to a
dual air approach to maximize energy efficiency and to minimize building duct
distribution, yet providing superior air quality and temperature control characteristics.
B. The first air system is comprised of three Dedicated Outdoor Air Systems (DOAS) which
will provide the outdoor air ventilation requirement to each of the building spaces. These
units will directly provide OA to each courtroom or building zone. These units, complete
with enthalpy heat recovery, will be variable volume in control with individual zone air box
on/off control according to occupancy. This control assures the exact OA to each space
as required yet can be shut off when the zone is not in use to maximize energy savings.
C. The second air system is comprised of multiple VAV air handlers providing the individual
room air temperature control. Used in concert with the DOAS system, these VAV air
handlers are then fully recirculating units such that heating coils are not necessary in the
units eliminating coil HW piping. The units will, however have airside economizer
controls (the use of all outdoor air for cooling) to maximize energy efficiency in the
intermediate cooling seasons.
D. Due to the architectural configuration of the proposed new building construction, the
HVAC air distribution pattern lends itself to four broad air handling zones: two vertical
distribution zones along the Bridge Street building axis, one zone for the south wing
toward Federal Street and one zone for the church reuse.
E. For the axis along Bridge Street, the air handling units would be located in the roof
penthouse with distribution running vertical and horizontal from this location. For the
south wing toward Federal Street, the air handling units would be located on the roof
penthouse on that wing with distribution running vertical and horizontal from this location.
For the church renovation into the law library, it is proposed that those units would be
located in the new basement of that church building.
F. The Church renovation building would be served by a single VAV air handling system
complete with its full outdoor air component. As the building is generally one zone, there
is no need to provide two systems for this building. This unit will be in the 12,000 CFM
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range. When final plan layouts and space usage is defined and envelope characteristics
are determined, we will determine if and where baseboard radiation will be needed.
G. The air handling units shall feed a common supply duct headers in the penthouse and be
distributed to vertical shafts serving the building floors below.
H. Supply risers shall have sound attenuators in the vertical drops. Air shall be distributed
through VAV valves with VAV manufacturer's attenuators and duct mounted reheat coils.
2.2 GENERAL EXHAUST SYSTEMS
A. Roof mounted centrifugal dome fans shall be used for toilet exhaust systems and
penthouse mechanical room exhaust systems.
2.3 CHILLED WATER SYSTEM
A. Chilled water for the project shall be provided by two 280-ton centrifugal water cooled
chillers located in the basement of the new trial court. The chillers will have variable
frequency drives.
B. The chilled water system will be designed around a temperature differential of 14°F (42'
to 56°F).
C. A primary chilled water pumping system shall be provided. The system shall consist of
three (3)variable speed vertical split coupled chilled water pumps (1 is a standby).
D. Two (2) 280-ton cooling towers shall be located on the roof. The cooling towers fans will
have variable speed drives. The condenser water system will have three (3)vertical split
coupled pumps (1 is a standby).
2.4 HOT WATER SYSTEM
A. Building heating hot water for the project will be provided by three (3) 80 boiler horse
power (BHP) gas-fired, flexible water tube boilers located in the basement of the new trial
court.
B. Hot water will be distributed to hot water reheat coils, air handling unit heating coils and
perimeter baseboard radiation via three (3) vertical split coupled variable speed drive
pumps.
C. Boiler breeching shall be double wall and extend to 10 feet above the roof of the building.
2.5 HEAT RECOVERY
A. The building's dedicated outside air system (DOAS) exhaust and supply air handling
units shall contain enthalpy heat recovery wheels...
2.6 ENTRY, WAITING AND CONCOURSE AREAS
A. These multi-story spaces will be designed so as not to require a dedicated smoke
emergency evacuation system. It will be conditioned from the main supply and return air
system and supplemented by an under floor hot water/chilled water radiant heating
system.
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2.7 LOADING DOCK VENTILATION AND HEATING
A. Variable flow exhaust fans with a capacity of 1.5 CFM/SF will provide the motive force for
ventilation. The rate of exhaust flow will be determined by carbon monoxide (CO)
sensors distributed throughout the area.
B. Makeup air will be provided by a combination of the open truck entrance and transfer
ductwork with direct connections to the outdoors.
C. Heating will be provided by overhead radiant heaters.
2.8 STAIR PRESSURIZATION
A. Provide stairway and elevator hoistway pressurization systems.
2.9 CONTROLS
A. The building will have a stand-alone Direct Digital Control (DDC) system to control and
monitor all functions of the building mechanical systems. The front-end controls
computer will be located in the basement mechanical room.
2.10 MISCELLANEOUS SYSTEMS
A. Mechanical and main electric rooms shall be ventilated with 100% outdoor air via side
wall intake louvers and ducted exhaust to either a sidewall louver or roof mounted fan.
The exhaust system shall be controlled by a room thermostat. Heating shall be
accomplished via hot water horizontal unit heaters.
B. Entries and exterior stairwells shall have hot water cabinet unit heaters.
C. Elevator machine rooms and tel/data rooms shall be cooled via the main building supply
air units.
2.11 SYSTEMS COMMISSIONING
A. The new Trial Court Building will be fully and formally commissioned. The owner will
retain an independent third-party commissioning authority/agent (Cx-A) to act as the
Commissioning Authority. The Commissioning Authority will observe and document the
commissioning work.
B. All prime contractors, trade contractors, subcontractors, installing subcontractors, air
balancing and controls contractors, vendors, equipment and material suppliers and the
like are part of the commissioning team and are required to take part in the complete
commissioning process.
PART 3 - HVAC OUTLINE SPECIFICATION
3.1 GENERAL
A. Permits: Give notices, file plans, obtain permits and licenses, pay fees and backcharges.
B. Coordination Drawings: Prepare coordination drawings for all mechanical, electrical,
plumbing and fire protection work.
C. Product Data: Submit catalog data sheets and defining published materials showing
requirements of equipment and their accessories.
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D. Shop Drawings: Submit shop drawings indicating physical size and arrangement.
E. Operation and Maintenance Manuals: Prepare complete manuals for all systems and
equipment.
F. Identification: All equipment and devices shall be identified by nameplates, tags, signs or
directories.
G. Testing and Commissioning: Completely test and inspect all parts of the work provided
under this Section.
H. Record Documents: Prepare final record documents for the work as completed. Provide
hard copies as well as electronic files submitted on CD format.
I. Vibration Isolation: Provide vibration isolation for all rotating and motive Furnish
necessary structural supports for equipment to distribute weight evenly on isolators.
Provide free standing spring isolators, equipment bases and inertia blocks and structural
steel bases.
J. Motors: All motors to be premium efficient. Motors less than '/2 HP, 120 volt, 1 phase; '/
HP or over, 480 volts, 3 phase. All motors shall be 1750 RPM unless otherwise
specified. Motors for use with VFDs shall be rated for"Inverter Duty".
K. Motor Controllers: Fused disconnect switch and magnetic starters. Each controller
complete with: overload protection, control circuit transformer and fusing, pilot lights,
necessary interlocking contacts and time delay relays. Provide start-stop switch for
manually operated equipment. H-O-A or maintained contact type switch for automatic
equipment.
3.2 PIPES AND PIPE INSULATION
A. Materials
1. Chilled Water Piping: 2-1/2" and larger, Schedule 40 black steel welded 2" and
smaller, L type copper.
2. Condensate Drain Piping (cooling): Type L copper.
3. Hot Water Piping: 2-1/2" and larger, Schedule 40 black steel welded 2" and
smaller L type copper.
B. Cover all chilled water and hot water piping with 1-1/2 inch thick fibrous glass insulation
with factory-applied fire retardant vapor barrier jacket.
C. Cooling coil condensate drain piping shall have 3/4"thick insulation.
D. Provide electrical heat tracing on all outdoor piping.
3.3 SHEET METAL WORK and DUCT INSULATION
A. Ductwork
1. Galvanized Steel
a. Air handling systems, supply and return air.
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b. Toilet and general building exhaust air.
B. Flexible Ducts: Flexible ducts can be used in office areas for the final 5 foot connection
to diffusers and registers. Do not use flexible duct on exhaust systems.
C. Duct Insulation
1. Concealed Air Conditioning Ductwork
a. Fiberglass 1-1/2" thick, 3/4 lb. density with reinforced aluminum foil,
flame resistant kraft vapor barrier securely sealed on all supply air
ductwork.
2. Exposed Ductwork and Plenums
a. Semi-rigid fiberglass board 1-1/2" thick, 3 lb. Density with factory-applied
fire retardant foil-reinforced kraft vapor barrier facing on all exposed
supply and fresh air ducts and exposed plena.
b. In mechanical rooms use semi-rigid fiberglass board for up to 10' AFF.
Above 10 feet use fiberglass wrap.
3.4 AIR HANDLER—CUSTOM BUILT-UP
A. Provide built-up air handling units for the penthouse air handling units. Units shall be
factory-fabricated for shipping and field re-assembly.
B. Housing - design pressure shall be equal to 1.5 times fan static pressure, at fan shut off
pressure.
C. Panels shall be double wall galvanized steel with inner perforated liner and
non-perforated exterior sheet. Panels shall be minimum of 4" thick packed with fibrous
glass.
D. Electrical - provide vapor tight incandescent lighting fixtures in each AHU compartment.
E. Provide galvanized rigid steel conduit from fan motors through wall of casing for wiring.
Connection to fan motor shall be liquid-tight steel conduit.
F. Provide backward inclined airfoil fans, internally isolated with inertia bases and spring
isolators.
G. Provide air traverse station at inlet of each fan.
H. Provide variable frequency drive for each supply and exhaust air fan.
I. Water Coils shall have seamless copper tube with aluminum plate type fin construction.
All Water coils shall have galvanized steel casings except chilled water coils, which shall
have stainless steel casings.. Factory tested at 250 psi air pressure under water.
Cooling coils shall have drain pan extending 24" past end of coil.
J. Provide heat recovery systems and show on the drawings.
K. Air Filters: Two inch 30% pre-filters and 12 inch 95%final filters.
L. Filter bank framing shall be 16 gauge galvanized steel or extruded aluminum rack system
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by Farr, Cambridge or AAF.
3.5 PUMPS
A. Pumps shall have non-overloading characteristics throughout the design curve. Impeller
shall be no more than 90% of casing size. Materials of construction shall be for a bronze-
fitted pump with cast iron casings.
B. Pumps shall have isolation valving on both sides of pumps and provide cyclone-type
abrasive separators to provide clean water flush to seals on all pumps.
C. Pumps shall be of vertical split couple design.
3.6 BOILER
A. Provide flexible water tube hot water boilers of capacities noted in system descriptions.
B. Boilers shall come complete with gas trains in compliance with Massachusetts Sate
Codes.
C. The full modulation of the burner shall be controlled by water temperature. A modulating
temperature control shall be supplied to modulate a burner mounted damper motor,
controlling both fuel and air supply by means of direct mechanical linkage.
D. The burner shall utilize a Fireye type flame safeguard programmer incorporating 7 LED
indicate lights to annunciate the current operating status of the burner.
E. The boiler manufacturer shall furnish a microprocessor based control system to
sequence the starting stopping and controls modulation firing rate for two boilers, as well
as providing lead/lagging of the boilers.
3.7 RADIANT HEAT
A. Provide a hot/chilled water radiant in-slab heating/cooling system for the entrance waiting
areas.
3.8 CHILLERS
A. Provide water-cooled centrifugal chillers of capacities noted in system descriptions.
B. Chillers shall utilize R-134 or R-123 refrigerant and be rated in accordance with ARI
Standard 550.
C. Compressors shall be serviceable hermetic type and shall be equipped with a variable
speed drive for the compressor, therefore a separate starter is not required.
D. Provide factory installed 3/4"thick closed cell foam insulation for all cold surfaces.
E. Provide chillers with marine water boxes with flanged connections to allow service
access for cleaning of the heat exchanger tubes without the need to break the water
piping.
F. The chiller shall be controlled by a stand-alone microprocessor based controller to
control chiller operation and monitoring of chillers sensors, actuators, VFD's, relays and
switches. The chiller controller shall interface with the building DDC Building Automation
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System (BAS) to allow start/stop, resetting of chilled water supply temperature and
alarming BAS.
G. Chillers shall be furnished with reseating relief valves in lieu of rupture discs. Relief's
shall be vented to outdoors.
3.9 COOLING TOWERS
A. Provide open cell induced draft cooling towers of capacities as noted in system
descriptions.
B. The thermal performance of all towers shall be tested in accordance with CTI Standard
201.
C. Towers shall have top inlet and bottom outlet connections and shall be capable of
satisfactory operation down to 40°F CWT. Towers shall be off in winter.
D. Provide stainless steel components for wet deck and cold water basins.
E. Provide towers with floats for water make-up.
F. Towers shall have belt drives with the motor mounted outside the airstream.
G. The towers shall be equipped with an enclosed OSHA ladder and perimeter handrail on
top of the tower.
H. Provide vibration limit switch to shut off tower in case of excess vibration.
3.10 TERMINAL UNITS, VARIABLE VOLUME
A. Provide single duct variable volume air control assemblies with manufacturer's 3' long
sound attenuators for all office spaces.
B. Assemblies shall be pressure independent.
3.11 BASEBOARD RADIATION
A. Hot water baseboard heat in public spaces shall be by Runtal Radiator Co.
3.12 CHEMICAL TREATMENT
A. Provide centralized water treatment for all primary water systems, except for the
condenser water system, which shall be provided with a Dolphin Series 2000 pulsed
water treatment system by Clearwater Systems Corporation.
3.13 DIFFUSERS/REGISTERS/GRILLES
A. All diffusers/registers/grilles for general labs and office spaces shall be of painted steel
construction.
3.14 FANS
A. Toilet exhaust and mechanical room exhaust fans shall be roof mounted dome style fans.
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3.15 BUILDING CONTROLS AND AUTOMATION
A. A direct digital control system (DDC) will be provided to control and monitor all functions
of the building mechanical systems.
B. All large control valves and dampers, as well as all Tek air pneuma valves and
associated reheat coil control valves will be pneumatically actuated using campus
compressed air. All fan-coil unit valves, single duct VAV boxes and associated reheat
coil control valves will be electronically actuated.
PART 4- ELECTRICAL SYSTEM DESCRIPTION
4.1 ELECTRIC SERVICE AND DISTRIBUTION
A. National Grid will provide primary electric service, including wiring and exterior pad
mounted switch and two 2,000 kVA transformers and pads to serve 277/480 volts to the
Courthouse's interior switchboards.
B. Provide primary conduit ductbank and secondary conduit ductbank and wiring from the
exterior transformers to building's interior switchboards. Each switchboard shall be
4,000Amp 277/480 volt, 3 phase 4 wire 60 hz grounded circuit breaker switchboard with
3,000A-3P main circuit breaker.
C. New distribution throughout the building shall be 277/480 volt, 3 phase 4 wire for
mechanical and lighting loads. Dry type step down transformers shall be provided to
provide power for incandescent lighting, receptacles and other 120/208 volt loads.
D. Panelboards for lighting, office power and mechanical power shall be located in electric
closets and mechanical rooms. Where practical, elevator rooms will be stacked to allow
flexibility and ease of maintenance.
1. New Wiring Methods
a. MC and AC cable may be used for branch circuiting as allowed by the
NEC and as allowed by the local authorities having jurisdiction.
b. All penetrations through fire and smoke partitions and floors will be
firestopped.
C. Fishwires will be installed in all empty raceways.
4.2 EMERGENCY SERVICE AND DISTRIBUTION
A. All emergency lighting and smoke evacuation shall be provided from a 1,250 kW,
480/277 volt diesel powered generator. Generator shall be installed on site with acoustic
weatherproof enclosure. Emergency generator shall provide power to standby loads
including heating and other loads as dictated by design.
B. Provide 2 hour rated feeders and emergency distribution closet for all life safety and
emergency loads.
C. The emergency distribution will be broken up into three systems with one or more
transfer switches serving each of the following:
1. Life safety
2. Elevator
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3. Standby (non-essential)
D. Emergency lighting shall be provided in courtrooms. Select fixtures shall also be
provided with battery backup ballasts to provide lighting during the transfer from normal
to emergency power. The lighting shall be designed such that this emergency lighting
does not provide spot lighting for the judge's bench.
E. In addition to the courtrooms and circulation areas for egress, emergency lighting shall
be provided in the following areas:
1. Jury assembly area
2. Trial jury suite
3. Grand jury suite
4. Judge's private chambers, conference room and rolling room
5. Other areas as dictated by design
4.3 GROUNDING
A. A perimeter grounding system comprising driven ground rods, buried copper cable,
connections to building steel and copper ground buses shall be provided. The maximum
resistance to ground for the ground system shall be two ohms.
B. All feeders and branch circuits shall be provided with a green equipment ground
conductor. A ground wire and ground buses shall be provided in all telecommunications
rooms and closets.
4.4 LIGHTING AND POWER
A. Provide convenience outlets generally in courtrooms, offices, public areas, mechanical
rooms and electrical rooms as dictated by design.
1. Lighting will be designed to meet the aesthetic qualities for the individual design
areas. The lighting will also be designed in accordance with Owner's standards
for quality and efficiency.
2. The lighting will be designed to meet and exceed the requirements of the
Massachusetts State Energy Code.
3. Lighting levels and quality will be designed to meet or exceed IESNA guidelines.
4. Lighting controls will be provided for individual occupancy control in each design
area. Controls will be provided to allow for multiple levels of lighting for occupant
comfort and use.
5. Occupancy sensors and time clock controlled lighting contractors will be
incorporated to provide automatic lighting controls throughout the facility and for
exterior site lighting. Automatic lighting controls for individual spaces will be
provided to meet the individual requirements of the respective spaces and will be
determined in subsequent meetings.
4.5 FIRE ALARM
A. An addressable type fire alarm system shall be provided. The main control panel (FACP)
shall be located in the water fire service room. The system shall be connected to the
Salem Fire Department via a leased telephone line for alarm and trouble indications in
accordance with the building code.
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1. The fire alarm system shall operate manually via fire alarm pull stations located
at egress locations on each level.
2. The fire alarm system shall operate automatically via smoke detectors located in
corridors, lobbies, electrical closets, and other selected spaces. Automatic
operation shall also be initiated by smoke detectors in the HVAC air-handling
units. Sprinkler system shall also initiate automatic operation. Alarms shall be
horn/strobe units.
3. Activation of the sprinkler system shall also trip a radio master box to alarm the
Salem Fire Department.
4.6 OTHER ELECTRICAL SYSTEMS
A. Where heat trace systems are provided under section 15000 provide power and final
testing and connections.
B. An empty raceway system shall be provided for security system and CCTV devices in the
building to corridors, stairwells and grade level perimeter doors.
C. An empty raceway system shall be provided for audio/visual systems.
D. No conditioned power (Uninterruptible power supplies (UPS), special transformers,
isolated ground systems etc) is anticipated at this time.
4.7 TELECOMMUNICATIONS
A. Verizon Service
1. Verizon will provide a single point of entry into the new Court House Building.
Verizon's infrastructure shall be via copper cable terminated on lightning
protection and or fiber optic cables or both. This presence will be in The Main
distribution Frame (MDF).
2. Telephone Distribution
a. The telephone distribution will be copper backbone cabling distributed
from the proposed MDF located on the basement level. The (2)
proposed IDF closets per floor shall be connected via new copper
backbone cables to the proposed MDF. All new voice station cabling
shall be terminated on 110 type terminations. Cables will feed from the
MDF/IDF to all voice outlets.
B. Data Distribution
1. High speed data communications services will be distributed from the MDF to
each IDF via multi strand multimode fiber optic cables.
C. Telecommunications Grounding System
1. A telecommunications main grounding busbar will be in the MDF connected with
a minimum #4 grounding conductor to the main electrical ground.
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2. Provide a telecommunications bonding backbone from the MDF main grounding
busbar through the IDF rooms and terminated on a grounding busbar at the last
closet.
3. Provide a telecommunications busbar in each closet
4. Bond all busbars to the telecommunications bonding backbone.
5. Bond all tap/splitters, distribution devices, racks etc to the grounding busbar.
D. Codes and Standards
1. The Telecommunications System will be designed to conform, as a minimum, to
the following codes and standards:
a. Local and State Building Department Codes.
b. Occupational Safety and Health Act (OSHA).
C. Underwriters Laboratories (UL).
d. National Fire Protection Association (NFPA).
e. National Electrical Code (NEC).
f. Massachusetts Electrical Code (MEC)
g. Americans with Disabilities Act(ADA).
h. ANSI /TIA/EIA 568-B 2.1 Commercial building cabling standard.
4.8 SECURITY
A. The Security System shall consist of Security Management System (SMS), Closed
Circuit Television (CCTV) System, Card Access System, Intercom System, Graphical
User Interface (GUI). All applicable wire and cable, and the functional integration of all
subsystems through subsystem interfaces.
PART 5 - ELECTRICAL OUTLINE SPECIFICATION
5.1 GENERAL
A. Codes and Standards
1. Electrical systems within the building will conform to the following codes and
standards:
a. Americans With Disability Act (ADA)
b. National Electrical Code (NEC) with Massachusetts Amendments (CMR
527 12.00)
C. National Fire Protection Association (NFPA)
d. Massachusetts State Building and Energy Codes (CMR 780)
e. American National Standards Institute (ANSI)
f. Electronic Industries Association (EIA)
g. Institute of Electrical and Electronic Engineers (IEEE)
h. Illuminating Engineering Society of North America (IESNA)
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i. National Electrical Contractors Association (NECA)
j. National Electrical Manufacturers Association (NEMA)
k. Telecommunications Industry Association (TIA)
I. Underwriters' Laboratories, Inc. (UL)
B. Permits: Give notices, file plans, obtain permits and licenses, pay fees and backcharges.
C. Coordination Drawings: Prepare coordination drawings for all mechanical, electrical,
plumbing and fire protection work.
D. Product Data: Submit catalog data sheets and defining published materials showing
requirements of equipment and their accessories.
E. Shop Drawings: Submit shop drawings indicating physical size and arrangement.
F. Operation and Maintenance Manuals: Prepare complete manuals for all systems and
equipment.
G. Identification: All equipment and devices shall be identified by nameplates, tags, signs or
directories.
H. Testing and Commissioning: Completely test and inspect all parts of the work provided
under this Section.
I. Record Documents: Prepare final record documents for the work as completed. Provide
hard copies as well as electronic files submitted on CD format.
5.2 WORK
A. Work shall include but shall not be limited to the following:
1. Low voltage switchboards.
2. Distribution panelboards and lighting panelboards.
3. Dry type transformers.
4. Motor starters
5. Lighting fixtures.
6. Conduit and raceways.
7. Branch circuit wiring.
8. Wire and cable.
9. Telephone and data conduit and outlet system.
10. Security and CCTV conduit and outlet system.
11. Fire alarm system and devices.
12. Disconnect switches.
13. Wiring devices.
14. Multi outlet assemblies.
15. Lightning Protection.
16. Cable tray systems.
17. Grounding.
18. Variable frequency drives.
19. Generator and Automatic Transfer Switches
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SALEM TRIAL COURTS February 13, 2007
5.3 MATERIALS AND EQUIPMENT
A. Low voltage switchboards shall be an front only accessible, indoor type, complying with
UL891 and NEMA PB-2 standards. The switchboard shall consist of vertical free
standing structures joined together to form a unitized assembly. The switchboard shall
contain a front accessible distribution section with molded case circuit breakers. The
main bus shall be copper braced for a minimum interrupting rating of 65,000 symmetrical
amperes. The main switchboard shall be manufactured by Square-D, GE, Siemens or
Eaton.
B. Motor Starters shall be NEMA sized combination type installed in NEMA 1 enclosures for
indoor applications and NEMA 3R for outdoor applications. Starters shall be magnetic,
across the line type with fusible switch disconnect in common enclosure, except as
indicated or specified otherwise.
C. Distribution Panelboards and Lighting Panelboards shall be by Square-D, Siemens,
Eaton or General Electric, and shall be UL-listed dead-front type, and shall meet or
exceed requirements of NEMA Standard Publication PB-1, and WL-50, and 67.
Panelboards shall be provided with cabinets containing flush hinges and combination
catch and lock. Circuit breakers installed in the panelboards shall be molded case, Bolt-
on, thermal-magnetic, common-pole type. Panelboards shall contain separate
equipment ground bus and shall have integrated short circuit current rating equal to or
greater than circuit breaker AIC ratings schedule on drawings.
D. Dry type step-down transformers shall meet requirements of NEMA No. ST20, TP-1
compliance and UL Standards. Transformers shall have separate primary and
secondary windings for each phase and shall have 2200C insulation system.
Transformers shall be ambient air-cooled and ventilated, suitable for floor or wall
mounting. Transformers shall be by Square-D, or General Electric.
E. Lighting Fixtures
1. Fluorescent fixtures shall have low loss, high efficiency, high power factor energy
saving fully electronic 277 volt ballast, with sound rating A and shall be CBM
certified. HID fixtures shall have high power factor; encapsulated ballasts, sound
rating A, and shall be CBM-certified. Lamps shall be Octron T-8 type,
manufactured by Sylvania or approved equal, and electronic ballast shall be by
Advance, Magnetec, or Motorola.
F. Raceways
1. Rigid metallic conduit shall be of mild steel tube, hot dip galvanized, and
manufactured in accordance with UL6 and ANSI C80.1 Intermediate metal
conduit shall be hot dip galvanized and manufactured in accordance with WL
1242.
2. Electrical metallic tubing shall be electro-galvanized and manufactured in
accordance with NEMA TL2. Raceways shall be by Allied Tube and Conduit
Corporation, Triangle PWC Inc., or Wester Tube and Conduit Corporation.
G. Wire and Cable (600 V and below)
1. Single conductor, annealed copper wire, and cable with insulation rated 600 volts
shall be used for secondary service, feeders, branch, and system wiring.
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SALEM TRIAL COURTS February 13, 2007
2. Armored cable shall be Type AC 600 volt copper with full-sized insulated ground
conductor.
3. Wire #10 and larger shall be stranded, #12 and smaller shall be solid. Wire and
cable shall have THWN-THHN or XHHW insulation. Wire and cable shall be
Basic Wire and Cable Corporation, Triangle, or Okonite.
4. Two hour rated cable systems shall be MI.
H. Safety Disconnect Switches
1. Quick-make/quick-break Type HD heavy duty switches shall be provided.
Switches shall be ITE or approved equal, NEMA 1 for dry applications and
NEMA 3R for wet locations. Switches shall be rated 600 volts and shall be
capable to withstand available fault currents without damage. Safety switches
shall be Square-D, General Electric, Siemens or Eaton.
I. Wiring Devices: Duplex 20 amp, 125 volt grounding receptacles specification grade will
be provided. Heavy duty outlets will have voltage and amperage ratings as required.
Lighting switches will be 20 amps and device plates will be brushed stainless steel.
Devices shall be Hubbell, Bryant, or Levitton.
J. Fire Alarm System (Addressable)
1. The fire alarm system shall comply with all applicable NFPA, ADA, and local
codes and shall be by FCI, Siemens or Simplex. The Fire Alarm System shall be
completely addressable, multiplexed type consisting of state-of-the-art, stand-
alone fire alarm system equipment.
2. The Fire Alarm System shall consist of a main fire alarm panel with provisions for
connection to the central campus system and shall include all components as
required for a complete and operational system, including but not limited to:
addressable smoke and heat detectors, manual pullstations, duct detectors, flow
and tamper switches, audible/visual devices.
K. A lightning protection system shall be by Heary Brothers Lightning Protection Company,
Warren Lightning Rod Co., or Independent Protection Company. The system shall
include solid copper 1/2 inch diameter air terminals, extending minimum of 10 inches
above the protected object. Conductors shall be 28 strands, 0.066 diameter each strand
copper wire cable, weighing 375 pounds per 1000 feet.
L. Generator and Automatic Transfer Switches (ATS)
1. Generator shall diesel fired and be installed at grade in an acoustic weatherproof
enclosure.
2. ATS's shall consist of power transfer assembly and controls to provide complete
automatic operation. ATS shall be installed in a common NEMA-1 enclosure.
The ATS shall be open transition, instant transfer.
3. Generator shall be by Catepiller or Onan, ATS's shall be by Automatic Switch
Co. or Russelectric.
-END-
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J. Michael Ruane Judicial Center
Salem Massachusetts
TRC 9910 ST2
Plumbing and Fire Protection Systems Analysis
DRAFT—February 2007
1. Introduction
The purpose of this study is to evaluate and recommend plumbing and fire protection
systems for the renovation of the existing Probate and Family Court Building and the
proposed new Trial Court Building.
With a firm understanding of what new systems will be necessary this study will
address to what extent the existing systems can be reused or modified to support the
new program. To do this we will refer to the existing condition report completed in
August 2005. (See Appendix I)this report will also provide for utility locations,
systems types, required equipment and its location, rough pipe sizes and routing, and
possible interface points with other disciplines.
2. Building Descriptions
The Probate and Family Court portion of the Building consists of a basement level,
two above-grade levels and an attic. The Administrative Addition portion of the
Building consists of ground level parking and four above-grade levels, two for each
of the Probate and Family Court Building's levels. The Probate and Family Court
portion and the Administrative Addition portion of the Building are physically
connected by an adjoining wall, with several doors leading from one portion to the
other on each of the Probate and Family Court levels. The total floor area of the
building including its addition is 77,600 GSF.
The Probate and Family Court portion of the Building were built in 1912, and
consists of various offices, common rooms, lobbies, maintenance/janitorial rooms,
bathrooms and storage rooms. The Administrative Addition portion of the Building
was built in 1979, and consists of offices, common rooms, lobbies,
maintenance/janitorial rooms, bathrooms, and storage rooms. In addition, a
maintenance tunnel leads from the basement level of the Administrative Addition
portion of the Building eastward to a boiler room that houses the heating plant for this
Building and the adjacent Superior Court/County Commissioner's Building (32
Federal Street). The maintenance tunnel and boiler room were included in the survey.
The proposed new Trial Court Building will be a separate, 178,000 GSF, 5-story
structure with a basement. One of the floors will have a mezzanine level. The
building will be connected to the Probate and Family Court Building by an
underground passage for detainees and an elevated connection for staff.
3. Approach to the Plumbing and Fire Protection System Evaluation
A. The previously completed existing conditions survey of the original Probate and
Registry of Deeds Building and the 1979 addition to it found the following:
• The plumbing systems in the original Probate and Registry of Deeds Building
(with the exception of the new work performed under the "Accessibility, Life
Safety& Related Work Project)was not suitable to be reused.
• Fire Protection Systems in the original Probate and Registry of Deeds
Building do not exist.
• The plumbing and fire protection systems in the 1979 addition where found to
be in good shape and suitable for reuse.
B. Based on the proposed scope of work—particularly in the 1979 addition—it is
likely impractical to attempt to reuse any existing system. Although the systems
in the 1979 addition are in good condition, they are small and we feel it would be
more cost effective to remove them rather than rework them to accommodate the
new program.
C. Our approach to this project will be that all systems serving the original Probate
and Registry of Deeds Building, the 1979 Addition, and the new Trial Court
Building will be new. Therefore the approach to this report will be simply to
determine the most appropriate systems, locations, and routings.
4. Plumbing Systems
A. General: The plumbing systems evaluated include the following: storm water
drainage, sanitary waste, sanitary vent, domestic cold water, domestic hot water,
domestic hot water re-circulation, fixtures, and hot water generating and
distribution equipment.
B. Storm Water System: the storm water drainage system for the original Probate and
Registry of Deeds Building/1979 Addition and the new Trial Court Building will
be separate and will exit on the Bridge Street side of the respective buildings.
Only the existing 12" storm line beneath the 1979 Addition will be reused.
Similar to the existing configuration, this is where the collected drains from the
original Probate and Registry of Deeds Building, and the 1979 Addition will
connect. Roof drain locations will remain the same and new leaders will be
installed and routed as necessary to accommodate the new program.
Two new storm drains will serve the new Trial Court Building. Each will be 10"
in diameter and will discharge to Bridge Street. Storm leaders will run vertically
from their respective roof drains to horizontal collection points on the lower
floors. Any portion of the horizontal line exposed to outdoor conditions will be
heat traced.
C. Sanitary Waste: the sanitary waste system for the original Probate and Registry of
Deeds Building/1979 Addition and the new Trial Court Building will be separate
and will exit on the Bridge Street side of the respective buildings.
Only the existing 8" sanitary line beneath the 1979 Addition will be reused.
Similar to the existing configuration, this is where the waste collects from the
original Probate and Registry of Deeds Building, and the 1979 Addition. Vertical
waste lines and vent stacks will run as necessary to accommodate the new
program.
Two new sanitary waste lines will serve the new Trial Court Building. Each will
be 8" in diameter and will discharge to Bridge Street. Sanitary waste lines will
run vertically from their respective toilet rooms cores to collection points on the
lower floors. Vent stacks will run vertically to the roof as necessary to
accommodate the new program. Any portion of the horizontal line exposed to
outdoor conditions will be heat traced.
D. Domestic Cold Water: As indicated in the existing conditions report the original
Probate and Registry of Deeds Building and the 1979 Addition each have a
dedicated water service. Each is in good condition, however, considering the
extent of the renovation we should take the opportunity to consolidate the water
service into one location. A single entrance and a single water meter should be
used. The location will be in the rear of the building in the same location as the
existing water service currently serving the 1979 Addition.
The new Trial Court Building will be served by a dedicated 4"water service.
This service will enter from the Bridge Street side of the building into a small
mechanical room. The mechanical room will serve only the water service
entrance, water meter, and backflow preventer.
The original Probate and Registry of Deeds Building/1979 Addition and the new
Trial Court Building will each have a dedicated cold water distribution system
delivering water to all fixtures. The piping will be routed as necessary to
accommodate the program. If pressure is insufficient booster pumps will be
provided.
E. Domestic Hot Water: As indicated in the existing conditions report the original
Probate and Registry of Deeds Building and the 1979 Addition each have a
dedicated electric hot water heater. Both are in good condition, however,
considering the scope of the renovation we should take this opportunity to
consolidate the hot water heating into one location.
A gas fired water heater will be provided in the existing boiler room. This is an
ideal location because of the available space, proximity to existing gas service,
and the proximity to the existing chimney.
Likewise, the new Trial Court Building will be provided with a dedicated gas
fired water heater. The heater will be located in a dedicated mechanical room
close to the water service entrance. A new gas service will be provided along
with through wall venting and air intake.
Considering distances between some fixtures and the hot water heater the system
will be provided with a re-circulation pipe loop to maintain the water temperature.
Circulating pumps will be necessary to deliver and return the hot water to remote
parts of the system.
F. Water and Sewer Estimates:
DCAM has developed water consumption quantities based on water efficient
equipment. Anticipated water consumption for the courthouse will come from
domestic uses (drinking and sanitary),janitorial activities and provision of
makeup water to mechanical systems (i.e., air handlers, cooling towers, pumps,
etc). The City of Salem will supply the proposed courthouse water needs via an
existing water main located in Federal Street.
Based on data collected from existing courthouses of 1,350 persons, the
maximum domestic water consumption would be 4,725 gpd. The non-domestic
water consumption during winter months is anticipated to be 5,000 to 6,000 gpd.
The seasonal range in daily consumption is due to the need for makeup water to
compensate for evaporation loss from the cooling towers.
In anticipation of achieving LEED certification, attempts have been, and will be
made, to reduce the water consumption at the proposed courthouse by use of
energy/water efficient equipment and limiting the use of potable for landscape
irrigation.
Probate and Registry of Deeds Building/1979 Addition
• Domestic Water Usage - 5,820 Gallons Per Day
• Discharge to Sewer- 5,820 Gallons Per Day
New Trial Court Building
• Domestic Water Usage - 11,000 Gallons Per Day
• Discharge to Sewer- 11,000 Gallons Per Day
5. Fire Protection Systems
A. General: The fire protection systems evaluated include the following: fire service
entrance to the buildings, fire pump requirement, standpipe system, and sprinkler
system.
B. Fire Service Entrance: the fire service entrance for the original Probate and
Registry of Deeds Building/1979 Addition and the new Trial Court Building will
be separate and will enter on the Bridge Street side of the respective buildings.
The fire service serving the Probate and Registry of Deeds Building/1979
Addition will be upgraded to 6" and enter the existing mechanical room in the
same location as the existing 4" line. The fire department connection and water
flow alarm location will not change.
The fire service for the new Trial Court Building will enter in the same location as
the domestic water service. The service will be 6" in diameter,with a 4" fire
department connection and water flow alarm located in a conspicuous location in
the rear of the building.
C. Fire Pump: as indicated in the existing conditions report the 1979 addition to the
Probate and Registry of Deeds building is served by a standpipe system. It is
assumed that adequate pressure is available at the street to provide the necessary
system requirements.
The system pressure requirements for the renovation and new building will be no
more than the requirements of the existing system. Therefore, a new fire pump
will not be required for either building. However, this will need to be confirmed
by a water flow test to determine water flow, static and residual pressure.
D. Standpipe System: a 4" standpipe along with the required 2-1/2" fire department
valves will be provided in each stairwell and anywhere else required by the new
program. In certain locations the standpipe will be in combination with the
sprinkler system.
E. Sprinkler System: As indicated in the existing conditions report (with the
exception of a small portion of the 1979 Addition) a sprinkler system does not
exist. The Probate and Registry of Deeds Building, 1979 Addition and the new
Trial Court Building will all be provided with full sprinkler coverage.
In some locations the sprinkler riser will be in combination with the standpipe
system. Sprinklers will generally be concealed pendant type. Special care will be
taken in the original Probate and Registry of Deeds Building to install the system
in such a manner as to avoid disturbing the historic character of the building.
A2 .5 Salem Additional Service
Alternate Plan B Draft Study
Task 9—Identify Possible Levels of Partial Renovation of the PFC
November 21, 2006
J.Michael Ruane Judicial Center/Salem Trial Court TRC 9910 ST2 April 4,2007
Goody Clancy
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A2 .6 Asbestos, Lead Paint and
Other Hazardous Materials Survey
Probate and Family Court Complex
ATC Associates Inc.
April 1, 2006
J.Michael Ruane Judicial Center/Salem Trial Court TRC 9910 ST2 April 4,2007
Goody Clancy
MORMSV' Yv 01801
2IIIlE 2200
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3'0 WBE2102-COIAIVEAFAC BfIWDEAC DIYIEISIYr2 2IIKAEI 2
I•o EXECJUTAE ?flltl VHA ..............................................
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EuniLOUwcujsl bLojcctrOU VftucA (Eby) Snigsucc gocnwcut j!Ilcq' „emquum LOL COU[LOIIIuS
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PGtMGGu DGCcwpcL' 3002 suq luunga S3' 300(' y.LC,2 lu2bccjOL2 bGLLOLwcq potp [PG Almul
020dA5)' KOPG4 AGLgi (1NDFtAD # F/I Oe13QI) suq DsAlq CULAulpo (INMAD # 'JI 000083)
/AOLrIOLcc DGAGlobwcuj (INDr)AD) llccu2Gq lu2bGCfOL2 BL?,su Ipowb2ou (VgDr/AD # yI
Ipc U2pc2jo2 2n1.Aca oL Ipc Lsc!pa Msz bOLLOLweq p], gl922scpn2Gjt2 DGbsuwcuj oL rspOL suq
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wsiutcuuucc jnuucl lcsg2 Llow jpc punwcuj IGAcl oL jpc yqullui2tLstiAG yggitiou boLtiou OL Ipc
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Coff4 pnllgluR,2 IGnGl2- .LPG bLopstc suq Lswila COMI Bmlgiu8 suq Ipc ygwlu12jLstinG ygqltrou
SLonuq IGAcl bsLi !UR SsLURG suq Lora Uponc-SLUgG IGnG12' jMO LoL GULP OUPG bLopUtG suq Lswi1a
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IPG bLopstc suq LUwila COnLI boLjiou oL tpc pm19mR COu212I2 OL s punweuj IGAGI' jMo Uponc-
gui2pc2 iucingc Alual suq cGLswlc jilc' csLbct' 2PGGjLOCjC Msllz' wajsl suq wctsl ccillUR2'
ULGs2 lucingG psllMsa2' 2j9iLMGp2' GICAUtoL loppic2 suq pwlgiva cujLsucG Ioppicz Ipc iujcLiOL
2toa pnilgiuF, cnucujlA pciu'a n2cq Lox OUG HGULiva goow suq OLLlcc 2bscG' Cowwou bnplic
(5A'000 20 suq tPG bLOpsjc suq Lswil?, Conu (20'000 2L)' Ipc ygwiui2auj1AG yggljlou Iz s q-
Ipc bLopstc suq Lswll)l ConLt CowblGx cou2i2j2 oL wo 2ccjiouz'. IpG ygwiui2llsjinc yggillou
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pibpc0,12 (bMO' WGLCna' IGsq bsiut' LGLLIRGL9Ilt2' Co11j91uGLISGq Ms2tG2 suq LSM bLognct2
bgu oL yIC,2 2cobc oL 2GLAice2 iucingcq 92pc2to2-coujswlUS w91cuUl2' bolacplouusjeq
DC VW KGdfIG2j LOL KGabou2c (KLK) gsjcq VaRn2j 31' 5002- HUsslgon2 wstcysl2 s2ac22cg s2
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pssSLgon2 wsjc1i912 !UAGUfOLa OL IpG bLOP9(c suq Lswila Coflu Cowblcx locsjcq sj 3Q LGgGLul
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l/,1stGLl912 2nLAGT 3e LcgGlsl 2jLGGI' 291Gw' WV
y2pc2102-COutsiuiuE Bnilgiug bLopstc suq Lswila Comt Cowbicx
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bugs 3
pnilgiuR 1p9t Mill uol pc LcuonujGq OL S) it I2 bLc2nwcq 1p9t qiO, Mill pc LGwoncg pa occnbsut2
LG2Gu,OiL2' Mill not LcdwLG LcwOA91 9uq gi2bo2sl pGc9n2c GItPGL 1) tpc?, 9LG jocstcq iu 9LG92 of tpc
GxtiuRm2pcL2' bnal 2IOLURG COul91ucu' buiut' cjG9uiuR\w9iulcusucG bLognct2 suq p?,gmnpc oil
92 tGjGAl21OU2\wOUI(012' COwbn[GL2' 911 Coug1l!000L2' L61,LIg6LsjOL2\I,LCcxGL2\ACUglug wscpiu62' LIILG
bLognct2 MGLc op2GLAGq Milpiu tpc 2nLAcacq pwlgiuR• 11 i2 s22nwcq ip9t wsu?, ottpG itcw2' 2ncp
LG2GLAOIL2' {ncl 2t0L9RG COUt9iUGL2' LGCPsLRG9plc psilcLic2' buiut' suq cicsuiukwsiulcusucs
sxtiugnRPGL2' tejcApiou2\wouitol2' cowbntGL2' giG2cl 9ponc-RLonuq 2tolsgG tuup' pxgL9nlic oil
LGLLIRGL9IOL2\ILGGNCL2\AcugiuR wscpiuc2' wotoL2\bnwb2\pjoMcL2 CoulsiuiuR jnpLiC9tiuR 01124 plc
2MIICP 1pcLUJO2t9t2 wGLCnL)\ 2MIICPG2' 9IL couq!t10UGL2 COulslwug LgLIRGL9uI'
nug0112 pIlOLC2CCt ilgpt p911942' prrOLc2Ccul PRpt pnlp2' PiRP Iutcu21ta IIRpI pnlp2' wGLcn1?,
bLolGcI-
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pnilgiug cowboucut2' suq OtPCL botcutiul pssngon2 w9tGLi912 iucingiuR CPGwicsl2' LGtLiRGLUUt2'
plbpcu?,j (bCB)-Cout9iuiuR p9119212 uuq cicCfLiCsl Gdnibweut' wGLcnL?,-COut9ioluR GIGCtuc91 suq
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BlscK gszrgnsl r^ls2l!c 3'Q20 2E
ysszllc
IS»XIS„ tMic r^!IP BIscK EIOOL Ills suq V22oc!slcq I'220 2E
( Ls eLGX Dncl2sslsul IpLon ponl
b!uK 2PT COUPut 2 2h
bGLIWCICL null Mrugom Cqajr!DF 1,020 PE
InISL!OL fluff DOOL CgnlK!U ?A? I'E
3,q EIOOL (VV-3) IS„X1S„ dAP!fG Mile OLs ElooL Iris
hcllOm\BI9CK EIoOL I!Is y,Is2l!C V220crslsq m!Ip AO 2E
ydszl!c
IS„XIS» 4AP!Ic M'!IP BIsCK gIOOL I!Is suq V22ocrslcq S'S00 2E
(3Ls Dncl 2Cs19ul \5 EIoOL
IKc4 Dncl 2s91sul \5 ElOOL
MuK 2!uK COUPUR 2 2E
bsLrmclsL null /Y\!ugom Cunlr!ijR 1,020 I'E
S q EIoOL (V V-S) IulsLIOL null DOOL cutlir!ur AQO I'E
AGIIOm\131scK ga2lgnsl yys2llc I'800 2E
1 S»XIS„ Blnc EIOOL I!ls suq V22ocislsq yqu2pc 200 2E
V22octslsq VpRpc
IS»XIS» MP!Ic mllP EsuK E1cCK h!ooL Iris suq 200 2h
Y192IIC
S q EIOOL (VV-S) 13„XIS„ MP!ts mrlP B19CK EIOOL I!Is suq V22oc!sisq 1,820 2E
gcq Dncl 2sslsul IpLOn ponl
WIT 2ruK COuf!u 2 2E
CsnlK!u Vlou eLsu11C 130 PE
bsLrUIQIBL null/A!ugom CsnIK!u 1'020 1'E
I.,, EIooL (yy-I) IDICLIOL hurl DOOL Cfffljr!Ur 2QO PE
BIscK guignsl y1s21lc 320 2E
ydS2IIC
X n r MTa sc ooL _ a r su mc!sFc 2'300 2E
M1 .I r - < } I31 K E.I L.I q V q
gmrurzlisl xe 199!Ilou - — T
nsull
j Osulrou yEslecr rl E2lrmslcq
IVBI'E I - V29ERIOR-COVIVILI114C BIIIPDILIC y,IV.LEKIVP2
s2ps2lo2-coul9luru9 mslsLlsl2lpLOnUponl Ipc {scilgX:
Ilic I.ollom!gFX Ispls bLOn!gsz Ips IAbs suq c2I!wufrq dnsupl], ob sscp mslaL!sl !gsulr{rsq s2
y49lsxrsl2 2nLnG)\ 3Q EcgsLsl 21LssI' 2slsm' y1V
y2ps2lo2-Couls!uruS Brrrlq!ug bLopsls suq Eswjjl , Conu Comblcx
bgRG 10
null ull 2uwb1G2 puq pccu 9uul?,scq
9bbpcgl!ou oL IpG «21ob sI L!L2l bo2!Ilns„ MGLc 9uslascq nnl!l g bo2ll!Ac Lc2nll Mug opfu!ucq OL
IFGLGLOLG sua 2swblc2 M!Ip!u Ipc 29wG powOf UOfl2 9LG9 Ipst MGLG uol guslTscq qnG to
suq 9 Lc2nll Ol. lc22 Ipuu 1,\0 92p62IO2 M92 opfuiuGq (psI 2swblc M82 cou21g6Lcq 9 U6V,sIlAG LG2nlI'
MpcucAcL s 2swblc M92 LG-Gxswlucq 0 brMD2 uus11,2lz ngpsluR Ipc bo!ul conul IccpuldnG
92pc2lo2' Ipc 2swblc Mgt Lc-Gxuwlucq nz!uR Fps bolus conul Iccpu!dnc to s2pc2lo2 dnsupLic9I!ou-
dnsul!I!csl!ou- Mpcu bry1\D2 LG2np2 iuq!cglcq gU 92pc2lo2 couleul pcIMGGu 1,\° suq I0o\°
q!2bGL2lOu 2Islu!uR (bI V4\D2) wclpoq n2!uR Ipc A!2nsl c2I!wsgou Iccpu!dnc LoL s2pc2lo2
o} /AOpnLu' y,I9z2scpn2Gll2 (bLo2c!GUcc) n2!UR Ipc Eby sbbLOAGq bolsL!scq l!RpI w!cL02coba M!Ip
Bn1K 2swblc2 oL LL!9plc 2n2bccl wglcu912 MGLG suslascq pA bLO2clGucG yu9lAl!cul 2GLAlcc2' luc"
2cG ybbcuq!x y' BnIK 2umbiG yuslazl2 KGznll2' {OL 911 Pnlr 2swblc sugla2!2 LGboLlz-
MIUgoM buuc2'
bcL!wcicL OL IpG ygwlU!2ILal!Ac ygq!I!ou• ,l,pG wsluiul !2 n2cq s2 9 McslpGL bwo{IuR pcIMGGu
bsL!wGIGL nu!I MlugoM c9rr1K!uR 12 locslcq ou Ipc !uIGL!oL OL IpG cxlcLIOL M!UgoM2 glouR Ipc
i^IslGLlgl I`Oc9l!Ou DL9MIUR2' IOL 10culOU Ol csn11ClnR'
ygw!u!2ILsl!AG ygq!I!ou suq 912o iu 2owG oLpm- 2cG ybbcuq!x C' yzpc2lo2-couls!ulUR
IpG ygw!u!2ILgl!AG ygq!l!ou wccl' .LpG cuniK!uR 12 Lonuq !u IpG lulcL]OL pgiltAUX oI Ipc
Cgnlr!UR slouR RLgulig 12 loculGq ou [PG IUIGLIOL psilM9a MpGLG IpG bLOpglc suq FuwllX Conu suq
ExlcuoL ExIGL!OL M!ugoM G iilr!uR 3,132 Ph
e„ IS» b! G lu2ni9gou 20 EE
IulGL2l!I!gl 2b9cG 1 G 1 lu u2n s 1ou
b. E.II, I 1 I. 52 Egcp
BURG COUT bI92IGL.Mgp2:suq CGlI!u 2 3e'000 2L
S q LIooL (OC-S) UOn-yCA y1921!G e'.100 2h
1S„xIS„ Mp?IG Mllp BIscK LiOOL ,l,!lc y22oclslcq Mllp
py921!c
S q LIooL (OC S) 1 S„x IS„ W!IG Mllp BIscK HOOL IIIG suq y22oc!9IGq d�0 ZL
1392G COW b192IGL M9112 suq CGlpu z 3e'000 2h
OInG Dgnp y22oc!9lcq M!Ip Cc!put 111s y22nwGq 200 2h
uou-ycyl Ygg2llc
Iz/ LIooL (OC 1) IS„x1S„ Mp?IG Mllp B1gcK EIOOL ,L!lc y22OclslGq M!Ip 3'S00 Zh
yg92lrc
IS»XIS„ MP!Ic MIQ BIscK LIOOL Z!lG suq y22oc!slcq 8'000 2L
HAYC A!pL9ITOu Clolp y22nwcq 2 Egcp
>IS„ b! c lu2nigt!ou 12 EL
e»IS„ br G lu2nl9gou 3e0 EL
B92Gwcul 1 G w U2n 9 OU l2 Egcp
e,;1S» b. E.�. I I I.
0„7e„ b? G 1u2nlgl!ou 330 EL
0„-e„ b? G L!u!ut lu2nl9you 20 Egcp
Elsa G eg2KGl y22nwcq) 80 Egcp
ElcclLlcsl ff!LG IU2nl9llou (y2znwcq) �20 EE
n9ulr
rocsl!ou y,I9IGGrsi
E2Ilnl9lcq
NgfGL!sl2 2nLAGa 3e LGgGLgl 21LGGl' 291cw' VIV
y2pczlo2-COUI91uluR Bn!iq!uR bLopglG Suq Lswlla COnll Cowbicx
bsRG I I
LOOW to Ps s2pc2102 coutsiuiuR•
2fluca- VIC sj2o P92 s22nweq test sll jpG UsuRG R92jccj2 suq. t-ILG gOOL2 locstcq IU tpG pOijGL
IuwjupuR babes ctc• W9a Gx12j iU SLG92 O} tpc POIIGL2 not 9CCG221PIC to VIC at tpc tiwc ob tpc
VIC 2n2bcct2 jpaj iutcLu9l s2pc2to2-COuj9iuiuR pojGL cowboucut2' 2ncp 92 Lobs Ru?rGt2'
Il4iuR2 to pc bLG2Gut 1u tpc2c cL9Ml zbscG2
HOMGAGL' gnG .to IlwltGq A121plllta 9Uq accG22 jpGLG 12 a botcut191 t.OL VCYj bibs lu2nlgipu auq
op2cLAGq iu CLUMI zbucG2 locstcq Iu tpG p92GWGuj o, jpG bLopsjG suq Eswlla COnLj BnllgwR-
bj92jGL conjsiucq >lo\o s2pc2jo2 suq Wn2t tpcLGLOLC pc tLcstcq sz au VCYq. BsLc bibcz MCLC
2swblc2 MGLG tpcu LGUUUIaScg n2iuR bout conut wctpog2 _IPG20 LG2nit2 iugicstc 1p9t psis cost
MSLG susjasaq n21UR bl-VT Kc2nlj2 iugicutcq tpst pa2G cost bla2tGL coutsjucg ?,\° s2pc2to2 Vil
blszjcL iu WE; bLOpatG suq Eswila Cong BmlgiuR' V yotsl OL Id pnlr 2awbje2 MGLc prGu suq S
COU2LLncjiou acjinija iu OLgGL TO GAaln9tG tpc2G 122nc2• VIC,? iu2bccjoL2 2awblcq ps2c cost
bLOAG2 OIPGLtAf2G' ExbjOL9tO1a gewopgou suq pnjr 29wbliuR 2ponlq pc bGLIOLWcq bLIOL to
IgGUPtiGq MItp IU tpl2 LGbOLt 2ponlq pG a22nwGq t0 pc 92pG2t02 COujaIUIUR flutll japowfo a 9Ua1a212
ge2jLncjinG' sua pigqcu W9tGLisl2 gi2concLcq gnuuR gcwopliou\LGuon9jion scjygjic2 suq not
jaaclluR OL }IooLILIR WsjGLi912 W9a Gxi2t 21uCG tpG 92pc2to2 2nLAc?, sctlAltica MCLO Uou-
COuj91WUR UOOL j1IG Ms2 igeujiEGq' HOmGACL' tPGLG I2 s bompipja jpsj aggiyouul wnitiblc
VIC12 iu2bGctOL qiq not igcujila 9ua wnitiblc jsaGL2 01 UOOL j1102 iu 9LG92 MPCLG s2pc2t02
ConLT BnijgiuR' V,IC,2 btolc22iou9j obiuioU i2 jpst plgqcu bibs iu2nlstioll I2 prq), to pc bonuq-
gGjGLWjucq To pG uGRaf!tc }OL a2pG2jo2 coutcur B92cq ou jpc of oI; tpc j,LopsjG suq E9Wija
bibs iu2nlstiou to jpG ygwiui2gujinc Vggitiou, IpG bjbc2 MGLG psLG' gpuRjm OL 2swblcq suq
L9ugow s1G92 to 9ccG2z bojGutisj pigqcu VCW' DoLiuR [Ps w2bcctiou VIC qiq not {Iuq VCYd
V.IC,2 2nLAGa 2cobG oI MoLr qiq not iucingc bGLLOLWiUR cxbjoLstoLa geujolitiou 9cjinijiG2 ju
botcupul pigqcu s2pc2to2 iU ULG92 MpGLG CGIIiuR LIic2 coniq pG tcwb0t9Llja Lcwoncq suq Lcblsccq-
bcuwctcL suq IutcuoL M9112' cuclo2cq bibs CP92G M9112 iU p91PLOOW2 OL OLPCL 9LG92 to 9CCG2z
VIC GA9jnajGq all 9LG92 tp9t MGLG LGa2OU9pja 9CCG22IPIG at LPG LIWC OItpc 2nLASa' iucjngiuR jPc
Coaz UttA'A% s W AW
1681 A k 2t9tG MOB'
BniR Iuznlsjiou 2swblc2„ ,IEA susja2i2 wogcicq agGL LPG EbV INctpoq Q00' El-Vb YZGtpo4
10 CES butt AQ? 2npb9Lj E' Vbbcugrx V: „IIILGLIW Y,jctpoq Io1 LPG DGfGLLuiu9ji0u oI V2pc2to2 iu
r9pOL9jO1a VCCLGgijaj1Ou bLORLUW (AAE'Vb)' .LPG brMD2 911914I.C91 wctpoq p wogcicq UUGL
jabc2 oI s2pc2to2 suala212' bLO?cicucc' i2 9120 9CCLGgjGq Pa tpc EbV AuPOu91 A01nut9La
bL02Cicucs 12 CGLtigcq pa tpG ?tuts oI Vqu229CPn2Gjj2 (VgDPMD # VV 0001?Q) to bGLIoLw all
EIGCjLOU A!CLO2coba (lEYd) susja,m
s2pc2102 coutGut 1c22 LPsu to\o s2pc202' bLo2Cicucc Ms2 iu2tLnctcq to bGtloLw Immi2ziou
MOB YSGjpoq• MFGU brW\D2 YIOB Lc2nIj2 O{ 9u OLR9uiC9f1a ponuq WRIOL191 iugicsjcq su
BULK 2swblc2 OL uou-lu9plG 2n2bcct wstui9j2 MGLG su91aseq pa bLO2cicucG' n2iuR tPG bFW\D2
COUL91wUR W9jGL19l'
(Vbbcugix V)- II, s W9jc1i9j coujslU2 RLGst6L jPsu 1o\° 92pc2t02' It 12 cou2igGLGq to pG s2pc2to2-
s2 s bGLccur Oula tpc s2pc2to2 coutclljI It UUa' i2 LGCOLgcq Iu tpc pnpc 2awblc Kcb04 of yusla212
Mooq' OL R1922 l_IPGL- IPc dnaUtija olcscp oI jpc2G 2npzjsucc2 12 Ai2najja c2jlw9tcq suq LGCOLgcq
92pc2to2 RLonb WIUGL912 suq OLPGL jlpLon2 W9tclrsjz 2ncp 92 ccllnlo2G (b9bcL)' W1UGL91 (Loc1L)'
Ba n21UR jPG bFW\D2 wctpoq' 9 LLaiucq wlcLo2cobi2j i2 splc to igcutila suq gi2jiuRni2p pctMccu
WsjGLI912 ?nLAca 3Q EGgcL9l 2ILGGj' 2slcw' WV
V2pe2jo2-COUt9iuiuR BWlgiuR bLop9tc suq Eswila Contt Cowblcx
buRG 13
suq MOLrtOLCG DCAslobwcut (ADrtm) I!ccu2Gq bLOlcct t/,lou!tOL'
suq 9IL woUltOLwR' iucingiuR tiusl Al2nsl lu2bccpou pa s Vg9229cpn2Gtt2 DcbsLlwcut ob rspoL
ygq!t!ousl co2t2 Mill pG !ucnuaq t_oL sgq!t!ousl 2swbl!u?' bLolsct gc2iRu' bLOIGCT UJUUURGwGut
lscstcq fU GItpGL CGII!UR OL M911 AOIg2- blG92G 2GG t0 tpG MPIC PGIOM tOL tpG pLGurgOMU OL c0212-
Co2t2 Mill pc !UcnLLGq !} pnMLG pnl)t mubl!UR LGAC912 sgq! !oust s2pc2to2-coutumiu& wstcys12 sLG
PC iuctGs20q to 2ald'13Q'00 !b tpG bLo1Gct,2 cncutnsl Cou2tLnct!Ou migboiut !2 5013, Vgq!t!ousl
OLcou2tLnct!ou obwlq 300). f12TUR aU !uplst!OU tUCtOL OL spont j}\0 s 1,GUL (1 Qo\°)' tp!2 co2t 2ponlq
3008 suq 2ponlq pG cowblstsq !u IstG 5010' suq om c2t!wstc2 um ps20q ou s22nwluS s w!q-bo!ut
2"g'010'00' It !2 OHL nugcL2tsuq!ug tpst Fps LGuonst!ou bLOIGCt !2 sut!cibstsq to pGRiu iu lstc
wstGiiulz' Mp!cp Mill pG iwbsctcq p?, nbcowiuR coualLncf!ou ucf!A1tIG2 t0 PC sbbLoxiw3tGla
G2t!wstc2 tpG CO21 LOL tpG Lcwonsl suq q!2bonl o{sll igclrtlgsq suq 522nwsq s2pc2t02-cout9fUJUR
DGbsLtwGut OL r5pOL suq MOW19LCG DGAclobwGUt suq 02HV 2t8ug3Lg2 suq LGdnILGw6Ut2' yIC
Ipc co2t2 s22ocistcq Mitp tpG spstcwsut ob 92pc2t02-COut9!11!11g wstcysl2 9LG ps2Gq nbou cnucut
3*1 COUE2.LIWVJ-F
pG tonuq !u ybbcuq!x b oktp!2 LGbOLt-
csu pG Lonuq !u ybbsuq!x E op tp!2 Lcb04 suq LGbLG2Gutst!Ac tiluL\counsugousl bpotO&Lsbp2 csu
bsuOLUWIC wsuuOL 2poMpuS sll gpsct!ou2' MpcLG bo22pplG- KrbLc2Gutujyc q!Ritsl bpotORLsbp2
bpOto&Lsbp2 MGLG upo ts1LGu 91 GAGLa cua?, EPOAG tpG ccil!uR' IpG2G bpOtOSLsbp2 MGLG ts1CGU fu s
oL bpotoSLsbp2 toL !ucln2lOU pu LGboLt2 suq ws!utslupug sU nusltGLsplG bpotoSLsbp!c LGcOLq-
mublc co1lCct!ou• D!1;!tsl suq councutpousl bpotoftsbpa MGLG ntillscq to tscil!tstc LGbLognctiou
bpOtORLsbp2 MGLG mrru 5t cAGL?, 2swblG locupou t0 gocnwcut couq!t!ou2 st tpG COwbIGtfou Ot
• DGA!slfOu2ITOw ML!ttGU bloccgnLc2'
• 2nwwu a Obsua wsGt!UFL2 OL q!2cn22ion2 Mltp OTPCL bsLt!G2' suq
• ptpGL bGL2ODUGI 011-21tG!
• I!ws o{ sLLinsl suq t!wG of gcbultmc'
• IGffw wcwpGL2 suq tpGJL LG2bou2ip!l!t!G2'
t0110MIUR IUt,OLw91!OU M92 I000Lgcq gnL!UR tpc gq!la 2CLGCUIUR suq copcctlou Ot 2swbIG2:
yIC12 !u2bGCtOL2 MGLG LGdniLGq to wsiutuiu gs!la Lirlq gocnwsutst!ou iu ponuq loRpoop- IpG
S'3 6nsl!a y22nLsucG\6nul!ta COUIL01
tpc gins gsnp2 ou tps C!Imn ULG su VCVJ wstcLlsl suq 2ponlq PC tLGstcq s2 2ncp-
tpc bls2tGL CG!I!UP tpst conlq not PC 2suxblcq qnc to tpG pGiSpt of tpG ccil!uR- yIC 9221,wc2 tpgt
tpG bLOpstG suq Esw!la COn4 gnilq!ug- DnL!UR TIM !u!t!sl Ms1r tpLn' yIC uot!ccq gins gsnp2 on
DnG to tpc pOiSpt ob We cGTpuS2' yIC M92 nospls to scc022 9LG92 spoAC 9con2t!c9l CGIIfuS t!lG iu
Y1st0L!912 2nLAGa 3Q LGgGLUI 2tLsst' 29lsul' yly
y2pG2tO2-COut9!u!uR gnilq!uR bLOpstG suq )swila Conu CowblGx