SPECIFICATIONS FOR UPGRADES
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SPECIFICATIONS
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UPGRADES TO FOOD COURT, MALL ENTRANCE & PARKING LOT LIGHTING PLUS
BUS PAD RELOCATION
At
BOYNTON BEACH MALL
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OUb . A ENGA, P.E.
Edward J. DeBartolo & Associates
Reg #31399
100 DeBartolo Place
Youngstown,OH 44512
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CHARD PARTIKA
Edward J. DeBartolo & Associates
Reg #001069
100 DeBartolo Place
Youngstown, OH 44512
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Environmental
Consulting Services
Asbestos Facility Suxvey
:Joynton Beach Mall
Boynton Beach, Florida
A TEe Project Number: 70-17096
Asbestos Facility Suxvey
Boynton Beach Mall
Boynton Beach, Florida
ATEC Project Number; 70-17096
Prenared For:
The Edward J. DeBartqlo Corporation
7620 Market Street .
Youngstown, Ohio 44513-6085
Attn: Office of the General eounsel
&
J.e. Penney Realty, Inc.
12700 Park Central Place, 13th Floor
Dallas, Texas
March 17, 1992
Russell E. tauffer, P.E.
Fla. Licensed Asbestos Co
TABLE OF eONTENTS
INTRODUeTION
.......................................... .
1
eOMMON SUSPECT ASBESTOS-CONTAINlNG MATERIALS. . . . . . . . . . . . .
1
ASS.ESSMENT FACTORS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 3
SURVEY PROCEDURES (GENERAL)
BULK SAMPLE ANALYSIS
. . . . . . . . . . . . . . . . . . . . . . . . . . . . .
5
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
5
BU'll..DIN'G DESCRIP'fION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 5
,
SURVEYED AREAS
CONCLUSIONS
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
6
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
6
RECOMMENDATIONS
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
7
LThfiTATlONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 8
i
APPENDIX A:
APPENDIX B:
APPENDIX C:
TENANT SPACE SURVEY REPORTS
REMOVAL ESTIMATES
PHOTOGRAPffiC DOCUMENTATION
LABORATORY ANALYTICAL DATA
~
.
APPENDIX D:
.
1
INTRODUCTION
The purpose of this suxvey was to identify, locate, sample, quantify and assess the condition of suspect
asbestos-containing materials (ACM) that may be found in the tenant spaces, common areas, the J.e.
Penney store and Jordan Marsh facility of the Boynton Beach Mall located in Boynton Beach, Florida.
This suxvey was performed at the request of The Edward J. DeBartolo Corporation in accordance with
A TEC Proposal Number 91093, dated May 3, 1991. The field work for this suxvey was conducted by
EPA accredited inspector Mr. Stefan Merklein of ATEC, on August 8, 1991. Within the limitations
of the number of materials sampled, the Boynton Beach Mall was generally found to contain ACM in
localized areas of non-friable materials (sink undercoating) and larger areas of non-friable (expansion
joint compound) materials.
~
Asbestos is a naturally occurring fibrous mineral that has many beneficial properties. It is resistant to
acids and heat, and does not conduct electricity or heat well. It is because of these features that it was
widely used in buildings constructed prior to 1975. The following paragraphs describe the most
common uses of asbestos in building materials.
~
COMMON SUSPECT ASBESTOS-CONTAINlNG MATERIALS
,
Surfacing M;aterials
The most common type of suspect surfacing materials are spray-applied materials used for
fireproofing and insulation. Insulating materials are generally fluffy, but can also be
cementitious. Both types of material are made of a mineral wool base, with tiny glass beads
mixed in. They may also contain a binding material and up to ninety-five percent (95%)
asbestos. Asbestos can also be found in plasters where a binding material was included in the
underlying "brown coat" layer.
1
The friability of these materials on building surfaces (walls, ceilings, wide flange beams or other
structural members) is determined by touch. If the material can be reduced to powder by hand
pressure, it is considered friable by the Environmental Protection Agency (BPA).
..
Thermal System Insulation
.
Suspect thermal system insulation materials are piping, tank, boiler and other insulative materials
which are applied to components of mechanical systems. The materials are intended to prevent
heat loss or gain and are typically considered to be friable.
Miscellaneous Materials
Ceiling Tile
Approximately two percent (2%) of all ceiling tile manufactured before
1975 contain asbestos. The tiles are usually friable, even if they are in
good condition, because they can be crushed by hand pressure.
Wallboard
Some types of wallboard (drywall) can contain asbestos. This is not a
commonly occurring material, but can be found in older installations.
Drywall joint compounds occasionally contains asbestos fibers.
Floor Tile
Due to the excellent durability of asbestos, it was commonly used as a
component of floor tile. In this application, the asbestos is tightly bound
to the vinyl substrate of the tile. Under normal wear, this material is not
considered friable.
2
ii
Vinyl Floor Tile Mastic
Various types of mastic adhesives are used in the application of vinyl floor
tile and linoleum products. Commonly, prior to the mid-1980's, these
mastics contained asbestos. The composition of mastic products may
differ widely depending upon the specific material to which the mastic is
applied, the chemistry of the mastic overall age of the mastic used.
Generally, mastics are "enclosed" between the applied flooring product
(vinyl floor tile) and the building slab (concrete base), thus the potential
for fiber release is minimal. During floor tile removal and replacement,
the mastic is exposed. Depending upon the mastic chemistry and
composition, the mastic may be classified as either friable or non-friable.
ASSESSMENT FAeTORS
As suspected ACM are identified, they are classified as either friable or non-friable. Friable materials
are those that can be crumbled, pulverized or reduced to powder by hand pressure. Friable materials
are more hazardous than non-friable materials, because they are more likely to release fibers into the
air. In assessing the fiber release potential, the current condition of all AeM is noted.
Evidence of deterioration, physical damage or water damage, in addition to the potential for future
disturbance, damage or erosion of the ACM due to air disturbance, high vibration or contact, is also
noted.
ATEe Environmental eonsultants uses the following assessment factors to evaluate the material:
3
,
Priority Factors
-1
Priority 1
1
The material is significantly or moderately damaged, and the potential for
continued disturbance of the material is either high or moderate with the
air flow around the material being high.
Priority 2
The material shows little or no damage, has a moderate potential for future
or continuing damage, and is in an area with little air flow.
Priority 3
The material shows little or no damage, has a low potential for continued
disturbance, and is in an area with little or no air flow.
Access (Accessibility To The Material)
1 = The material is within normal reach of most persons.
2 = The material is"barely within reach of most persons.
3 = The material is not reachable by most persons.
Friability of the material
NF = Non Friable
F = Friable
.
4
..
1.
, ,
j
.,
.
SURVEY PROeEDURES (GENERAL)
Each of the client-limited, scope of sexvices, designated areas was obsexved for the presence of material
that may contain asbestos. These materials were then described and categorized into homogeneous
areas. A homogeneous area (HA) consists of all obsexved material in various locations in a building
that are identical in color, appearance, texture and date of installation. The HA can only be described
within a single building (i.e., red floor tile in two buildings of the same complex, even if installed on
the same day, make up two different HA's). AeM are divided into three main types: Surfacing
Material (S), Thermal System Insulation (T) and Miscellaneous Materials (M). Samples of the
designated sampling areas (HA) are then taken and analyzed for asbestos content.
BULK SAMPLE ANALYSIS
At the request of The Edward J. DeBartolo Corporation all of the bulk samples were analyzed by De
Yor Laboratories in Youngstown, Ohio, using polarized light microscopy (pLM), with dispersion
staining. This type of analysis requires the microscopist to take a portion of the bulk sample on a
microscope slide and treat it with an oil of specific refractive index. This prepared slide is then
subjected to a variety of tests while being viewed under varying polarizations of light. Each type of
asbestos displays unique characteristics when subjected to these tests. Percentages of the identified types
of asbestos are determined by visual estimation. According to EPA regulations, any material that
contains more than one percent (1 %) of any type of asbestos is considered an AeM, whereas OSHA
defines ACM as material containing asbestos, regardless of its percentage. Laboratory data forms are
included in Appendix D.
BUILDING DESCRIPTION
The Boynton Beach Mall is an approximately 1,000,000 square feet retail mall. The mall was originally
constructed in approximately 1985. The building generally consists of a one-story, slab-on-grade
structure with concrete masonry block walls and a metal corrugated roof support system with a built-up
roof. The interior consisted of drywall or masonry block partitions, vinyl floor tile, carpet over
5
concrete, ceramic tile or bare concrete. In addition, the tenant spaces have a variety of suspended lay-in
acoustical ceiling tiles throughout.
elimate control is supplied by individual space units either roof top or a central HV AC system.
Electrical sexvice as well as other utilities are supplied to the individual tenant spaces by underground
means.
SURVEYED AREAS
The following sections list the results of the asbestos bulk suxvey & removal estimates. The first section
(Appendix A) "Tenant Space Suxvey Reports" is a tabulated list of suspect material for each tenant space
and the common area suxveyed. The suspect materials are listed along with quantity, location, if the
materials are asbestos-containing and a conditional assessment using the listed factors. The second
section (Appendix B) is a tabulated form of estimated removal costs for each area that contains asbestos.
Each space is subtotaled and a total estimate is found on the sections' last page. Areas included as part
of our suxvey for ACM were the mall common areas, J.e. Penney's and Jordan Marsh.
eONCLUSIONS
Based on the analytical results of the limited bulk sample suxvey conducted at the Boynton Beach Mall
on August 8, 1991, the following conclusions have been developed for the asbestos-containing materials
found:
Expansion Joint eompound: AeM of this type is located throughout the common and tenant areas of
the mall floor that are heavily traveled by mall shoppers. This material appears to be undamaged, but
physical damage, while remote, is possible under these conditions with continued traffic. The potential
exists for asbestos fiber emission if activities such as removal or repair occur that could disturb the
AeM.
6
Sink Undercoatin!!: This AeM is located in a closed cabinet on the underside of the lunchroom sink.
It appeared in good condition and is non-friable. Due to the remote possibility of its being disturbed,
it should not present a significant environmental liability to the subject site. This material is non-friable
and considered a priority 3.
RECOMMENDATIONS
Asbestos containing materials obsexved in the Boynton Beach Mall appear to be in good condition. It
is recommended that an Operations and Maintenance (O&M) program be established to minimize the
potential for personnel exposures to asbestos fibers. The O&M program should, as a minimum, contain
procedures for periodic obsexvations of the material condition, awareness training for applicable
,
custodial and maintenance personnel, and mechanisms for remediation (cleaning; repair, renovation,
etc.) of the materials. The areas recommended for the 0 & M should have the ACM suxveyed for
conditional assessment every six months. If renovation, repair or abatement becomes necessary, the
materials should be removed by a Florida licensed asbestos abatement contractor in compliance with
current federal, state and local regulations. It is also recommended that the owner employ a Florida
Licensed Asbestos Consultant to prepare technical specifications for bidding purposes and perform
project and air monitoring to obsexve work activities. Based on the visual and bulk sample suxvey
conducted at the Boynton Beach Mallon August 8, 1991, the following specific material
recommendations' are made.
Exoansion Joint Compound: The asbestos-containing expansion joint compound could pose a potential
for fiber emission to the air due to any activity that may disturb the AeM (Le. repair, renovation or
removal). While this appears to be a remote possibility, we recommend that this material be placed in
an Operations and Maintenance (0 & M) Program. However, if any activity such as demolition,
sanding, drilling or grinding becomes necessary, this material should be removed and disposed of as
ACM by a licensed asbestos abatement contractor.
7
Sink Undercoating: Due to the location of this AeM and the minimal potential for asbestos fiber
release to the air, the immediate removal of this material is not recommended. A TEe recommends that
this material be placed in an Operations and Maintenance (0 & M) Program. However, if any activity
such as renovation, demolition, sanding, drilling or grinding becomes necessary, this material should
be removed and disposed of as ACM by a licensed asbestos abatement contractor.
Roofing Materials:
Roofing material samples were not collected as part of this suxvey so as not to affect the roofs integrity
and/or to violate the roof manufacturer's warranty. Prior to any demolition, repair or removal, the EP A
requires that samples be taken and analyzed to document if it is an asbestos-containing material.
Otherwise, the roofing materials need to be assumed as ACM.
LIMITATIONS
This report has been prepared for The Edward 1. DeBartolo Corporation, for use in evaluating areas
of the facility described in this report. This report has been prepared in accordance with generally
accepted asbestos consulting practices and in compliance with the client specified scope of sexvices.
No other warranty, express or implied, is made to the professional advice included in this report. If
there is a substantial lapse of time between the submission of this report and the start of any asbestos
abatement at the site, or if conditions change due to deterioration or other construction operations at the
site, A TEC urges that this report be reviewed to determine the applicability of the recommendations in
relation to the changed conditions and current regulations.
The analysis and recommendations submitted in this report are based on data obtained from samples
obtained at the locations designated on the sample location diagrams. This report does not reflect any
variation between sample locations or unsampled areas. Such variations in un sampled materials may
not become evident until renovation or abatement activities are planned. The EP A requires that prior
tq renovation, removal and/or demolition activities which might disturb the sampled or un sampled
materials, a documentation of their asbestos content be supplied. This documentation is to be part of
a required, formal notification to their respective agencies.
8
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PHOTO NO. 1
VIEW OF THE ASBESTOS-CONTAINING CAULKING (SAMPLE NOS. 1,2 AND 4) LOCATED IN
FLORSHEIM'S, ATHLETE'S FOOT AND BAKER'S
PHOTO NO.2
VIEW OF THE ASBESTOS-CONTAINING SINK UNDERCOATING (SAMPLE NO. 16) LOeATED IN
THE LUNCHROOM OF J.C. PENNEY
. NAIIIE: . .. " ',.
1
SPECIMEN 1.0. NUMBER
ACCESSION NO.
91596866
91 596866
COLLECTION DATE
COLLECTION TIME
RECEIVED
08/07/91
CLIENT 1.0. NUMBER LOCATION
00:00
08/13/91
REPORTED
00000
08/19191
BOYNTON BEACH MALL 6866
ASBESTOS BULK ANAL.
SlTE/LpCATION/CONM,
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COLOR 1 APPEARANCE
SPECIMEN_COMPOSITION
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91 596867
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91596868
91 596868
COLLECTION DATE
COLLECTION TIME
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08/07/91
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ACCESSION NO.
91596869
91 596869
COLLECTION DATE
COLLECTION TIME
RECEIVED
08/07/91
CLIENt 1.0. NUMBER LOCATION
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. NAME
SPECIMEN r.o. NUMBER
ACCESSION NO.
5
91596870
91 596870
COLLECTION DATE
COLLECTION TIME
RECEIVED
. 0
08/07/91
CLIENT 1.0. NUMBER LOCATION
00:00
08/13/91
REPORTED
~~.-
BOYNTON BEACH MALL
6870
00000
08/20/91
RESULT
TH:~!~~~~~E;.R~~GE UNITS
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.' NAME.: .'
6
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BOYNTON BEACH MALL
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SITE/LOCATION/COMM.
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COLOR 1 APPEARANCE
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(216) 758-5788' . .,.
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SPECIMEN 1.0. NUMBER
ACCESSION NO.
91596871
91 596871
COLLECTION DATE
COLLECTION TIME
RECEIVED
08/07/91
CLIENT LD. NUMBER LOCATION
00:00
08~~tT~J
6871
00000
08/19/91
RESULT
TH:~X~~~~I~ER'l~GE UNITS
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SPECIMEN 1.0. NUMBER
ACCESSION NO.
7
91596872
91 596872
COllECTlON DATE
COLLECTION TIME
RECEIVED
, 0
28lef~J'.;/~L8ERLOCATION
00:00
0~("b~d1
BOYNTON BEACH MALL
6872
00000
~.' .y:
08/20/91
'.
RESULT
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, . NAME: .,' "
91 596873
BOYNTON BEACH MALL
.c:
ASBESTOS BULK ANAL.
SITE/LOCATION/COMM.
':,-..,,
COLOR 1 APPEARANCE
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ASBESTOS RESULT
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. . .riLaboratories .' ,'.
:, :.:..;::<..;~<;;:' ':';'./1'::,:.. ':~l~:.:r'~'"..'i:.:.:' ":
.. 7655 Markel Street, Suite 2500 .,.... '.
YoungstOwn, Ohio 44512 .
(216) 7sa;s788 "", . .
. (800) 365-3396. "'_ . .,. .,"'"
.c ..;,'~" ~~~:.":. '~,~~~..:':-:.:; .:;~~,3:.,;;j'.:",~,~: :;~,~.;';i..:
SPECIMEN 1.0. NUMBER
ACCESSION NO.
91596873
COLLECTION DATE
COLLECTION TIME
RECEIVED
08/07/91
CUENt I.D. NUMBER LOCATION
08~,bidl~J
00:00
6873
08/19/91
00000
TH~RerW~~I'bER<i~GE UNITS
. NORMAL.
.: ,-
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. . NAME;" '. '. .
SPECIMEN 1.0. NUMBER
ACCESSION NO.
91 596874
9 91596874
" ., " ,.
ASBESTOS BULK ANAL r . . ;>.
SITE/LOCATION/COMM. - .J, M. CH LLER PIPE INSULATION
. AND MAST C I
BOYNTON BEACH MALL
COLOR / APPEARANCE
SPECIMEN COMPOSITION
ASBESTOS RESULT
; NON-ASBESTOS FIBER,
CELLULOSE
~\{ii.:.g~FIBROUS GLAsS
. NON-ASBESTOS NON-FIB
:';jf~~~~f?jN~: .~ ':{x!:~rs('~ .
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.;. DEy0R~..::c;
.j)'J'i" Laborato;iesi~t..~ "
",./,~'';.7 ~ ;'~" ..~T-
7655 Markei' Street;' Suite 2500 ,.,.
Youngstown. Ohio 44512
(216) 758-5788 . .
,(~~)~~~~~:- :i...,...,,"..,"i.~.:;;-;" .
COLLECTION DATE COLLECTION TIME
RECEIVED
08/07/91
CLIENT W. NUMBER LOCATION
00:00
08/13/91
REPORTED
6874
00000
08/19/91
RESU~T
TH~rffg~~~I~~R~~GE UNITS
,{::- ;~,:
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"i;"~\'
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SILVER / WHITE /
FIBROUS
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90
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75
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10
'. NAME' ......
91 596875
BOYNTON BEACH MALL
". .,....;,..
!'.' ..!:t..:,~-:::.:~,
ASBESTOS' BULK ANAL.
SITE/LOCATION/COMM.
;'.-~';;r',~';.>\~Y~~
:). '. ;-.~i/,
COLOR / AP~EARANCE
.:SPECIMEN COMPOSITION
ASBESTOS RESULT
~NON~ASBESTOS FIBER.
CELLULOSE
i~~ElBROUS GLASS
NON-ASBESTOS NON-FIB
.:.~.!!'.~-";f,,;~"';;..?r,- .
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.rli:!.Uiboratories'i,E':.'
. -.~'i;~~~.:~;.-:"'::;[;-:f~~-:. ,,~<;..:.:,: - ::'/'."4? "> ;;,..~
7655 Market Slreet; Suite 2500."c"
YoungstoWn, Ohio 44512 . .-,..:,
(216)758-5788 :;:'., -.:"'..
(800) 385-3396';;". -~, ._._t.~.,..,,,.:.'~.'.;.._.'.'. ._.., ,',
,~.....~.;;.(;;t:';-."-Ji:!::!':;"-~':-'~..,:.:.:<;,~.. ..-.-
SPECIMEN 1.0. NUMBER
ACCESSION NO.
91596875
COLLECTION DATE
RECEIVED
COLLECTION TIME
08/07/91
CLIENT 1.0. NUMBER LOCATION
00:00
08 ~JridtT~J
6875
00000
08/19/91
RESULT
TH:~fg~~~I~ER~~GE UNITS
. NORMAL.
ABNORMAL.
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LATION AND MASTIC
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11
NAME' . -' .....
91596876
91 596876
BOYNTON BEACH MALL
"--:-- -.:-:::'.
ASBESTOS BULK ANAL.
SITE/LOCATION/CONM.
-~~..r!~ ", ~,- .
COLOR / APPEARANCE
SPECIMEN COMPOSITION
ASBESTOS RESULT
:..NON-:;:ASBESTOS NON-FIB
}:~[:~:/F;~{_
~~;m~.\:~'1i':
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;'~S:IJ;i=7LaCATIONi,COMM.' i,';
<~{{f1If11iff.'; ~\:y ~~~~~:;- ,~'2'.~~.
.' COLOR / APPEARANCE
'!'ii';-~"'-"'" ..' '.' -'.' . --.'
t9~~~IMEN.COM~OSlTIONt
. ASBESTOS RESULT
'~~Q~6"~BlisfiJS:]EilfER~~'ti .
:'X CELLULOSE
""_'. ,.......,.."..... 'AI_'
:'gi_1IiBgIJl~P!J~G~S,.\~'
~ NON-ASBESTOS NON-FIB
~~~~!-~!t:':~~{jjf__
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'A'~ioDEY6R'::'~'
jl~:J;aborato;ies j;',
r.:.;.:.....~;. ' - '''T'.~'''_' ,,-,""
7655 Markei'St,eet, Sulle 2500 '.' '.
~~~)~~~~~8~hiO 44512 :;~:~
. _ (8~~0) 3~~~~.~".. .c.. ..,:~;c.i.~'.: ;;;.'; ..
SPECIMEN 1.0. NUMBER
ACCESSION NO.
COLLECTION DATE
COLLECTION TIME
RECEIVED
08/07/91
CLIENT 1.0. NUMBER LOCATION
00:00
08/13/91
REPORTED
6876
00000
OB/19I91
RESULT
Tli:JXg~~~I~ER'l~GE UNITS
." .
.: .. .
.,'
~,.".;,.
..;. . ~ ',",-'
~-~'.'.
J. M. TR
FLOOR TI
f
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E / FLOOR h-ILE .
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AND MAST,IC
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LI GHT GR
NONFIBRO
NO ASBES
.0' 100
Analytic
NVLAP.Ac
Y / BEIGE
S .i
OS OBSERVED ..... '..,.'
;-.-; ~,.-:,''', b .~;';1r~~:' . ~- ," . .X- /;i;':
1..Method: FLMper.EP.A. 60<?/~4-82.-::020.". .
1'.ed itationf,.No. 1062'""T:. e~inlca, ;,Sup ervi SOl'
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12
BOYNTON BEACH MALL
TEST
ASBESTOS'BULK ANAL
. SIJJ':/LOCATION/COMM,
.,' "'::.:;:';;:;
. ,-::;J~j
'~"'.,'-'"
COLOR/ APPEARANCE
.l?I'.E!=,IMEN COMPOSITION
, :iASBESTOS RESULT
~.>~~~~~ESTOS FIBER.
.' . .'.Cat.ULOSE . .
,:: FIBROUS GLASS
f;~NO~ASBESTOS NON~FIB
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SPECIMEN 1.0. NUMBER
ACCESSION NO.
91596877
91 596877
COLLECTION DATE
COLLECTION TIME
RECEIVED
0@jJilU09~MBER LOCATION
00:00
08{;&titT~J.
6877
00000
08/19/91
RESULT
TH:~~~~~~ER~~GE UNITS
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. .. NAME:" .
91 596878
BOYNTON BEACH MALL
>;',.""
ASBESTOS BULK ANAL-
SITE/LOCATION/COMM.
. ~f~-~~;;~
COLOR / APPEARANCE
SPECIMEN COMPOSITION
"ASBESTOS RESULT .,.'
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7655 Market Street. Suite 2500 ..,,;e. .:;'
Youngstown. Ohio 44512 " '!' ...".
(216) 758-5788 . .
.. (8"~!,~,~96"",,(:.;,;, c.j; -c'.,,:
SPECIMEN 1.0. NUMBER
ACCESSION NO.
91596878
COLLECTION DATE
COLLECTION TIME
RE~EIVED
08/07/91
CLIENT J.D. NUMBER LOCATION
00:00
08/13/91
REPORTED
6878
08/19/91
00000
RESULT
TH~~X~~~~I~ER~~GE UNITS
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SPECIMEN 1.0. NUMBER
ACCESSION NO.
14 91596879
91 596879
COLLECTION DATE COLLECTION TIME
RECEIVED
.0
08/07/91
CLIENT 1.0. NUMBER LOCATION,
00:00
08/13/91
REPORTED
BOYNTON BEACH MALL
',.-.
6879
00000
08/20/91
RESULT
TH~JX~~~~,~ER<i~GE UNITS
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COLOR,:/' .APPEARANCE .. .GREY
SPECIMEN COMPOSITION NONFIBRO S
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NON-ASBESTOS NON-FIB 100 - 'l.
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.~ - NVLAP Ac reditation"No. 1062 T. Psinka. SupervisoT
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15
BOYNTON BEACH MALL
. ~..:
ASBESTOS BULK ANAL
SITE/LOCATION/COMM.
~'~."
COLOR i APPEARANCE
"SPECIMEN COMPOSITION
ASBESTOS RESULT
~fNON-ASBESTOS FIBER.
CELLULOSE
~ .1FIBRDUS GLASS
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Youngstown, Ohio 44512
(216) 758-5788 .:
(8_~>"~~~~~;~';\'!~,;;",i:b_" .
SPECIMEN 1.0. NUMBER
ACCESSION NO.
91596880
91 596880
COLLECTION DATE
COLLECTION TIME
RECEIVED
08/07/91
CLIENT 1.0. NUMBER LOCATION
00:00
08/13/91
REPORTED
6880
00000
08/19/91
RESULT
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BOYNTON BEACH MALL
:
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SITE/LOCATION/COMM.
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SPECIMEN COMPOSITION
ASBESTOS RESULT
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SPECIMEN 1.0. NUMBER
ACCESSION NO.
91596881
91 596881
COLLECTION DATE
COLLECTION TIME
RECEIVED
0~~.&f/o9JuMBER LOCATION
00:00
08~~AT~J
6881
08/19/91
00000
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BOYNTON BEACH MALL
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SPECIMEN 1.0. NUMBER
ACCESSION NO.
91596882
91 596882
COLLECTION DATE
COLLECTION TIME
RECEIVED
08/07/91
CLIENT 1.0. NUMBER LOCATION
00:00
08/13/91
REPORTED
6882
00000
08/19/91
RESULT
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18
BOYNTON BEACH MALL
SPECIMEN 1.0. NUMBER
ACCESSION NO.
91596883
91 596883
COLLECTION DATE
COLlECTlON TIME
RECEIVED
08/07/91
CLIENT 1.0. NUMBER LOCATION
00:00
08~&~tT(U
6883
00000
08/19/91
TH:JX~~~~I~E.R~~GE UNITS
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BOYNTON BEACH MALL
ASBESTOS BULK ANAL.
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COLOR 1 APPEARANCE
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ASBESTOS RESULT
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Patrie k'. K~,~~""aynes :,.Ph;~D.
AnthoOEYORt.
..i'.:Laboratories '-'-
J:;..,. ..
7655 Market Street: Suite 2500
Youngstown, Ohio 44512
(216) 758-5788
(800) 365-3396
SPECIMEN 1.0. NUMBER
ACCESSION NO.
COLLECTION DATE
RECEIVED
COLLECTION TIME
08/07/91
CLIENT 1.0. NUMBER LOCATION
00:00
08/13/91
REPORTED
6884
00000
08/19/91
RESULT
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BOYNTON BEACH MALL
ASBESTOS BULK ANAL.
SITE/LOCATION/COMM,
COLOR / APPEARANCE
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AnthO,BEYOR:r
I. Laboratories .'. .
':",::",;;":,;'1"';',-'
7655 Market Street, Suite 2500
Youngstown, Ohio 44512
(216) 758.5788
(800) 365'3396
SPECIMEN 1.0. NUMBER
ACCESSION NO.
91596885
91 596885
COLLECTION OA TE
COLLECTION TIME
RECEIVED
OR/07/91
~uem- 1.0. truMBEA LOCATION
00:00
08 ~J.idAT~J
6885
00000
08/19/91
RESULT
TH:~X~~~~I~ER~~GE UNITS
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MECHN RO M
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FIBROUS
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Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
INDEX
INDEX
PROJECT SPECIFICATIONS
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
SECTION
ISSUED FINAL
INSTRUCTIONS To BIDDERS ............................................................... ...................... ..... ............ ..........01/1 % I
GENERAL CONDITIONS .................................... .............................. ........................... ...........................01/1 % 1
02221 DEMOLITION ........................................................................................... ...... ..... ...................... 01/15/01
02281 TERMITE CONTROL .................................. ............. ......... ................. ..... ....... ....................... ......01/31/01
02520 CONCRETE CURBS .......................................................... ........... ...... ..... .......... ......................... 0 1/3 1/0 1
02522 WALKS ... .............................................. .................................................. ......... ... ... ................... 0 1/3 1/01
03310 STRUCTURAL CONCRETE......................... ..................................... .............. ........... ... ... .... ..... ... 0 1/31/01
03425 GLASS FIBER REINFORCED CONCRETE (COLUMN ENCLOSURES) ...........................................01/31/01
03540 INSULATING LIGHTWEIGHT CONCRETE ROOF DECK .............................................................. 01/15/01
03650 FLOOR PREPARATION .................. ........... ................ ......... ..... ..................... ........... ...... .... .........01/31/01
041 00 MORTAR .... ................................ .............. .......... ......... ......................... ................. ......... .......... 0 1/3 1/01
04150 MASONRY ACCESSORIES ......................................................................................................... 0 1/31/0 I
04200 UNIT MASONRY ....................................................................................................................... 0 1/31/0 I
05410 METAL STUD FRAMING ...........................................................................................................01/31/01
05500 METAL FABRICATIONS ............................................................................................................01/31/01
06100 ROUGH CARPENTRy.................................... ..... ........................ ............. .... .......... ......... ...... .....0 I /31/0 1
06300 WOOD TREATMENT .................. .................................. ...... ........ .............. ...... ..... ... '" ... .... .........01/31/01
07105 FULLY ADHERED ELASTIC MEMBRANE W ATERPROOFING.....................................................01/31/01
07200 INSULATION ........................................................................................... ................ .................. 0 1/3 1/01
07240 EXTERIOR INSULATION AND FINISH SySTEM..........................................................................01/31/01
072 70 FIRESTOPPING .............. ...... ..................... ................. ..................... ........ ......... ... .... ... ..... ..... ...... 0 1/3 1/01
07325 BATTEN METAL ROOFING SYSTEM ......................................................................................... 0 1/31/0 1
07515 MEMBRANE ROOFING (4-PLY BUILT-UP OVER INSULATING LiGHTWEIGfIT CONCRETE ROOF DECK)............ 01/15/0 I
07600 FLASHING AND SHEET METAL ................................................................................................ 0 1/15/0 1
07812 METAL-FRAMED SKYLIGHTS ..................................................................................................01/15/0 I
07951 SEALANTS AND CAULKING ......................................................................................................01/15/01
08110 HOLLOW METAL DOORS AND FRAMES ................................................................................... 01/31/01
08710 FINISH HARDWARE AND DOOR SCHEDULE .............................................................................01/15/0 I
08800 GLAZING .... .............................................. ........ ......... ... ... ..... ...................... ......................... ..... 0 1/15/0 1
09250 GYPSUM W ALLBOARD.............................................................................................................01/31/01
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
INDEX
SECTION
ISSUED FINAL
09255 REINFORCED GYPSUM COLUMN ENCLOSURES ....................................................................... 01/31/01
09300 TILE WORK ................................ ............................................................... ..................... .......... 01/3 1/0 I
09306 CERAMIC FLOOR TILE ..................................::......................................................................... 0 1/31/0 I
09307 CERAMIC WALL TILE .............................................................................................................. 0 1/31/0 I
09510 ACOUSTICAL CElLINGS............................................................................................................01/3110 I
09760 FLOOR TREATMENT ................................................................................................................. 0 1/15/0 I
09900 PAINTING .... ............................ ... .... ..... ....................................... ......... .......... ............... ........ .... 0 1/31 10 1
10160 TOILET COMPARTMENTS ......................................................................................................... 0 1/15/0 1
10800 TOILET ACCESSORIES ............ ........ ......... ............ ......................................................... .... ... .....01 I 15/0 1
12670 ENTRANCE MATS ........................ ......... ............................ ............... ...................... .......... .........01/31/01.
16010 GENERAL PROVISIONS ................... ................................................................................. .... ..... 01 I 1 0/0 1
16050 BASIC MATERIALS AND METIlODS.......................................................................................... 01/10/01
1611 0 RACEWAYS ..............................................................................................................................0 III 0/0 1
16111 CONDUITS ................................................................................................................................01/1 0/0 1
16120 WIRES AND CABLES ................................................................................................................0 III % 1
16121 WIRE CONNECTIONS AND DEVICES.........................................................................................01/1 0/0 1
16130 BOXES .................................. .... .... ............. ........................................... ......................... .... ....... 01/1 0/0 1
16140 WIRING DEVICES ........... .......... ....... ................... ......................... ............... ..... ........ ... .... .... ...... 01/1 0/0 1
16190 SUPPORTING DEVICES ............................................................................................................. 0 III 0/0 1
16420 SERVICE ENTRANCE.. ....... ....... .......................... ...................... .... ...... ........ ..... ............ .... .... .....01 I 1 0/0 1
16425 SERVICE ENTRANCEIMAIN SWITCHBOARD............................................................................. 0 III 0/01
16430 METERING.. ................... ... ....... .... ......................................................................... .......... .... .....01 I 1 0/0 1
16440 SERVICE AND DISTRIBUTION ................................................................................................... 0 III 0/01
16450 GROUNDING ..... ... ....... .... ... ... .... .............. ...... .............. ... ... ...................... ............. ......... .... .... ....01/1 0/0 1
16460 TRANSFORMERS......... ....... ........ ...... ....... ............. ................ ....... ............ ............. .......... .... .......01/1 0/0 1
16470 P ANELBOARDS ........... .... ... ....... ..... ...... ... .................................... .................... ... ........ ..... ... .... ...01 I 1 0/0 1
16475 OVERCURRENT PROTECTION DEVICES....................................................................................0 III 0/0 1
16500 LIGHTING ....................... .......... ..... .......... ............. .......................... ......... .............. ......... .......... 0 1 I 1 0/0 1
16620 EMERGENCY POWER..................... ........................................... ........................ ........... ............. 0 1 II 0/0 1
16720 FIRE ALARM SYSTEM ..............................................................................................................0 III 0/0 1
16740 COMMUNICATIONS ................. ........ .............. ........................... ...................................... ... .... ...01/1 0/0 1
16770 BACKGROUND MUSIC AND PAGING ........................................................................................ 01/10/01
16850 HEATING AND COOLING .......................................................................................................... 01/1 0/01
16900 CONTROLS ...............................................................................................................................0 III 0/0 1
16920 ENERGY MANAGEMENT SYSTEM ............................................................................................ 0 III 0/0 1
II
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
INSTRUCTIONS TO BIDDERS
Issued Final ~OOl
INSTRUCTIONS TO BIDDERS
PROPOSALS
I. The Owner, through its General Contractor, will take separate Bids on the various types of
subcontract work.
2. All bids must be signed:
A. With the full name and address of the Bidder if an individual.
B. With the co-partnership name and address ofthe firm and with the name and address of
each partner in the firm if it is a co-partnership.
C. With the corporate name and address of the firm and with the signature of a responsible
officer of the corporation with the corporation seal attached to such signature if it is a
corporation.
3. The Owner through its General Contractor will select a Subcontractor for a specific type of
subcontract work and this Subcontractor will be required to enter into a purchase agreement with
the General Contractor.
4. Should there be any variation from specifications, the Subcontractor will qualify the
Subcontractor's proposal by so stating with a thorough description of qualification which mayor
may not be accepted by the Owner who retains the right to accept or reject any proposal.
5. Bidders Proposal will contain a statement outlining the start date and the projected completion
date.
ACCEPTANCE OF PROPOSALS
I. No bids may be withdrawn for a period of thirty (30) days following the date and time
established for the receipt of bids.
2. The Owner reserves the right to reject any or all bids or to accept that bid or combination of bids
which, in the Owner'sjudgment, best serves the Owner's interest. The Owner reserves the right
to waive any informalities in bidding.
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Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
INSTRUCTIONS TO BIDDERS
ADDENDA AND INTERPRETATIONS
1. During this bidding period, no interpretations of drawings, specifications or other contract
documents will be issued orally. Should questions arise, they must be put in writing and
addressed to the Architect/Engineer. The Architect/Engineer will answer all such questions and
make the necessary interpretations by issuing addenda to the plans or specifications. These
addenda will be issued to all bidders. No addendum will be issued in answer to questions
received less than five (5) days (Saturdays, Sundays, and legal holidays excepted) before the due
date for bids. All addenda issued by the Owner during the bidding period will become part of
the purchase agreement.
BIDDER'S FAMILIARITY WITH WORK
1. Before submitting a proposal, each Bidder will examine the drawings, specifications and other
documents carefully, inspect the site of the project, become acquainted with all laws, ordinances,
and regulations affecting the performance of the work, called for, and otherwise become familiar
with all factors which may relate to the work to be done. It will be assumed that by submitting a
proposal, the Subcontractor has taken into account all the factors which will affect the
performance ofthis Contract, and therefore the Owner will entertain no request for concessions
to the Subcontractor on the basis of any claim of misunderstanding, lack of information as to
conditions to be encountered, or adverse effect of laws and regulations on this work.
STORAGE AND LOCATION OF MATERIALS
I. Ground level for storage of materials, placement of rubbish container, work staging area, will
only be permitted as is absolutely required for the proper performance of the work. Any such
storage, equipment or materials will utilize only the minimum space for such storage and in no
way will block entrances, or impede vehicular or pedestrian traffic. All barricades and signs
required to redirect traffic flow will be furnished by this Subcontractor and will be removed
when no longer needed. The location and required amount of space of said staging area,
protection of the building facade, and materials location will be directed upon by the General
Contractor before any work commences.
ACCESS TO WORK
I. Authorized representatives ofthe Owners, Architect/Engineer, and the General Contractor will at
all times have access to the work.
END OF SECTION
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Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
GENERAL CONDITIONS
Issued Final
JAN 10 2001
GENERAL CONDITIONS - INDEX
SECTION PAGE
DEFINITIONS ................................................................................................................................................ ...... 2
EXECUTION, CORRELATION, AND INTENT OF DOCUMENTS ................................................................ 2-3
SHOP DRAWINGS .............................................................................................................................................. 3
OWNERSHIP OF DRAWINGS AND SPECIFICATIONS................................................................................. 3
SAMPLES ....................................................... ................................................................................................... ... 3
MATERIALS, APPLIANCES, AND EMPLOYEES ............................ ............................................................... 3-4
ROYALTIES AND PA TENTS.............................................................................................................................4
PERMITS AND REGULA TIONS........................................................................................................................ 4
PROTECTION OF WORK AND PROPERTY .................................................................................................... 4-5
INSURANCE ......................................... ............... ..... ................................................................ ..... ....... ............... 5-6
SUBCONTRACTOR'S SUPERINTENDENCE AND SUPERVISION .............................................................. 6
COMPLIANCE WITH ST A TUTES.....................................................................................................................7
INDEMNIFICATION ..................... ...... ... ......... ........ ..................................................................... ....................... 7
PROTECTION ......................................................................................................................................................7
REMOVAL AND PROTECTION OF EXISTING UTILITIES........................................................................... 7
INSPECTION OF WORK ...................... ... ... ......... ....................................................................... ..... ...... ............. 7
CHANGES IN THE WORK .................................................................................................................................8
SPECIAL WORK NOT INCLUDED ...................................................................................................................8
START AND COMPLETION OF WORK - ALLOWABLE TIME.................................................................... 8-9
DELAYS AND EXTENSIONS OF TIME ...........................................................................................................9
CORRECTION OF WORK BEFORE FINAL PAYMENT ................................................................................. 9
CORRECTION OF WORK AFTER FINAL PAYMENT....................................................................................10
THE OWNER'S RIGHT TO DO WORK .............................................................................................................10
THE OWNER'S RIGHT TO TERMINA TE CONTRACT................................................................................... 10
RELATIONS OF GENERAL CONTRACTOR AND SUBCONTRACTOR...................................................... 10-11
ARCHITECT'S/ENGINEER'S STATUS; ARCHlTECT'S/ENGINEER'S SUPERVISION ...............................11-12
QUESTIONS AND DISAGREEMENTS ............................................................................................................. 12
TITLE OF WORK................................................................................................................................................. 12
USE OF PREMISES ..... ......................... ... ....... ........... ...... ............ ..................... ............................. ... ...... .... ......... 12
CUTTING, PATCHlNG, AND REPAIRING ......................................................................................................13
CLEANING AND REFITTING ........................................................................................................................... 13
EQUIVALENT MA TERIALS.............................................................................................................................. 13
TEMPORARY FACILITIES ................. ... .......... ..... ............... ............................................................ ............. ..... 13-14
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Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
GENERAL CONDITIONS
GENERAL CONDITIONS
DEFINITIONS
I. The term "Owner" as employed herein means Simon Property Group.
2. The term "Architect/Engineer" as employed herein means EJD & A Company.
3. The term "General Contractor" as employed herein means DPMI.
4. The Contract Documents consist of the Purchase Agreement, the General Conditions, the
drawings and the specifications, including all modifications thereof incorporated in the
documents before their execution. These form the Contract.
5.
The General Contractor and Subcontractor are those mentioned in the Purchase Agreement as
such.
6. The term "Subcontractor" as employed herein includes only those having a direct contract with
the General Contractor, including one who furnishes material worked to a special design
according to the plans and specifications ofthis work.
7. Written notice will be deemed to have been duly served if delivered in person to the individual or
to a member of the firm or to an officer of the corporation for whom it is intended, or if delivered
at or sent by registered mail to the last business address known to who gives the notice.
8. The term "work" of the General Contractor or Subcontractor includes labor or material or both.
9. All time limits stated in the Contract Documents are of the essence of the Contract.
10. The law of the place of building will govern this Contract.
EXECUTION. CORRELATION. AND INTENT OF DOCUMENTS
I. The Contract Documents are complimentary and what is called for or reasonably implied by
either will be as binding as if called for by all. The intention of the documents is to include all
labor, materials, equipment, and transportation necessary for the proper execution of the work. It
is not intended; however, that materials of work not covered by, or properly inferable from any
heading, branch, class, or trade of the specifications, will be supplied unless distinctly so noted
on the drawings. Materials or work described in words which so applied have a well known
technical or trade meaning will be held to refer to such recognized standards.
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Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
GENERAL CONDITIONS
EXECUTION, CORRELATION AND INTENT OF DOCUMENTS (continued)
2. If work is required in a manner to make it impossible to produce first class work, or should
discrepancies appear among Contract Documents, the Subcontractor involved will request an
interpretation before proceeding with the work. If the Subcontractor fails to make such a
request, no excuse will thereafter be entertained for failure to carry out the work in a satisfactory
manner. Should conflict occur in or between drawings and specifications, Subcontractor is
deemed to have estimated on the more expensive way of doing the work unless the
Subcontractor will have asked for and obtained a written decision before submission of proposal
as to which method or materials will be required.
SHOP DRAWINGS
1. This Subcontractor will submit with such promptness as to cause no delay in this work or in that
of any other Subcontractor, sepias of all shop drawings and schedules required for the work of
the various trades and the Architect/Engineer will pass upon them with reasonable promptness,
making desired corrections, including all necessary corrections relating to artistic effect. The
Subcontractor will make any corrections required by the Architect/Engineer and file with the
Architect/Engineer corrected sepias. The Architect/Engineer's approval of such drawings or
schedules will not relieve the Subcontractor from responsibility for deviations from drawings or
specifications, unless the Subcontractor has, in writing, called the Architect/ or Engineer's
attention to such deviations at the time of submission, nor will it relieve the Subcontractor from
responsibility for errors of any sort, in shop drawings or schedules.
OWNERSHIP OF DRAWINGS AND SPECIFICATIONS
I. All drawings, specifications, and copies thereof, furnished by the Owner, are the Owner's
property. They are not to be used on other work and are to be returned at the completion of the
work.
SAMPLES
I. The Subcontractor will furnish for approval, with such promptness as to cause no delay in the
Subcontractor's work or in that of any other Subcontractor, all samples as directed by the
Architect/Engineer. The Architect/Engineer will check and approve such samples, with
reasonable promptness, only for conformance with the design concept of the Project and for
compliance with the information given in the Contract Documents. The work will be in
accordance with approved samples.
MATERIALS, APPLIANCES. AND EMPLOYEES
1. The Subcontractor will provide and pay for all materials, labor, tools, equipment, transportation,
and other facilities to complete the work, except as noted otherwise under "Temporary Facilities"
on Pages 13 and 14 of this Section.
2.
Unless otherwise specified, all materials will be new and both work and materials will be of
good quality. The Subcontractor will, if required, furnish satisfactory evidence as to the kind
and quality of materials.
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Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
GENERAL CONDITIONS
MATERIALS, APPLIANCES, AND EMPLOYEES (continued)
3. The Subcontractor will at all times enforce strict discipline and good order among the persons in
the Subcontractor's employ and will not employ on the work, any unfit person or anyone not
skilled in the work assigned.
ROYALTIES AND PATENTS
I. The Subcontractor will pay all royalties and license fees. The Subcontractor will defend all suits
or claims for infringement of any patent rights and will save the Owner harmless from loss on
account thereof, except that the Owner will be responsible for all such loss when a particular
process or the product of a particular manufacturer or manufacturers is specified by Owner. But,
if the Subcontractor has information that the process or article specified is an infringement of a
patent, the Subcontractor will be responsible for such loss unless the Subcontractor promptly
gives such information to the Architect/Engineer or Owner.
PERMITS AND REGULATIONS
I. Permits and licenses necessary for the prosecution of the work will be secured and paid for by
the Subcontractor. Easements for permanent structures or permanent changes in existing
facilities will be secured and paid for by the Owner, unless otherwise specified. The
Subcontractor will give all notices and comply with all laws, ordinances, rules, and regulations
bearing on the conduct of the work as drawn and specified. If the Subcontractor observes that
the drawings and specifications are at variance therewith, the Subcontractor will promptly notify
the Architect/Engineer in writing and any necessary changes will be adjusted as provided in the
Contract for changes in the work. If the Subcontractor performs any work knowing it to be
contrary to such laws, ordinances, rules, and regulations and without such notice to the
Architect/Engineer, the Subcontractor will bear all costs arising therefrom. Wherever the law of
the place of building requires a sales, consumer, use, or other similar tax, the Subcontractor will
pay such tax.
2. The Subcontractor will comply with all Federal, State and local laws, orders, rules, and
regulations including, without limitation, all Executive Orders and rules and regulations ofthe
U.S. Secretary of Labor.
PROTECTION OF WORK AND PROPERTY
I. The Subcontractor will continuously maintain adequate protection of all this work from damage
and will protect the Owner's and General Contractor's property from injury or loss arising in
connection with the Contract. The Subcontractor will make good any such damage, injury or
loss, except such as may be directly due to errors in the Contract Documents or caused by agents
or employees of the Owner or General Contractor, or due to causes beyond the Subcontractor's
control and not to the Subcontractor's fault for negligence. The Subcontractor will adequately
protect adjacent property as provided by law and the Contract Documents.
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Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
GENERAL CONDITIONS
PROTECTION OF WORK AND PROPERTY (continued)
2. The Subcontractor will take all necessary precautions for the safety of employees on the work,
and will comply with all applicable provisions of Federal, State, and Municipal safety laws and
building codes to prevent accidents or injury to persons on, about, or adjacent to the premises
where the work is being performed. The Subcontractor will erect and properly maintain at all
times, as required by the conditions and progress of the work, all necessary safeguards for the
protection of workers and the public and will post danger signs warning against the hazards
created by such features of construction as protruding nails, hoists, well holes, elevator
hatchways, scaffolding, window openings, stairways, and falling materials. The Subcontractor
will designate a responsible member of the Subcontractor's organization on the work, whose
duty will be the prevention of accidents. The name and position of any person so designated will
be reported to the Architect/Engineer and the General Contractor by the Subcontractor.
3. In an emergency affecting the safety of life or of the work or of adjoining property, the
Subcontractor, without special instruction or authorization from the Architect/Engineer, General
Contractor, or Owner, is hereby permitted to act, at the Subcontractor's discretion, to prevent
such threatened loss or injury. The Subcontractor will so act, without appeal, if so authorized or
instructed. Any compensation, claimed by the Subcontractor on account of emergency work,
will be determined by agreement of the parties.
INSURANCE
The Subcontractor will obtain, pay for, and keep in force at all times during the performance of work
under the Subcontract the following insurance coverages placed with insurance companies having an
A.M. Best rating of "A" or better:
I. Worker's Compensation insurance as required by the laws of the State in which work is being
perform.
2. Employer's Liability insurance in the Subcontractor's name with limits of liability of not less
than $1,000,000 per accident.
3. Comprehensive General Liability Insurance, including the Broad Form Comprehensive Liability
Endorsement, with a combined single limit of not less than $1,000,000 per occurrence, or
Commercial General Liability Insurance (including Personal and Advertising injury, Blanket
Contractual and Fire Legal Liability coverages), with limits not less than $1,000,000 per
occurrence and $2,000,000 aggregate including, in both instances, Products/Completed
Operations Coverages with a limit of not less than $1,000,000 per occurrence and $2,000,000
aggregate.
4. Automobile Liability Insurance, including hired and non-owned coverage written in the
Subcontractor's name with a single limit of not less than $1,000,000 per occurrence.
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Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
GENERAL CONDITIONS
INSURANCE (continued)
5. Umbrella Insurance as excess coverages over Employers Liability insurance, Comprehensive
General Liability insurance, or Commercial General Liability insurance, and Automobile
Liability insurance as stated above, in the amount required by the DPMI, but in any case, not less
than $1,000,000 per occurrence and in the aggregate.
6. Any other municipal, State or Federal Insurance required by law.
7. If Contract involves any professional services including, but not limited to, architectural,
engineering or testing services, then Professional Liability insurance with a limit of not less than
$2,000,000 is required.
8. Such insurance coverages as required by sections A through G above will not be canceled or
amended except upon thirty (30) days written notice to the General Contractor.
9. The Owner and any other entities designated will be named as additional insureds under the
insurance coverages outlined in sections C through G above.
10. Insurance Certificates for the above insurance coverage requirements will be sent to the General
Contractor; Attn: Purchasing Department, promptly after award of contract. Work will not be
performed under this Agreement unless the insurance coverage required will be in full force and
in effect. If coverages expire during the term of this Agreement, new Certificates of Insurance
will be required thirty (30) days prior to the expiration date. All policies will contain a waiver of
subrogation for the benefit of the General Contractor and Owner.
SUBCONTRACTOR'S SUPERINTENDENCE AND SUPERVISION
I. The Subcontractor will keep on this work, during its progress, a competent superintendent and
any necessary assistants, all satisfactory to the Architect/Engineer. The superintendent will not
be changed except with the consent of the Architect/Engineer, unless the superintendent proves
to be unsatisfactory to the Subcontractor and ceases to be in the Subcontractor's employ. The
superintendent will represent the Subcontractor in the Subcontractor's absence and all directions
given will be as binding as if given to the Subcontractor. Important directions will be confirmed
in writing to the Subcontractor. Other directions will be so confirmed on written request in each
case. The Architect, Engineer or General Contractor will not be responsible for the acts or
omissions of the superintendent or the superintendent's assistants.
2. The Subcontractor will give efficient supervision to the work, using the best skill and attention.
The Subcontractor will carefully study and compare all drawings, specifications, and other
instructions and will at once report to the Architect, Engineer and General Contractor any error,
inconsistency, or omission which the Subcontractor may discover, but the Subcontractor will not
be liable to the Owner for any damage resulting from any errors or deficiencies in the Contract
Documents or other instructions by the Architect/Engineer or the General Contractor.
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Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
GENERAL CONDITIONS
CHANGES IN THE WORK
I. The Owner, without invalidating the Contract, may order extra work or make changes by
altering, adding to, or deducting from the work, with the Contract Sum being adjusted
accordingly. All such work will be executed under the conditions of the original Contract except
that any claim for extension of time caused thereby will be adjusted at the time of ordering such
change.
2. In giving instructions, the Architect/Engineer will have authority to make minor changes in the
work, not involving extra cost, and not inconsistent with the purposes of the building. But
otherwise, except in an emergency endangering life or property, no extra work or change will be
made unless in pursuance of a written order from the Owner signed or countersigned by the
Architect/Engineer, or a written order from the Architect/Engineer stating that the Owner has
authorized the extra work or charge. No claim for an addition to the Contract Sum will be valid
unless so ordered.
3. The value of any extra work or change will be determined in one or more of the following ways:
A. By estimate and acceptance in a lump sum.
B. By unit prices named in the Contract or subsequently agreed upon.
C. By cost and percentage or by cost and a fixed fee.
!fnone of the above methods is agreed upon, the Subcontractor, provided the Subcontractor
receives an order as above, will proceed with the work. In such case, the Subcontractor will keep
and present in such form as the Architect/Engineer may direct, a correct account of the cost,
together with vouchers. In any case, the Architect/Engineer will certifY to the amount, including
reasonable allowance for overhead and profit, due to the Subcontractor. Pending final
determination of value, payments of account of changes will be made on the Architect's or
Engineer's certificate.
4. Should conditions encountered below the surface of the ground be at variance with the
conditions indicated by the drawings and specifications, the Contract Sum will be equitably
adjusted upon claim by either party made within a reasonable time after the first observance of
the conditions.
SPECIAL WORK NOT INCLUDED
1. The Owner reserves the right to have special work not included in the Contract done during the
course of the work.
START AND COMPLETION OF WORK - ALLOWABLE TIME
I. The work provided by the Subcontractor under the Contract will commence within five (5) days
after receipt of Owner's notice to proceed, and said work will be completed to the satisfaction of
the Owner within the time limit specified in the Contract. Time is of the essence.
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Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
GENERAL CONDITIONS
COMPLIANCE WITH STATUTES
I. The Subcontractor will meet all requirements specified and now in force by governmental
authorities and accept exclusive liability of the payment of all taxes, including payments or taxes
required by unemployment, insurance, or social security laws or other forms of so-called security
legislation.
INDEMNIFICATION
1. The Subcontractor, for and in consideration of one hundred dollars ($100.00), agrees to
indemnify the General Contractor, its officers, agents, and employees, from liability for damages
to persons or property caused in whole or in part by any act, omission, or default of the
Subcontractor, its officers, agents, and employees arising from its performance of the Contract
and without regard to the negligence, if any, of the General Contractor, its officers, agents, and
employees. Specific consideration for this Indemnification is incorporated in the total contract
amount (Florida Statute 725.07).
PROTECTION
I. All materials in or designed for the work will be at all times suitably housed and protected.
Particular care will be taken of all finished parts of the work and the building.
REMOVAL AND PROTECTION OF EXISTING UTILITIES
I. Notify the general contractor, Architect/Engineer before proceeding with this branch of work, of
any conduits, wires, pipes, or other equipment that are not needed or shown on the drawings or
that interfere in any manner with the execution of the work under contract.
INSPECTION OF WORK
I. The Owner and the Owner's representative, General Contractor, Architect/Engineer will at all
times have access to the work whenever it is in preparation or progress and the Subcontractor
will provide proper facilities for such access and for inspections.
2. If the specifications, the Owner's instructions, laws, ordinances, or any public authority require
any work to be specially tested or approved, the Subcontractor will give the Owner timely notice
of its readiness for inspection. Ifthe inspection is by authority other than the Owner, the Owner
will be notified ofthe date fixed for such inspection. Inspections by the Owner will be promptly
made and where practicable, at the source of supply. If any work should be covered up without
the approval or consent of the Owner, it must, if required by the Owner, be uncovered for
examination of the Subcontractor's expense.
3. Reexamination of questioned work may be ordered by the Owner and if so ordered, the work
must be uncovered by the subcontractor. If such work is found to be in accordance with the
Contract Documents, the Owner will pay the cost of reexamination and replacement. If such
work is found to be not in accordance with the Contract Document, the Subcontractor will pay
for such cost, unless the Subcontractor will show that the defect to the work was caused by
another Subcontractor.
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Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
GENERAL CONDITIONS
START AND COMPLETION OF WORK - ALLOWABLE TIME (continued)
2. The work will be carried on as required by the Owner, promptly and efficiently, and without
delaying other branches of the work. If necessary, certain parts of the work will be prosecuted in
preference to others. Damages arising from the nonfulfillment of work within the time specified
under the Contract, will be deducted from the Contract Price, and will be liquidated damages,
and not in the nature of a penalty.
DELAYS AND EXTENSIONS OF TIME
I. If the Subcontractor is delayed at any time in the progress of the work by any neglect or act of
the Owner or General Contractor or any employee of either, or by any separate Subcontractor
employed by the General Contractor, or by changes ordered in the work or by strikes, lockouts,
fire, unusual delay in transportation, unavoidable casualties, or any causes beyond the General
Contractor's control, or by delay authorized by the Owner, or by any cause which the Owner will
decide to justify the delay, then the time for completion will be extended for such reasonable
time as the Owner may decide.
2. No such extensions will be made for a delay occurring more than seven (7) days before a claim is
made in writing to the Owner. In the case of a continuing cause of delay, only one claim is
necessary.
3. If no schedule or agreement stating the dates upon which drawings will be furnished is made,
then no claim for delay will be allowed on account of failure to furnish drawings until two (2)
weeks after demand for such drawings and not then unless such claim is reasonable.
4. This article does not include the recovery of damages for delay by either party under the
provisions in the Contract Documents.
CORRECTION OF WORK BEFORE FINAL PAYMENT
1. The Subcontractor will promptly remove from the premises all materials condemned by the
Owner or General Contractor as failing to conform to the Contract, whether incorporated in the
work or not and the Subcontractor will promptly replace and reexecute this work in accordance
with the Contract without expense to the Owner or General Contractor and will bear the expense
of making good all work of other Subcontractors destroyed or damaged by such removal or
replacement.
2. Ifthe Subcontractor does not remove such condemned work and materials within a reasonable
time, fixed by written notice, the Owner or General Contractor may remove them and may store
the material at the expense ofthe Subcontractor. If the Subcontractor does not pay the expenses
of such removal within ten (10) days time thereafter, the Owner or General Contractor may upon
ten (10) days written notice sell such materials at auction or at a private sale and will account for
the net proceeds thereof, after deducting all costs and expenses that should have been borne by
the Subcontractor.
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Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
GENERAL CONDITIONS
CORRECTION OF WORK AFTER FINAL PAYMENT
1. Neither the final certificate nor payment nor any provisions in the Contract Documents will
relieve the Subcontractor of responsibility for faulty materials or work. Unless otherwise
specified, the Subcontractor will remedy any defects due thereto and pay for any damage to other
work resulting therefrom, which will appear within a period of one (1) year from the date of
substantial completion. The Owner will give notice of observed defects with reasonable
promptness.
THE OWNER'S RIGHT TO DO WORK
I. Ifthe Subcontractor should neglect to prosecute the work properly or fail to perform any
provision of this Contract, the Owner, after three (3) days written notice to the Subcontractor,
and without prejudice to any other remedy the Subcontractor may have, make good such
deficiencies and may deduct the cost thereof from the payment then or hereafter due the
Subcontractor.
THE OWNER'S RIGHT TO TERMINATE CONTRACT
1. If the work should be stopped under order of any court or other public authority for a period of
three (3) months or longer due to no act or fault of the Subcontractors or General Contractor
and/or if the building or buildings are destroyed by fire, the Owner may upon three (3) days
written notice terminate this Contract upon payment for all work performed under this Contract
and a mutually agreeable profit thereof.
2. Should the Subcontractor at any time refuse or neglect to supply a sufficiency of properly skilled
workers or of materials of the proper quality or fail in any respect to prosecute the work with
promptness and diligence or fail in the performance of any of the Agreements herein contained,
the Owner will be at liberty, after 48 hours notice to the Subcontractor to provide any such labor
or materials and to deduct the cost caused thereby from any money due or to become due
thereafter to the Subcontractor under this Contract. The Owner will also be at liberty to
terminate the employment of the Subcontractor for the said work and to enter upon the premises
and take possession for the purpose of completing the work included under this Contract of all
materials, tools, and appliances thereon and to employ any other person or persons to finish the
work and to provide the materials therefore. In case of such discontinuance of the employment
ofthe Subcontractor, the Subcontractor will not be entitled to receive any further payment under
this Contract until final completion of the building, on which date the Subcontractor will receive
whatever balance may remain after deducting from the Subcontractor's profit and cost
performance to the date of discontinuance, all costs incurred through the default of the
Subcontractor as aforesaid.
RELATIONS OF GENERAL CONTRACTOR AND SUBCONTRACTOR
I. The General Contractor agrees to bind every Subcontractor and every Subcontractor agrees to be
bound by the terms of the Purchase Agreement, the General Conditions, the drawings, and
specifications as far as applicable to this work, including the following provisions of this article,
unless specifically noted to the contrary in a subcontract approved in writing as adequate by the
Owner, Architect/Engineer. This also applies to minor subcontracts.
10
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
GENERAL CONDITIONS
RELATIONS OF GENERAL CONTRACTOR AND SUBCONTRACTOR (continued)
2. The Subcontractor agrees:
A. To be bound to the General Contractor by the terms of the Purchase Agreements,
General Conditions, drawings and specifications and to assume all the obligations and
responsibilities that the Subcontractor by those documents assumes toward the Owner.
B. To make all claims for extras for extensions oftime for delays or otherwise to the
General Contractor in the manner provided in the General Conditions.
C. The Subcontractor agrees that all the bids and the Subcontractor's subcontractor bids
will contain the provision that the first twenty-five dollars ($25.00) (the sufficiency of
which is hereby acknowledged by the Subcontractor), of each said bid will be in specific
consideration for the indemnification of the General Contractor by the said
Subcontractor and the Subcontractor's subcontractors as set forth in Article IX of the
Purchase Agreement.
3. The General Contractor agrees:
A. To be bound to the Subcontractor by the Purchase Agreement, General Conditions,
drawings, and specifications and by all the provisions thereof affording remedies and
redress to the Subcontractor from the General Contractor.
B. To make no demand for liquidated damages or penalty for delay in any sum in excess of
such amount as may be specifically named in the Purchase Agreement.
ARCHITECT'SIENGINEER'S STATUS; ARCHITECT'S/ENGINEER'S SUPERVISION
I. The Architect/Engineer will be the Owner's representative during the construction period. The
Architect/Engineer will make periodic visits to the site to familiarize themselves generally with
the progress and quality in accordance with the Contract Documents. They will not be required
to make exhaustive or continuous on-site inspections to check the quality or quantity ofthe
work, and they will not be responsible for the Subcontractor's failure to carry out the
construction work in accordance with the Contract Documents. During such visits and on the
basis of their observations while at the site, they will keep the Owner informed of the progress of
the work, will endeavor to guard the Owner against defects and deficiencies in the work of
Subcontractors, and they may condemn work as failing to conform to the Contract Documents.
They will have authority to act on behalf of the Contract Documents or otherwise in writing,
which will be shown to the Subcontractor. They will have authority to stop the work whenever
such stoppage may be necessary in their reasonable opinion to insure the proper execution of the
Contract.
2. The Architect/Engineer will be, in the first instance, the interpreter of the Conditions of the
Contract and the judge of its performance. They will side neither with the Owner nor with the
Subcontractor, but will use their powers under the Contract to enforce its faithful performance by
both.
11
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
GENERAL CONDITIONS
ARCHITECT'SIENGINEER'S STA TUS; ARCHITECT'SIENGINEER'S SUPER VISION (continued)
3. In case of the termination of the employment of the Architect/Engineer, the Owner will appoint a
capable and reputable Architect/Engineer against whom the Subcontractor makes no reasonable
objection, whose status under the Contract will be that of the former Architect/Engineer.
4. The Architect/Engineer will, within a reasonable time, make decisions on all claims of the
Owner, the General Contractor or the Subcontractor and on all other matters relating to the
execution and progress ofthe work or the interpretation of the Contract Documents.
5. The Architect/Engineer's decision, in matters relating to artistic effect, will be final, if within the
terms of the Contract Documents.
6. Except as above otherwise expressly provided in the Contract Documents, all the
Architect's/Engineer's decisions are subject to review by the Owner.
7. If however, the Architect/Engineer fails to render a decision within ten (10) days after the parties
have presented their evidence, either party may then take any legal action that is appropriate
under the circumstances. If the Architect/Engineer renders a decision after legal proceedings
have been initiated, such decision may be entered as evidence but will not disturb or interrupt
such proceedings except where such decision is acceptable to the parties concerned.
QUESTIONS AND DISAGREEMENTS
I. All questions relating to the interpretation of the drawings and specifications or the kind and
quality of work and materials required thereby, will be referred to the Architect/Engineer, person
or company whose name appears on the drawings and is responsible for the preparation of them.
This decision will be final.
TITLE OF WORK
1. The title of all work completed and in course of construction and to all materials on account for
which any payment has been made, will be in the name of the Owner.
USE OF PREMISES
1. The Subcontractor will confine the Subcontractor's apparatus, the storage of materials, and the
operations of the Subcontractor's workers to limits indicated by law, ordinances, permits or
directions of the Architect/Engineer and the General Contractor and will not unreasonably
encumber the premises with the Subcontractor's materials.
2. The Subcontractor will not load or permit any part of the structure to be loaded with a weight
that will endanger its safety.
12
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
GENERAL CONDITIONS
CUTTING, PATCHING, AND REPAIRING
I. The General Contractor through various Subcontractors and the various trades under the General
Contractor's jurisdiction will provide all necessary openings in walls, floors, ceiling, roofs,
partitions, etc., for the installation of work of any particular trade and all cutting, patching, and
repairing will be done by the particular trade affected.
2. Every Subcontractor of trade, requiring such work will be responsible for correct sizes and
locations. The General Contractor will coordinate the work ofthe trades affected, and by their
requirements given them, all the information and supervision they may require.
3. Any Subcontractor will not endanger any work by cutting, digging, or otherwise, and will not cut
or alter the work of any other Subcontractor without consent of the Owner and General
Contractor.
4. The General Contractor will see that all trades affected carry out the above requirements at no
additional cost above the Contract Price.
CLEANING AND REFITTING
1. The Subcontractor will at all times keep the premises free from such accumulations of waste
materials and rubbish caused by the Subcontractor's employees or this work. At the completion
of the work, the Subcontractor will remove all the Subcontractor's rubbish from and about the
building and all tools, scaffolding, and surplus materials. The Subcontractor will remove all
paint spots from floors and walls an~ refit windows and doors where required. All windows
must be cleaned and such minor repairs and alterations made. as necessary to make the building
ready for occupancy.
2. In case of disputes, the Owner or General Contractor may remove the waste material and rubbish
and charge the cost to the several Subcontractors as the Owner or General Contractor will
determine to be just.
EQUIVALENT MATERIALS
I. Where the term "or equal" or "approved equal" or similar expressions are used, the Owner and/or
the Owner's representatives will be the sole judge of the quality and suitability of the proposed
substitutions and the term will in no way be constructed as giving the Subcontractor the option of
using another material without written permission of the Owner.
TEMPORARY FACILITIES
I. The responsibilities for temporary facilities are to be as mutually agreed between the General
Contractor and the Subcontractor. The use and maintenance of temporary facilities will be as
directed by the General Contractor.
13
r
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
GENERAL CONDITIONS
TEMPORARY FACILITIES (continued)
2.
The General Contractor will provide temporary water facilities for the use of all Contractors and
Subcontractors on the building and pay for all water consumed through temporary services.
These facilities will consist of a service line, meter, and necessary fittings to bring the water to
convenient terminal points. The tenant will pay the cost of water taken through permanent
services and permanent meters when fully acceptably installed. The various Subcontractors will
bear the expense of any piping, fittings, and hose required to extend the water supply beyond the
terminal points above noted, to accommodate their individual requirements.
3.
The Electrical Subcontractor will provide electric service for the temporary light and power
requirements, required for all trades working under this Contract, including assigned Contracts.
The Electrical Subcontractor will pay all costs, including standby help and standby maintenance,
associated with providing such temporary light and power. Temporary installations will be
removed when permanent service and permanent meters are fully and acceptably installed,
whichever occurs first. The tenant will pay the cost of current taken through permanent meters.
Any temporary electrical wiring, in addition to that provided by the Electrical Contract,
necessary to accommodate their individual requirements, will be provided by the trades requiring
such additional wiring.
4. The General Contractor will provide adequate sanitary facilities for the use of all persons
connected with the building and will maintain these in a sanitary condition until no longer
required, at which time the General Contractor will remove all temporary facilities and clean up
the premises.
5. When the plumbing system has been installed to a stage where it can be used to provide sanitary
facilities, the General Contractor will work out an agreement with the plumbing Contractor to
have the latter furnish and install water closets for temporary use. Fixtures used will not be those
to be used in the permanent system. They will be replaced with the permanent fixtures upon
completion of the work.
6.
The General Contractor will guard against fire by providing an adequate number of 55 gallon
drums of water in the area of new construction, and the water drums will remain until the
extended sprinkler system is operative and approved. Provide two (2) l2-quart round bottom fire
pails at each drum.
7. Operations that require welding and oxyacetylene torch cutting will be attended by an assistant
or watch person furnished by the trade performing the welding for the purpose of detecting and
extinguishing ignition to surrounding materials.
END OF SECTION
14
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 02221
DEMOLITION
Issued Final
JAN 1 ;) JJOl
t
SECTION 02221
DEMOLITION
PART 1 - GENERAL
1.01 SUMMARY
A. Section Includes:
I. Removal of existing buildings, objects, or improvements as indicated on
drawings.
2.
Securement and payment of permits, fees, and licenses by the contractor,
including disposal charges as required to ensure progress of work.
3. Compliance with requirements of governing authorities in demolition of existing
pavement, curbs and gutters, drainage structures, and utilities as required.
4. Removal and disposal off-site of the following:
a. Building structures as indicated on drawings or required by
specifications.
b. Building foundations and supporting walls to uniform depth of 12 inches
below lowest foundation elevation.
c. All materials, debris, and equipment associated with demolition
operations.
d. Asbestos or other hazardous materials as governed by local, state, and
national (EP A) codes, procedures, and restrictions.
1.02 QUALITY ASSURANCE
A. Subcontractor Qualifications:
I. Demolition company specializing in performing work of this section with
minimum five (5) years experience.
2. Local and state authorities of this area will govern this subcontractor in order to
perform this work.
3. This subcontractor will maintain the safety among persons in the subcontractor's
employ in accordance with the standards set by the OCCUPATIONAL SAFETY
AND HEALTH ACT OF 1970.
02221 - 1
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 02221
DEMOLITION
PART 1 - GENERAL (continued)
1.03 JOB CONDITIONS
A. Discontinue use and vacate structures prior to start of work.
B. Owner assumes no responsibility for condition of structures.
C. Owner will maintain conditions existing at time of inspection for bidding purposes as
practicable. Variations within structure may occur by owner's removal and salvage
operations prior to start of demolition work.
D. Contractor may remove items of salvageable value from structure as work progresses.
Contractor must transport salvageable items from site at time of removal. Contractor
may not sell or store removed items on-site.
E. Do not use or bring explosives to site without written consent of authorities having
jurisdiction. Such written consent will not relieve contractor oftota! responsibility for
injury to persons or for damage to property due to blasting operations. Comply with
governing regulations for all blasting operations.
1.04 PROTECTION
A. Summary:
I. Ensure safe passage of persons around all areas of demolition.
2. Conduct operations to prevent damage to adjacent buildings, structures, other
facilities, or injury to persons.
3. Provide interior and exterior shoring, bracing, or support to prevent movement,
settlement, or collapse of structures and of adjacent facilities to remain.
4. Promptly repair damages caused to adjacent facilities by demolition operations
at no cost to owner.
5. Maintain existing utilities indicated to remain. Keep in service and protect
against damage during demolition operations.
6. Prevent interruption of existing utilities servicing occupied or used facilities,
except when authorized in writing by authorities having jurisdiction.
7. Provide temporary services during interruptions to existing utilities as acceptable
to governing authorities.
02221 - 2
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 02221
DEMOLiTION
PART 1 - GENERAL (con/inued)
8. Make arrangements, before initiating demolition, for relocating, disconnection,
rerouting, abandoning, or similar action as required for mechanical systems, i.e.
sprinkler HV AC, plumbing, electrical utilities, and other underground piping, to
permit work to proceed without delay. Make arrangements in accordance with
regulations of authorities of utilities concerned, including but not restricting any
other services not mentioned, such as overhead and underground power and
telephone lines and equipment, gas piping, storm sewers, sanitary sewers, or
water piping. Contractor may not use water when it may create hazardous or
objectionable conditions, such as ice, flooding, and/or pollution.
9. Provide dust-proof barriers and use water sprinkling and other suitable methods
to limit dust and dirt rising and scattering in air to lowest practical level.
10.
Comply with governing regulations pertaining to environmental protection.
I I. Clean adjacent structures and improvements of dust, dirt, and debris caused by
demolition operations. Return adjacent areas to condition existing prior to start
of work.
1.05 MISCELLANEOUS
A. Sequencing:
1. Perform all work during normal business hours or as established by job site
Project Manager.
B. Closeout Submittals:
I.
Accurately record actual locations of all capped utilities and subsurface
obstructions.
PART 3 - EXECUTION
3.01 BUILDING DEMOLITION
A. Demolish buildings completely and remove from site using methods as required to
complete work within limitations of governing regulations. Subcontractor may remove
small structures intact when acceptable to owner and authorities having jurisdiction.
B. Proceed with demolition in systematic manner, from top of structure to ground and
complete demolition work above each floor or tier before disturbing supporting members
on lower levels.
C. Locate demolition equipment and remove materials to prevent excessive loading to
supporting walls, floors, or fram ing.
02221 - 3
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 02221
DEMOLITION
PART 3 - EXECUTION (continued)
D. Remove structural framing members if indicated and lower to ground by hoists, derricks,
or other suitable methods.
E. Demolish concrete and masonry in small sections. Break up and remove concrete slabs-
on-grade unless otherwise shown to remain.
F. Demolish and remove below grade construction and concrete slabs on grade to a
minimum depth of two (2) feet below proposed subgrade.
G. Prevent movement or settlement of adjacent structures. Provide all necessary bracing
and shoring.
H. Protect all walls, finishes, furnishings, and landscaping not indicated for removal.
I. Patch and repair damage done to any existing material not indicated for removal.
3.02 FILLING BASEMENTS, PITS, AND VOIDS
A. Completely fill below grade areas and voids resulting from demolition or removal of
structures (underground fuel storage tanks, wells, cisterns, etc.) using approved select fill
materials consisting of stone, gravel, and sand free from debris, trash, frozen materials,
roots, and other organic matter.
B. Ensure areas to be filled are free of standing water, frost, frozen material, trash, and
debris prior to fill placement.
C. Place fill materials in horizontal layers not exceeding six (6) inches in loose depth and
compact each layer at optimum moisture content offill material to density equal to
original adjacent ground, unless subsequent excavation for new work is required,
D. Grade surface to match adjacent grades and to provide flow to surface drainage
structures after fill placement and compaction.
3.03 DISPOSAL OF DEMOLISHED MATERIALS
A. Remove from site, debris, rubbish, and other materials resulting from demolition
operations.
B. Do not burn any material, debris, or trash on-site or off-site, except when allowed by the
appropriate governing authority. If allowed as stated above, perform burning in manner
prescribed by governing authority. Attend burning materials until fires burn out or are
extinguished.
C. Transport materials removed from demolished structures and dispose off-site to areas
approved for disposal by governing authorities and appropriate property owners.
END OF SECTION
02221 - 4
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 02281
TERMITE CONTROL
Issued Final
. JAffnLTI01
SECTION 02281
TERMITE CONTROL
PART I - GENERAL
1.01 DESCRIPTION
A. Scope: Furnish all materials, equipment, labor, transportation and all other items
necessary to complete the soil treatment hereinafter described.
B. Related Work Specified Elsewhere:
1. Section 02522: Walks.
2. Section 03310: Structural Concrete.
1.02 QUALITY ASSURANCE
Requirements of Regulatory Agencies
A. This Subcontractor shall be strictly governed by local and state authorities of this area in
order to perform this work.
B. During this work, this Subcontractor shall be responsible for maintaining safety among
persons in the Subcontractor's employ in accordance with the standards set by the
OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970.
1.03 GUARANTEE
A. Upon completion of the soil treatment and as a condition for its final acceptance, the
Subcontractor shall furnish to the Architect/Engineer a written guarantee providing that
the chemical having at least the required concentration and the rate and method of
application complies in every respect with the standards contained herein, and that he
guarantees the effectiveness of the soil treatment against termite infestation for a period
of not less than 5 years from date of treatment. Any evidence of reinfestation within the
guarantee period will require retreatment, without cost to the Owner.
B. The guarantee shall be in a form acceptable to, and in favor of the Owner, successor or
assIgns.
02281-1
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 02281
TERMITE CONTROL
PART 2 - PRODUCTS
2.01 MATERIALS
A. Apply to soil areas to be treated, one of the following chemicals of not less than the
designated concentration:
CHEMICAL
EMULSIBLE CONCENTRATE
1.
2.
3.
4.
5.
Dursban T.C.
Tribute
Demon T.C.
Pryfon
Dragnet
Dilute to 1.0%
Dilute to 1.0%
Dilute to 0.25%
Dilute to 0.75%
Dilute to 1.0%
PART 3 - EXECUTION
3.01 PRECAUTIONS AND GENERAL REQUIREMENTS
A. Concrete slabs shall not be placed sooner than 12 hours after soil treatment.
B. The listed chemicals are toxic to animal and plant life. They shall be applied with
caution and only by Florida licensed applicator. Oil solutions shall not be used under
concrete slabs.
C. Treatment shall not be made when the soil or fill is excessively wet or immediately after
heavy rains, to avoid surface flow ofthe toxicant from application site. Unless the
treated areas are to be immediately covered, precautions shall be taken to prevent
disturbance of the treatment by human or animal contact with the treated soil.
3.02 APPLICATION
A. Working solution shall be applied after subgrade has been made ready for placement of
any floor vapor barrier, and as soon as practical prior to placement of any concrete slabs,
gravel floors, and caps on masonry piers. All footings, foundation walls, masonry piers,
and other foundation work (including dampproofing and drainage, if required) shall have
been completed.
B. Application rates shall be as shown below unless superseded by label directions
approved by Environmental Protection Agency.
C. Apply an overall treatment under entire surface of floor slab including entrance
platforms. Apply at rate of 1- 1/2 gallons per 10 square feet.
D. Apply to critical areas, to a depth of I foot, along both sides of foundation walls, along
interior foundation walls and around plumbing at a rate of 4 gallons per 10 lineal feet.
Chemical shall be mixed with soil as it is being placed in the trench.
02281-2
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 02281
TERMITE CONTROL
PART 3 - EXECUTION (continued)
E. Apply to voids of unit masonry foundation walls at or near bottom of foundation at a rate
of 2 gallons per 10 lineal feet.
F. Apply an overall treatment under entire surface of stone paving on undisturbed sand
setting bed. Apply at rate of 1-1/2 gallons per to square feet. Pavers shall not be placed
sooner than 12 hours after sand is treated. Stone paving is specified under Section 02515
- STONE PAVING.
END OF SECTION
02281-3
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 02520
CONCRETE CURBS
Issued Final JAN 31 Z001
SECTION 02520
CONCRETE CURBS
PART 1 - GENERAL
1.01 DESCRIPTION
A. Scope
1. The work required under this section shall include all labor, material, equipment
and services necessary for and incidental to the proper completion of all curbs as
shown on the drawings or herein specified.
2. All work included in this section shall be done in accordance with these project
specifications. Where any work requirement is not specifically covered herein,
that work shall be done in accordance with the ACI Specifications or other
applicable codes or specifications covering that work.
B. Related Work Specified Elsewhere:
1. Section 02522: Walks.
2. Section 03310: Structural Concrete.
1.02 QUALITY ASSURANCE
A. Requirements of Regulatory Agencies:
1. This subcontractor shall be strictly governed by local and state authorities of this
area in order to perform this work.
2. During this work, this subcontractor shall be responsible for maintaining safety
among persons in his employ in accordance with the standards set by the
OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970.
3. Refer to the Soil Report for additional information and recommendations. The
soil report will supplement the specifications hereafter.
1.03 SUBSTITUTIONS
A. The material or products specified and indicated on drawings by trade names,
manufacturer's name, catalog number, or reference standard number shall be provided as
specified. Substitutions will not be permitted, except where written approval is given by
the Architect/Engineer.
02520-1
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 02520
CONCRETE CURBS
PART 1 - GENERAL (con/inued)
1.04 GUARANTEE
A. Furnish a written guarantee stating that all materials are guaranteed against defects for a
period of not less than one (I) year after completion and final acceptance of the work.
Defects due to faulty material developed during the guarantee period shall be
satisfactorily replaced by this subcontractor at his expense.
PART 2 - PRODUCTS
2.01 MATERIALS
A.
The compressive strength (fc') for the concrete shall be 4,000 PSI air-entrained, as
specified in Section 03310 - STRUCTURAL CONCRETE.
~
B. Nonbituminous expansion joint filler shall be 1/2" thick nonextruding cork, sponge
rubber or closed cell plastic foam filler and shall not contain asphalt or tar, conforming
to ASTM 1752, Type II or AASHO M-153 Type II. Use this joint filler in curbs and
curb and gutter joints to be sealed.
C. Joint Sealer: Gray colored two-component polysulfide, "Colma Joint Sealer-SL" as
produced by the Sika Chemical Corporation, Box 297 Lyndhurst, New Jersey; Telephone
(20 I) 933-880 I or "Sonolastic Paving Joint Sealer" as produced by Sonneborn Building
Products; 282 East 16th Street, Chicago Heights, Illinois 60411, telephone (312)
747-8700. Use joint primer recommended by the manufacturer,
PART 3 - EXECUTION
3.01 FINISHING
A. After the concrete is struck off, tamp the entire surface until the required compaction and
reduction of internal and surface voids are secured. Screed the concrete to the crown and
cross section required and to such elevation above grade that when consolidated and
finished, the surface is at the exact elevation indicated on the drawings. Then float the
surface and scrape off excess laitance or water. The concrete surface shall receive a
brooming with a steel or barn broom. When completed, the surface of the concrete shall
be straight and true, and shall conform to the shape and dimensions shown on the plans.
Provide a rubbed finish on all formed surfaces.
3.02 JOINTS
A. EXPANSION JOINTS: Shall be formed by means of the specified filler material-
provide expansion joints where shown on drawings, The top edge of the filler shall be
1/2" below the surface to receive sealing material.
02520-2
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 02520
CONCRETE CURBS
PART 3 - EXECUTION (continued)
B. SEALING JOINTS: Fill all construction and expansion joints with joint sealing material
immediately following the curing period or as soon thereafter as weather conditions
permit. Clean the joints thoroughly and fill the joints to 1/8 inch below the surface
concrete. Remove all excess sealing material from the concrete. Make sure the joints
are dry and the atmospheric temperature is above 50 degrees F. at the time of application
of the joint sealing materials. Apply and seal joints in accordance with manufacturer's
recommendation.
C. CONTROL JOINTS: Form control joints by using powered saw equipped with
shatterproof abrasive or diamond-rimmed blades. Cut joints into hardened concrete (a
minimum of one quarter (1/4) of the slab thickness) as soon as surface will not be torn,
abraided, or otherwise damaged by the cutting action. Conform to pattern layout shown
on drawings.
3.03 PROTECTION OF TREATED SURF ACES
A. Keep concrete surfaces to which curing compounds have been applied, free from all foot
and vehicular traffic and all other sources of abrasion for a minimum period of 72 hours.
3.04 PROTECTION
A. Protect the curbs against all damage prior to final acceptance of the work by the Owner.
Exclude the traffic from the curbs and gutters by erecting and maintaining barricades and
signs until the concrete is at least 14 days old, or for a longer period if so directed by the
Architect/Engineer.
B. If the concrete curbs are completed at any time during the Fall and Winter months, after
at least 28 days apply an oil protective solution. At the time of treatment, make sure the
concrete is clean and dry and the weather fair and warm. Spray on the oil protective
solution. After this has been absorbed, and the surface has a dry appearance, make a
second application using the same oil solution.
3.05 FINAL CLEAN-UP
A. Before Architect/Engineer's final acceptance, this subcontractor shall remove all excess
material and equipment from the site and leave site in clean and orderly appearance.
END OF SECTION
02520-3
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 02522
WALKS
[,sued Final ~Ol
SECTION 02522
WALKS
PART 1 - GENERAL
1.01 SUMMARY
A. Section Includes:
1. All labor, material, equipment, and services necessary for and incidental to the
proper completion of all walks as shown 011' the drawings or specified.
2. Complete the work of this section in accordance with these project
specifications. Complete any work requirement not specifically covered in
accordance with the ACI Specifications or other applicable codes or
specifications covering that work.
B. Related Sections:
1 . Section 02520: Concrete Curbs.
2. Section 03310: Structural Concrete.
1.02 QUALITY ASSURANCE
A. Requirements of Regulatory Agencies:
1. Local and state authorities ofthis area will govern this subcontractor in order to
perform this work.
2. This subcontractor will maintain the safety among persons in the subcontractor's
employ in accordance with the standards set by the OCCUPATIONAL SAFETY
AND HEALTH ACT OF 1970.
1.03 SUBSTITUTIONS
A. Provide the materials or products specified and indicated on drawings by trade names,
manufacturer's name, catalog number, or reference standard number. Obtain written
approval from Architect/Engineer for all substitutions.
1.04 GUARANTEE
A. Furnish a written guarantee stating that all materials are guaranteed against defects for a
period of not less than one (I) year after completion and final acceptance of the work.
Satisfactorily replace defects due to faulty material developed during the guarantee
period at the subcontractor's expense.
02522 - 1
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 02522
WALKS
PART 2 - PRODUCTS
2.01 MATERIALS
A. Concrete Compressive Strength (fc'): 4,000 psi air-entrained as specified in
Section 03310: Structural Concrete.
B. Expansion Joint Filler: Nonbituminous, y, inch thick nonextruding cork, sponge rubber
or closed cell plastic foam filler that does not contain asphalt or tar, conforming to
ASTM 1752, Type II or AASHO M-153 Type II. Use this joint filler in curbs and curb
and gutter joints that require sealing.
C. Joint Sealer: Gray colored two-component polysulfide. Use joint primer recommended
by the manufacturer:
I. Colma Joint Sealer-SL: Sika Chemical Corporation, Box 297
Lyndhurst, New Jersey, telephone (201) 933-8801.
2. Sonolastic Paving Joint Sealer: Sonneborn Building Products,
7711 Computer Avenue, Minneapolis, MN 55435, telephone (612) 835-3434.
PART 3 - EXECUTION
3.01 FINISHING
A. After striking off the concrete, tamp the entire surface until the required compaction and
reduction of internal and surface voids. Screed the concrete to the crown and cross
section required and to such elevation above grade that when consolidated and finished,
the surface is at the exact elevation indicated on the drawings. Then float the surface
and scrape off excess laitance or water. The concrete surface shall receive a brooming
with a steel or barn broom. Make surface of concrete straight and true when completed
and conform to the shape and dimensions shown on the plans. Provide a rubbed finish
on all formed surfaces.
3.02 JOINTS
A. Expansion Joints: Form by using specified filler material. Provide expansion joints
where shown on drawings. Make the top edge of the filler y, inch below the surface to
receive sealing material.
B. Sealing Joints: Fill all construction and expansion joints with joint sealing material
immediately following the curing period or as soon as weather conditions permit. Clean
the joints thoroughly and fill the joints to 1/8 inch below the surface concrete. Remove
all excess sealing material from the concrete. Apply joint sealing materials to dry joints
in atmospheric temperatures above 500 F. Apply and seal joints in accordance with
manufacturer's recommendation.
02522 - 2
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 02522
WALKS
PART 3 - EXECUTION (continued)
C. Control Joints: Form control joints by using powered saw equipped with shatterproof
abrasive or diamond-rimmed blades. Cut joints into hardened concrete a minimum of 1.
of the slab thickness as soon as cutting will not tear, abrade, or otherwise damage the
surface. Conform to pattern layout shown on drawings.
3.03 PROTECTION OF TREATED SURFACES
A. Keep concrete surfaces with curing compounds applied, free from all foot and vehicular
traffic and all other sources of abrasion for a minimum period of 72 hours.
3.04 PROTECTION
A. Protect the sidewalks against all damage prior to final acceptance of the work by the
owner. Exclude the traffic from the curbs and gutters by erecting and maintaining
barricades and signs until the concrete is at least 14 days old, or for a longer period, if
directed by the Architect/Engineer.
B. Apply an oil protective solution after 28 days to any concrete walks completed during
the fall and winter months. At the time of treatment, keep the concrete clean and dry and
apply in fair and warm weather. Spray on the oil protective solution. Make a second
application using the same oil solution after the concrete dries and absorbs the first
application.
3.05 FINAL CLEAN-UP
A. Remove from site all excess material and equipment and leave the site in a clean and
orderly appearance.
END OF SECTION
02522 - 3
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 03310
STRUCTURAL CONCRETE
Issued Final
JAN 312001
SECTION 03310
STRUCTURAL CONCRETE
PART 1 - GENERAL
1.01 DESCRIPTION
A. Scope:
I. All concrete work will conform to the requirements of ACI 301-72 (Revised
1984), Specifications for Structural Concrete for Buildings, except as further
described and modified by these Project Specifications.
2. The work related to this section will include in general:
a. The proportioning, mixing, placing, finishing, curing and testing of
cast-in-place structural concrete for use in footings, pads, piers, truck
docks, floor slabs, stoops, stairs, curbs and gutters, walks, walls,
flagpole bases, light pole bases, and masonry wall fill including all
concrete used for site drainage and waste water collection structures.
b. The design, engineering, construction installation and removal of
formwork for cast-in-place structural concrete.
c. The preparation and approval of shop drawings and the fabrication,
welding and placing of reinforcing steel and accessories for cast-in-place
structural concrete.
d. The installation and accurate positioning of construction joints,
expansion joints, waterstops and other embedded items in cast-in-place
structural concrete.
3. The extent of the work will be as detailed on the project drawings.
B. Related Work Specified Elsewhere:
I. Section 02520: Concrete Curbs.
2. Section 02522: Walks.
3. Section 09760: Floor Treatment.
03310 - 1
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 03310
STRUCTURAL CONCRETE
PART 1 - GENERAL (continued)
1.02 QUALITY ASSURANCE
A. Requirements of Regulatory Agencies:
1. Be strictly governed by local and state authorities of this area in order to perform
this work.
2. Be responsible for maintaining safety among persons in the subcontractor's
employ in accordance with the standards set by the OCCUPATIONAL SAFETY
AND HEALTH ACT OF 1970.
3. Refer to the Soil Report for additional information and recommendations. The
soil report will supplement the specifications hereafter.
1.03 SUBMITTALS
A. Prepare and submit for approval to the Architect/Engineer a copy of all concrete design
mixes designated to be used on this project, with certified proof of strength reports.
(Prior to award of contract, mix designs must be reviewed and accepted.)
1.04 SUBSTITUTIONS
A. The materials or products specified and indicated on drawings by trade names,
manufacturer's name, catalog number, or reference standard number will be provided as
specified. Substitutions will not be permitted, except where written approval is given by
the Architect/Engineer.
1.05 GUARANTEE
A. Furnish a written guarantee stating that all materials are guaranteed against defects for a
period of not less than one (1) year after completion and final acceptance of the work.
Defects due to faulty material developed during the guarantee period will be
satisfactorily replaced at no cost to the owner.
PART 2 - PRODUCTS
2.01 MATERIALS
A. Cement will be Type I, ASTM C 150, unless noted otherwise.
B. The use of all types of admixtures will be subject to approval by the Architect/Engineer.
C. The specified yield strength (fy) of reinforcing bars sizes #2, #3, and #4 will be 40,000
psi. All others will be 60,000 psi.
03310 - 2
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 03310
STRUCTURAL CONCRETE
PART 2 - PRODUCTS (continued)
D. All welded wire fabric will be six (6) inches x six (6) inches WIA x WI A, unless noted
otherwise on the project drawings.
E. Vapor barrier will be a minimum six (6) mils thick polyethylene film. The widest
practical rolls will be used with a 16 foot minimum width.
F. Expansion joints will be v.. inch thick and conform to ASTM 0 1751.
G. Waterstops, where shown on plans, will be six (6) inches long, separated with center
bulb, type #788 as produced by Greenstreak Plastic Products, Box 7139,
St. Louis, Missouri 63177, telephone: (314) 225-9400; or #RB6-38 as produced by
Vinylex Corporation, 2636 Byington-Solway Road, Knoxville, Tennessee 37921,
telephone: (615) 690-0211.
2.02 CONCRETE MIX
A. The specified compressive strength (fc') for each portion of the structure using normal
weight concrete (140 pcf) and a maximum aggregate size of one (1) inch will be
designated below:
1. 3,000 psi for footings; pads; piers; flagpole bases; light pole bases; fill for
masonry retaining walls and parapet walls; and all concrete below grade
including all site drainage and all waste water collection structures. Minimum
cement content will be 520 pounds per cubic yard.
2. 3500 psi for interior slabs on grade and elevated slabs. All floor slabs will be
Class 3. Minimum cement content will be 545 pounds per cubic yard.
3. 4000 psi for curbs, gutters, walks, exterior slabs, and truck ramps. Minimum
cement content will be 564 pounds per cubic yard:
a. A special mix designed for extruded curbs and gutters will be submitted.
B. All concrete will have an air-entrainment of two (2) percent to three (3) percent, except
for concrete exposed to the weather which will have an air-entrainment offour (4)
percent plus or minus one (1) percent.
C. All concrete design mixes will be proportioned to produce a slump range of three (3)
inches to five (5) inches with a maximum water/cement ratio of 0.54.
D. Lightweight concrete used for composite floors will have an fc'=3000 psi and will weigh
110 pcf, using a minimum cement content of 611 pounds per cubic yard. If the concrete
is pumped, the mix quantities will be adjusted and submitted for the Architect/Engineer's
approval.
03310 - 3
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 03310
STRUCTURAL CONCRETE
PART 3 - EXECUTION
3.01 INSTALLATION
A. Formwork:
I. Earth cuts may be used as forms for columns and wall footings and grade beams
below finish grade when suitable soils are encountered.
2. Chamfer strips will not be required unless called for on the drawings.
3. Unless otherwise specified by the Architect/Engineer, formwork will be
constructed to the tolerances limits listed in Table 4.3.1: Tolerances For Formed
Surfaces.
B. Embedded Items:
I. No electrical conduit will be embedded in unreinforced slabs on grade. All such
conduits will be placed in the gravel bed beneath the slab with a minimum of
two (2) inch clearance from the top of the conduit to the underside of the slab.
2. Anchor bolts and templates will be provided by the structural steel contractor
and placed under this contract.
C. Preparation of Subgrade for Slabs on Grade:
1. Provide four (4) inches of granular fill under all floor slabs placed on grade. Use
gravel conforming to the following graduation:
c.
Sieve Size: %
I) Percent Passing: 90- 100.
Sieve: No.4:
I) Percent Passing: 0-10.
Sieve: No. 100:
I) Percent Passing: 0-3.
a.
b.
2. Six (6) mil polyethylene vapor barrier will be used under all interior slabs on
grade. Place the vapor barrier with six (6) inch laps with the top lap in the
direction of the spreading of the concrete. Turn vapor barrier up at walls to top
of slab. Vapor barrier will not be damaged during placing of concrete.
03310 - 4
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 03310
STRUCTURAL CONCRETE
PART 3 - EXECUTION (continued)
D. Reinforcing Mesh for Slabs on Grade:
I. Shrinkage and thermal stress reinforcement in the form six (6) inches x six (6)
inches WI.4 x Wl.4 of welded wire mesh, a type suitable for the depth of the
slab will be placed above the mid-depth of the slab and at least 1 Y, inches below
the top surface. This mesh is placed in at the top part of the slab in order to
provide optimum control of shrinkage of the exposed surface.
E. Construction Joints:
1. Construction joints will be spaced at the following maximum distances:
a. Exterior and interior walls: 50 feet.
b. Footings: 125 feet.
2. The use and location of monolithic construction joints will be subject to prior
approval of the Architect/Engineer. In general, they will be in accordance with
the following:
a. Not more than 12 hours after final troweling, the floor slab on grade will
be cut on column center lines in both directions and/or as indicated on
drawings with saw cuts measuring 1/8" wide and one (1) inch deep.
Cuts will be straight, true and of constant width throughout.
Immediately after cutting, hose out the cut with water and then blowout
with compressed air. Tape the joints with waterproof polyvinyl curing
tape.
b. Welded wire fabric at sawed joints will have alternate wires cut, leaving
a five (5) inch gap at the joint.
F. Unspecified Finish:
1. Troweled finishes for floor intended as walking surfaces or for the reception of
carpet and resilient flooring.
2. Broom or belt finish for sidewalks and ramps.
3. Steel troweled and a fine broom finish for all areas to receive ceramic, quarry or
paver tiles.
3.02 CONCRETE CURING
A. All concrete will be water cured by continuous sprinkling unless noted otherwise on the
Project Drawings. All other curing methods and compounds will be approved in writing
by the Architect/Engineer.
03310 - 5
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 03310
STRUCTURAL CONCRETE
PART 2 - PRODUCTS (con/inued)
D. All welded wire fabric will be six (6) inches x six (6) inches WI.4 x W1.4, unless noted
otherwise on the project drawings.
E. Vapor barrier will be a minimum six (6) mils thick polyethylene film. The widest
practical rolls will be used with a 16 foot minimum width.
F. Expansion joints will be '!. inch thick and conform to ASTM D 1751.
G.
Waterstops, where shown on plans, will be six (6) inches long, separated with center
bulb, type #788 as produced by Greenstreak Plastic Products, Box 7139,
St. Louis, Missouri 63177, telephone: (314) 225-9400; or #RB6-38 as produced by
Vinylex Corporation, 2636 Byington-Solway Road, Knoxville, Tennessee 37921,
telephone: (615) 690-0211.
2.02 CONCRETE MIX
A. The specified compressive strength (fc') for each portion of the structure using normal
weight concrete (140 pct) and a maximum aggregate size of one (1) inch will be
designated below:
I. 3,000 psi for footings; pads; piers; flagpole bases; light pole bases; fill for
masonry retaining walls and parapet walls; and all concrete below grade
including all site drainage and all waste water collection structures. Minimum
cement content will be 520 pounds per cubic yard.
2. 3500 psi for interior slabs on grade and elevated slabs. All floor slabs will be
Class 3. Minimum cement content will be 545 pounds per cubic yard.
3. 4000 psi for curbs, gutters, walks, exterior slabs, and truck ramps. Minimum
cement content will be 564 pounds per cubic yard:
a. A special mix designed for extruded curbs and gutters will be submitted.
B. All concrete will have an air-entrainment of two (2) percent to three (3) percent, except
for concrete exposed to the weather which will have an air-entrainment of four (4)
percent plus or minus one (I) percent.
C. All concrete design mixes will be proportioned to produce a slump range of three (3)
inches to five (5) inches with a maximum water/cement ratio of 0.54.
D. Lightweight concrete used for composite floors will have an fc'=3000 psi and will weigh
110 pcf, using a minimum cement content of 611 pounds per cubic yard. [fthe concrete
is pumped, the mix quantities will be adjusted and submitted for the Architect/Engineer's
approval.
03310 - 3
Project Specifications
BOYNTON BEACH MALL
RENOV A nON
Boynton Beach, Florida
Section 03310
STRUCTURAL CONCRETE
PART 3 - EXECUTION
3.01 INSTALLATION
A.
Formwork:
1. Earth cuts may be used as forms for columns and wall footings and grade beams
below finish grade when suitable soils are encountered.
2. Chamfer strips will not be required unless called for on the drawings.
3. Unless otherwise specified by the Architect/Engineer, form work will be
constructed to the tolerances limits listed in Table 4.3.1: Tolerances For Formed
Surfaces.
B.
Embedded Items:
1. No electrical conduit will be embedded in unreinforced slabs on grade. All such
conduits will be placed in the gravel bed beneath the slab with a minimum of
two (2) inch clearance from the top of the conduit to the underside of the slab.
2. Anchor bolts and templates will be provided by the structural steel contractor
and placed under this contract.
C. Preparation of Subgrade for Slabs on Grade:
1. Provide four (4) inches of granular fill under all floor slabs placed on grade. Use
gravel conforming to the following graduation:
b.
Sieve Size: %
1) Percent Passing: 90-100.
Sieve: No.4:
1) Percent Passing: 0-10.
Sieve: No. 100:
1) Percent Passing: 0-3.
a.
c.
2. Six (6) mil polyethylene vapor barrier will be used under all interior slabs on
grade. Place the vapor barrier with six (6) inch laps with the top lap in the
direction of the spreading of the concrete. Turn vapor barrier up at walls to top
of slab. Vapor barrier will not be damaged during placing of concrete.
03310 - 4
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 03310
STRUCTURAL CONCRETE
PART 3 - EXECUTION (continued)
D. Reinforcing Mesh for Slabs on Grade:
1. Shrinkage and thermal stress reinforcement in the form six (6) inches x six (6)
inches W1.4 x W 1.4 of welded wire mesh, a type suitable for the depth of the
slab will be placed above the mid-depth of the slab and at least I Y, inches below
the top surface. This mesh is placed in at the top part of the slab in order to
provide optimum control of shrinkage of the exposed surface.
E. Construction Joints:
1. Construction joints will b<; spaced at the following maximum distances:
a.
Exterior and interior walls: 50 feet.
b. Footings: 125 feet.
2. The use and location of monolithic construction joints will be subject to prior
approval of the Architect/Engineer. In general, they will be in accordance with
the following:
a. Not more than 12 hours after final troweling, the Iloor slab on grade will
be cut on column center lines in both directions and/or as indicated on
drawings with saw cuts measuring 1/8" wide and one (1) inch deep.
Cuts will be straight, true and of constant width throughout.
Immediately after cutting, hose out the cut with water and then blowout
with compressed air. Tape the joints with waterproof polyvinyl curing
tape.
b. Welded wire fabric at sawed joints will have alternate wires cut, leaving
a five (5) inch gap at the joint.
F. Unspecified Finish:
I. Troweled finishes for Iloor intended as walking surfaces or for the reception of
carpet and resilient Ilooring.
2. Broom or belt finish for sidewalks and ramps.
3. Steel troweled and a fine broom finish for all areas to receive ceramic, quarry or
paver tiles.
3.02 CONCRETE CURING
A. All concrete will be water cured by continuous sprinkling unless noted otherwise on the
Project Drawings. All other curing methods and compounds will be approved in writing
by the Architect/Engineer.
03310 - 5
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 03310
STRUCTURAL CONCRETE
PART 3 - EXECUTION (colltillued)
3.03 PLACING
A. Concrete slabs on grade will be placed using the alternate bay strip pour method.
3.04 FINISH
A. Steps, landings, pedestrian ramps and exterior platforms will have a nonslip abrasive
finish in accordance with ACI-301.
3.05 CLEANUP
A. Before Architect/Engineer's final acceptance, remove all excess material and equipment
form the site and leave site in clean and orderly appearance.
END OF SECTION
03310 - 6
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 03425
GLASS FillER REINFORCED CONCRETE
(COLUMN ENCLOSURES)
Issued Final
JAN 31 2001
SECTION 03425
GLASS FillER REINFORCED CONCRETE
(COLUMN ENCLOSURES)
PART 1 - GENERAL
1.01 DESCRIPTION
A. Scope:
I. Furnish all labor, materials, related services, equipment, supervision, and
transportation necessary to complete the fabrication and erection of the glass fiber
reinforced concrete column enclosures as detailed on drawings and specified.
2.
All work included in this section will be done in accordance with these project
specifications. Where any work requirement is not specifically covered, that work
will be done in accordance with the ACI Specifications, PCI Recommended
Practice for Glass Fiber Reinforced Concrete Panels or other applicable codes or
specifications covering that work.
3. This work will include but not be limited to: metal supports, base plates, inserts,
clamps, nuts, bolts, storage protection, product design (other than that detailed on
drawings) and other work of necessary accessories and connections shown on the
drawings and required to completely design, manufacture, shop, and erect work.
4. The Architect/Engineer has detailed only the aesthetic and functional requirements
of the reinforced concrete units. The manufacturer will be responsible for the
structural design of the individual reinforced concrete units.
B. Related Work Specified Elsewhere:
I. Section 07951: Sealants and Caulking.
2. Section 09900: Painting.
1.02 QUALITY ASSURANCE
A. Requirements of Regulatory Agencies:
I. This subcontractor must be licensed and will be governed strictly by local and state
authorities of this area in order to perform this work.
2. During this work, subcontractor will be responsible for maintaining safety among
persons in the subcontractor's employ in accordance with standards set by the
OCCUPATIONAL SAFETY AND HEALTH ACT of 1970.
03425 - 1
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 03425
GLASS FIBER REINFORCED CONCRETE
(COLUMN ENCLOSURES)
PART 1- GENERAL (continued)
3. The requirements of specifications Structural Concrete for Buildings (ACI 301- 72,
revised 1984) and Recommended Practice for Glass Fiber Reinforced Concrete
Panels (PCI) are hereby declared part of these specifications except as modified by
the following supplemental requirements which will govern over them.
4. All glass fiber reinforced concrete will be the product of a manufacturer who has
demonstrated the capability, subject to Architect/Engineer's approval, to design,
produce and erect glass fiber reinforced concrete products of the quality specified
and who has been regularly engaged in this type of production for at least 5 years.
The manufacturer must have experienced personnel, physical facilities,
established quality control procedures, and a management capability sufficient to
execute, produce, transport and deliver required units without causing delay in
work.
5. Manufacturers at their expense will have on their staff or retain a qualified
Professional Engineer who will be the Engineer of Record for this work. The
Engineer will certifY that all glass fiber reinforced concrete conforms in all aspects
to the requirements and procedures listed in Recommended Practice for Glass
Fiber Reinforced Concrete Panels prepared by the Prestressed Concrete Institute
and tolerances listed.
B. Reference Standards:
I. American Concrete Institute (ACI):
a. ACI 318: Building Code Requirements for Reinforced Concrete.
b. ACI 301: Specifications for Structural Concrete for Buildings.
2. Prestressed Concrete Institute (PCI):
a. PCI MNL 116 - Manual for Quality Control for Plants and Production of
Precast Prestressed Concrete Products.
b. PCI - Recommended Practice for Glass Fiber Reinforced Concrete Panels.
c. PCI - PCl Design Handbook, 2nd Edition.
03425 - 2
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 03425
GLASS FillER REINFORCED CONCRETE
(COLUMN ENCLOSURES)
PART 1 - GENERAL (continued)
1.03 SUBMITIALS
A. Shop Drawings:
I. Prior to fabricating units, submit one reproducible set (sepia prints) of shop
drawings to the ArchitectJEngineer for approval. Indicate all plans, elevations,
profiles, finishes, dimensions and cross-sections; location, size and type of
reinforcing and supports, and lifting devices necessary for handling and erection.
Detail inserts, connections, anchoring and setting devices, metal supports, joints,
including accessories and construction at openings in units. Show location and
details of anchorage devices that are to be installed by others. Proposed deviations
from design concepts will not be permitted in the shop drawings submittal process,
deviations will be submitted and approved prior to submittal of shop drawings.
2. Approval of the shop drawings will precede fabrication.
3. Shop drawings will be made in conformity with the best modem practice and with
due regard to speed and economy in fabrication and erection.
4. While shop drawings prepared by the fabricator and approved by the
Architect/Engineer are deemed to represent the correct interpretation of the work
to be done, the fabricator is not relieved of the responsibility for accuracy of
detailed dimensions shown.
B. Samples: Submit three (3) 8" x 8" flat samples for approval. Once approved and
submitted, samples will set the standard for judging the work.
1.04 PRODUCT DELIVERY AND HANDLING
A. Deliver glass fiber reinforced concrete units to Project site in such quantities and at such
times to assure continuity of installation. Store units in a dry and clean location, off the
ground at Project site to prevent cracking, distortion, warping, staining, or other physical
damage and so that markings are visible. Lift and support units only at designated lifting
or supporting points as shown on final approved shop drawings.
B. Protective boxing of other suitable means will be employed. No lumber or material liable
to stain or deface GFRC panels will be used. All nails will be galvanized.
C. Edges of the units will be adequately protected by padding or other means to prevent
staining, chipping, or spalling of the concrete.
1.05 SCHEDULING
A. Manufacturing, delivery and erection schedules will be coordinated under the direction of
the general contractor.
03425 - 3
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 03425
GLASS FmER REINFORCED CONCRETE
(COLUMN ENCLOSURES)
PART 1- GENERAL (continued)
1.03 SUBMITTALS
A. Shop Drawings:
1. Prior to fabricating units, submit one reproducible set (sepia prints) of shop
drawings to the Architect/Engineer for approval. Indicate all plans, elevations,
profiles, finishes, dimensions and cross-sections; location, size and type of
reinforcing and supports, and lifting devices necessary for handling and erection.
Detail inserts, connections, anchoring and setting devices, metal supports, joints,
including accessories and construction at openings in units. Show location and
details of anchorage devices that are to be installed by others. Proposed deviations
from design concepts will not be permitted in the shop drawings submittal process,
deviations will be submitted and approved prior to submittal of shop drawings.
2. Approval of the shop drawings will precede fabrication.
3. Shop drawings will be made in conformity with the best modem practice and with
due regard to speed and economy in fabrication and erection.
4. While shop drawings prepared by the fabricator and approved by the
Architect/Engineer are deemed to represent the correct interpretation of the work
to be done, the fabricator is not relieved of the responsibility for accuracy of
detailed dimensions shown.
B. Samples: Submit three (3) 8" x 8" flat samples for approval. Once approved and
submitted, samples will set the standard for judging the work.
1.04 PRODUCT DELIVERY AND HANDLING
A. Deliver glass fiber reinforced concrete units to Project site in such quantities and at such
times to assure continuity of installation. Store units in a dry and clean location, off the
ground at Project site to prevent cracking, distortion, warping, staining, or other physical
damage and so that markings are visible. Lift and support units only at designated lifting
or supporting points as shown on final approved shop drawings.
B. Protective boxing of other suitable means will be employed. No lumber or material liable
to stain or deface GFRC panels will be used. All nails will be galvanized.
C. Edges of the units will be adequately protected by padding or other means to prevent
staining, chipping, or spalling of the concrete.
1.05 SCHEDULING
A. Manufacturing, delivery and erection schedules will be coordinated under the direction of
the general contractor.
03425 - 3
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 03425
GLASS FillER REINFORCED CONCRETE
(COLUMN ENCLOSURES)
PART 1- GENERAL (continued)
1.06 SUBSTITUTIONS
A. The materials or products and indicated on drawings by trade names, manufacturer's name
or catalogue number will be provided as specified. Substitutions will not be permitted
without the written approval of the Architect/Engineer.
1.07 GUARANTEE
A. Furnish a written guarantee stating that all materials and work are guaranteed against
defects for a period of one (I) year after completion and final acceptance of work. Defects
due to faulty materials or work developed during the guarantee period will be satisfactorily
repaired or replaced by the subcontractor at the subcontractor's expense.
PART 2 - PRODUCTS
2.01 APPROVED MANUFACTURERS
A. PlasterGlas, P.O. Box 11038,4200 North 30th St., Omaha, Nebraska 68111,
telephone: (402) 455-0652.
B. Formglas, Inc., 250 Rayette Road, Concord, Ontario L4K 2G6 Canada,
telephone: (416) 669-5111.
C. ZROC, Architectural Shapes, Inc., 304 Old Mill Lane, Exton, Pennsylvania 19341,
telephone: (215) 363-0466.
D. Plaster Form, Inc., 155 Martin Ross Avenue, Unit 2, Downview, ONT M3J2L9,
telephone: (416) 665-6420.
2.02 MATERIALS
A. Prefabricated units will contain cement silica sand that is specially formulated by
manufacturer for combining with Alkali-resistant glass fibers.
B. Water will be clean, free of deleterious materials and potable.
C. Sand will be washed and dried silica sand, free of contaminants and lumps, meeting the
compositional requirements of ASTM C144.
D. Glass fibers will be high zirconia alkali resistant glass fibers specifically designed for alkali
resistance and use in Portland cement.
E.
Forms will be built in such a manner that they are completely rigid and strong enough to
withstand without deflection, movement, or leakage.
03425 - 4
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 03425
GLASS FIBER REINFORCED CONCRETE
(COLUMN ENCLOSURES)
PART 2 - PRODUCTS (continued)
F. All metal inserts will be hot dipped galvanized. Indicate model and manufacturer on shop
drawings.
G. All metal embedded plates, anchors, bolts, washers, nuts, shims, and sleeves required for
this work will be steel, hot-dipped galvanized after fabrication conforming to ASTM A-36,
A-283, and A-307.
H. Joint Compound: WeathrRok GRC by PlastrGlas, Inc.
2.04 FABRICATION AND MANUFACTURE
A. Fabricate glass fiber reinforced concrete products in accordance with Recommended
Practice for Glass Fiber Reinforced Concrete by the Prestressed Concrete Institute and as
modified. Units will ultimately obtain a monolithic finish.
B. Glass fiber reinforced concrete will have the following minimum physical characteristics
(28-day). Submit all test data performed by the independent testing firm to the
Architect/Engineer for review and approval:
1. Unit weight: 120 to 140 pcf.
2. Impact resistance (ASTM D25610 feet pounds/inch2 IZOD:
3. Compressive strength (ASTM C39ICI09): 3,700 psi.
4. Flexural strength (ASTM 580): 3,700 psi.
5. Tensile strength (AS1M D638): 1,200 to 1,800 psi.
6. Moisture absorption: II to 16 percent by weight.
7. Shell thickness: 3/8 inch minimum.
8. Elements which do not meet or exceed the range listed will be rejected and not
used on this project.
C. Inserts and Embedments: Locate lift loops and erection inserts so as not to be visible in the
completed construction.
D. Identification: Mark each GFRC unit on exposed side to correspond to identification
marks on approved shop drawings.
03425 - 5
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 03425
GLASS FIBER REINFORCED CONCRETE
(COLUMN ENCLOSURES)
PART 2 - PRODUCTS (continued)
2.04 CURING
A. Initial Cure:
I. The completed panel in the form will be kept covered overnight to avoid drying
and to achieve adequate strength for stripping from form.
2. Accelerated curing system with temperatures above I IO F (43 C) will not be
incorporated.
B. Stripping: Sufficient lifting points will be incorporated into panels to allow for easy release
from the form without overstressing.
C. Final Cure:
1. After stripping, store GFRC panels for 7 days in a controlled environment,
properly supported to avoid curing marks or staining and eliminate warping or
bowing.
2. The controlled environment will be kept at normal room temperatures, not
exceeding 110 F (43 C) and not less than 60 F (IS C). Relative humidity will be a
minimum of95 percent or both panel surfaces will be kept continuously moist.
D. Removal of GFRC from forms will be predicated on previous tests to establish time
required to produce finish and strength specified.
2.05 MANUFACTURING TOLERANCES
A. Cast each unit in accurate and dimensionally stable molds to accomplish the effects as
described and/or detailed. All faces, surfaces, and sides will be level in plane and finished.
All edges will be true to line and all intersections will be square.
B. Tolerances for dimensions, concrete requirements and appearance will be in accordance
with:
1. Prestressed Concrete Institute Design Manual, Section 4.7.4.
2. Prestressed Concrete Institute Manual for Quality Control for Plants and
Production of Architectural Precast Concrete Products, PCI MNL 117.
03425 - 6
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 03425
GLASS FIBER REINFORCED CONCRETE
(COLUMN ENCLOSURES)
PART 3 - EXECUTION
3.01 INSPECTION
A. Prior to installation of the work of this section, carefully inspect the installed work of all
other trades and verifY that all such work is complete to the point where this installation
may properly commence. VerifY that all materials can be installed in complete accordance
with the original design and the governing codes.
B. In the event of discrepancy, the Subcontractors will notifY the job superintendent and the
Architect/Engineer in writing of any and all conditions which, in their opinion, will affect
the satisfactory execution of their work or endanger its permanence. Do not proceed with
installation in areas of discrepancy until all such discrepancies have been fully resolved.
C. Commencing of application will constitute acceptance by the subcontractor that the work
of other trades are in proper condition to receive the work. After such acceptance, the
Subcontractor will be liable for correcting all work and materials which produce an
unsatisfactory installation.
3.02 ERECTION
A. Erection of glass fiber reinforced concrete work will be performed by workers skilled in
this type of work under the direction ofa supervisor having at least five (5) years of
experience in similar work and approved by the ArchitectJEngineer. If the superintendent
or erector fails to adequately perform he may be dismissed.
B. Lift members with suitable equipment at lifting points provided by the manufacturer.
C. Temporary shoring and bracing, if required, will comply with manufacturer's
recommendations.
D.
Install glass fiber reinforced concrete column enclosures immediately upon delivery in
their correct locations as shown on the drawings and in accordance with manufacturer's
approved shop drawings and instruction. Enclosures units will be set level, plumb and
square. The entire assembly will be rigid and will present a smooth monolithic finished
assembly ready to receive finish.
E. Temporarily guy and brace the erected structure with straps in accordance with erection
plan.
F. Furnish to other trades all information which may be required for proper coordination of
their work.
03425 - 7
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 03425
GLASS FIBER REINFORCED CONCRETE
(COLUMN ENCLOSURES)
PART 3 - EXECUTION (continued)
G. Vertical Joint Finishing:
I. Prepare surfaces of glass fiber reinforced concrete column enclosures as follows:
a. Clean joint of any dust or any other material that would prevent good
adhesion. Apply fiberglass joint tape two (2) inch wide, six (6) gauge
10xlO Lemo Scrim, such as Quick Tape, self-adhesive tape.
b. Mix WeathrRok Compound liquid and powder in accordance with
manufacturer's instructions.
c. Wet the joint area with water, wiping off excess water with a clean cloth.
Trowel on approximately Yo" thick WeathrRokjoint treatment, finish and
align surfaces uniformly and accomplish a monolithic look. Protect the
surface for four (4) to six (6) hours with polyethylene. Allow to set up for
48 hours.
H. It will be the erecting contractor's responsibility to clean all exposed facing as necessary to
remove dirt and stains which may be on the column enclosures after erection. The units
will be cleaned only after all installation procedures are completed. The exposed facings
will be washed and rinsed in accordance with the manufacturer's recommendations.
3.03 ERECTION TOLERANCES
A. All glass fiber reinforced concrete units will be erected level, plumb, square and true within
the allowable tolerances.
B. Dimensional tolerances of erected units will be in accordance with Prestressed Concrete
Institute.
3.04 FIELD QUALITY CONTROL
A. Glass fiber reinforced concrete column enclosures slightly damaged may be repaired
matching original finish. Panels with large cracks and faces exposed to view with
excessive spalled or broken edges and corners will not be accepted.
B. Any defective work which cannot be repaired to the satisfaction ofthe Architect/Engineer,
whether found at the site or at the shop at any time before completion and acceptance of the
project will be rejected regardless of previous reviews and will be remade or reconstructed
to the satisfaction of the Architect/Engineer.
C. Column enclosures not meeting the requirements, as indicated by the approved samples
will be rejected and replaced by acceptable panels. Degree of acceptability will be
determined by the Architect/Engineer.
03425 - 8
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 03425
GLASS FmER REINFORCED CONCRETE
(COLUMN ENCLOSURES)
PART 3 - EXECUTION (continued)
3.05 PRECAUTIONS
A. Care will be taken that no part of the surrounding site work be damaged, or that the
character of the finish be changed by the cleaning material or process.
3.06 CLEANUP
A. Upon completion of erection and before final acceptance, the erector will remove from the
job site all falsework, rubbish, and temporary buildings furnished by him.
END OF SECTION
03425 - 9
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 03540
INSULATING LIGHTWEIGHT CONCRETE ROOF DECK
L<SIled Final~Ol
SECTION 03540
INSULATING LIGHTWEIGHT CONCRETE ROOF DECK
PART 1 - GENERAL
1.01 DESCRIPTION
A. Scope:
I. This subcontractor shall furnish all labor, material, equipment, supervision and
transportation necessary to complete the installation of the Insulating Lightweight
Concrete Roof Deck, together with drainage fills all as detailed on drawings and in
complete accordance with the manufacturers recommendations.
2. This subcontractor shall fumish and install continuous closure angles at the edge of
all roof conditions as located and detailed on drawings. This item shall be bid
separately with unit prices submitted based on closure angles completed in place.
3. The entire cost of the water consumed shall be at the expense of this subcontractor.
This subcontractor shall make arrangements with the water company to meter an
on-site or off-site (if occurring) water hydrant for his water requirements.
B. Related Work Specified Elsewhere:
1. Section 07515: Membrane Roofing Over Poured-In-Place Deck.
2. Section 07600: Flashing and Sheet Metal.
C. Description of System:
1. Roof construction is designed to provide a minimum U value of 0.05. Total roof
system in general consists of poured-in-place cementitious deck, two (2) inch
lightweight concrete and 1.5 inch insulating vent board on vented metal deck,
covered with four (4) plys of fiberglass roofing felts, embedded in hot asphalt, top
coated with gravel or slag.
1.02 QUALITY ASSURANCE
A. Requirements of Regulatory Agencies:
1. This subcontractor shall be strictly governed by local and state authorities of this
area in order to perform this work.
03540 - 1
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 03540
INSULATING LIGHTWEIGHT CONCRETE ROOF DECK
PART 1 - GENERAL (continued)
2. During this work, this subcontractor shall be responsible for maintaining safety
among persons in the subcontractor's employ in accordance with the standards set
by the OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970.
3. All materials and installation of poured insulating concrete roof deck construction
shall conform to Factory Mutual Loss Prevention Data Sheet 1-7 (Wind Forces on
Buildings) and Data Sheets 1-28 (Insulated Steel Deck - Class 1,1-90).
B. Reference Standards:
1. American Society for Testing and Materials (ASTM):
a. ASTM A 525 - Standard Specification for Steel Sheet, Zinc-Coated
(Galvanized) by the Hot-Dip Process.
b. ASTM C 150 - Standard Specification for Portland Cement.
c. ASTM C 332 - Standard Specification for Lightweight Aggregates For
Insulating Concrete.
1.03 SUBMITTALS
A. Shop Drawings:
I . Complete shop drawings shall be prepared for this work indicating locations,
materials, thickness, thennal values, and construction details.
2. Submit four (4) sets (1 set sepias) of shop drawings to the Engineer for approval.
Obtain approval of shop drawings in writing prior to any placement or delivery of
materials.
1.04 JOB CONDITIONS
A. Sequencing, Scheduling:
1. The built-up roof shall be applied as soon as the Insulating Concrete can carry
construction traffic and is dry enough to develop adhesion with hot Asphalt.
Under normal conditions shall cure at least 3 days.
2. Coordinate all work specified with other trades affected by this work.
1.05 SUBSTITUTIONS
A. The materials or products specified herein and indicated on drawings by trade names,
manufacturer's name or catalog number shall be provided as specified. Substitutions shall
not be permitted, except where written approval is given by the Engineer.
03540 - 2
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 03540
INSULATING LIGHTWEIGHT CONCRETE ROOF DECK
PART 1- GENERAL (continued)
1.06 GUARANTEE
A. Furnish a written guarantee stating that all materials and installation was in complete
accordance with these and manufacturer's written specifications and recommendations.
PART 2 - PRODUCTS
2.0 I MATERIALS
A.
.. B.
C.
Insulating Concrete Aggregate: Insulating concrete aggregate shall be Zonolite (W. R.
Grace and Company) conforming to ASTM C-332, Group I.
Portland Cement: Portland cement shall conform to ASTM C-150, Type I or III.
Water: Water shall be clean and free from deleterious amounts of acid, alkali, and organic
materials.
D. Insulating Vent Board: 24 inches by 48 inches by I \I, inches Insulperm insulating
ventboard composed of one pound density cellular polystyrene with 58 venting slots (V.
inch by 2\1, inches) and two (2) keying holes (l y, inch diameter), as manufactured by
Zonolite (W.R. Grace and Company).
E. Metal Deck: Metal deck shall be vented, 24 gauge galvanized (G90) of the following
manufacturer:
1. I Yo inch thick Com Vent (SD) as manufactured by Consolidated Systems, Inc.
2. 1-5/16 inch thick Tensilvent # 125-24 as manufactured by Wheeling Corrugating
Company.
F. Closure Angles: Closure angles shall be minimum 18 gauge galvanized steel. Bottom leg
of angle shall be minimum four (4) inches in length and height shall be equal to total
thickness of roof deck.
G. Mechanical Fasteners (Alternate Fastening System): Mechanical fasteners used for metal
deck shall be Type A3162 Air/Safe Fastening System as manufactured by Pneutek, Inc.
2.02 PHYSICAL CHARACTERISTICS
A. Physical characteristics ofInsulating Concrete Roof Deck shall be as follows:
I. Slab Thickness: 1/8 inches minimum over top of corrugations; two (2) inches
minimum over top ofInsulperm Vent Board.
2.
Mix Ratio: 1:5
03540 - 3
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 03540
INSULATING LIGHTWEIGHT CONCRETE ROOF DECK
PART 2 - PRODUCTS (continued)
3. Wet Density: 55/60 pounds per cubic feet.
4. Dry Density: 28/32 pounds per cubic feet.
5. Compressive Strength: 200 pounds minimum per square inch.
PART 3 - EXECUTION
3.01 METHODS AND WORK
A. All superimposed concentrated loads shall be directly or indirectly supported on steel
ti'lIming, not on Insulating Concrete Roof Slab.
B. Provide adequate artificial ventilation by using fans in the space between the joist and the
ceiling if natural ventilation is not sufficient to insure proper drying of the insulating
concrete roof slab.
C. This subcontractor shall be responsible for maintaining the integrity of this assembly for
his portion of the work.
3.02 INSTALLATION
A. Metal Deck:
I. Metal deck shall be continuous over three (3) or more supports and attached to the
supports by plug welding through wheeling welding washers at 14 inches on center
maximum.
2. Approved alternate fastening system in lieu of welding shall be cold-formed
Pneutek metal fasteners spaced at 14 inches on center maximum.
3. Sheets shall be placed by starting from a comer of the roof and working outward in
the directions of tlle corrugations. Place sheets with edge corrugation lip pointing
up, lapping one corrugation. End laps shall occur over permanent support and
shall be a minimum of two (2) inches.
B. Closure Angles:
I. Closure angles shall be installed continuous at edge of all roof conditions complete
as located and detailed on drawings.
2. Spot weld closure angles at each support point, maximum five (5) feet on center.
3.
Closure angles shall provide continuous edging for all roof pours based on
designed thickness detailed.
03540 - 4
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 03540
INSULATING LIGHTWEIGHT CONCRETE ROOF DECK
PART 3 - EXECUTION (continued)
C. Insulating Vent Board:
I. Insulating Vent Board shall be bonded to the structural deck with a slurry coat of
Insulating Concrete using the same mix ratio that is being used for the fill over the
vent board.
D. Insulating Concrete Roof Deck:
I. Insulating concrete shall be mixed in proportion of one (I) part cement to five (5)
parts aggregate in a paddle type plaster or drum-type concrete mixer with water
content controlled by a water meter installed on the mixing machine; mixing shall
be in strict accordance to manufacturer's instructions.
2. Insulating concrete shall then be pumped into place and screeded to a true and even
surface ready to receive roofing.
END OF SECTION
03540 - 5
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 03650
FLOOR PREPARATION
IssuedFinal~l
SECTION 03650
FLOOR PREPARATION
PART I - GENERAL
1.01 DESCRIPTION
A. This work will include patching of all mall floor area and the complete removal of any
existing terrazzo which has separated from concrete sub-slab and preparation of existing
substrates to provide a clean, level surface ready for installation of new flooring
materials by others.
1.
Removal of existing ceramic paver tile and carpeting is done under
Section 02221 : Demolition.
B. This subcontractor recognizes and accepts that this work will take place in an existing
operating regional shopping center and will fully recognize and accept the intended
limitation imposed by same.
C. Related Work Specified Elsewhere:
1. Section 02221: Demolition.
2. Section 09306: Ceramic Floor Tile.
1.02 QUALITY ASSURANCE
A. Subcontractor's Qualifications:
1. Preparation will be performed only by a qualified subcontractor with at least five
(5) years experience in operations of a similar nature, and as approved by the
Architect.
B. Requirements of Regulatory Agencies:
1. This subcontractor will be strictly governed by local and state authorities of this
area in order to perform this work.
2. During this work, this subcontractor will be responsible for maintaining safety
among persons in the subcontractor's employ in accordance with the standards
set by the OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970.
03650 - 1
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 03650
FLOOR PREPARATION
PART 1 - GENERAL (continued)
C. Insurance:
1. This subcontractor will furnish to the owner evidence of adequate insurance
coverage prior to performing any removal or preparation work.
2. This subcontractor will indemnity and hold owner harmless from and against
any claims, actions, or damages resulting from demolition work.
1.03 SUBMITTALS
A. Product Data and Certificate:
1. Submit complete leveling coat manufacturer's literature, specifications,
application instructions, and certification of conformance.
1.04 PRODUCT DELIVERY, STORAGE, AND HANDLING
A. Product Delivery:
I. Deliver materials in original sealed containers, clearly marked with
manufacturer's name, brand name, and type of material.
B. Use of Thoroughfares:
1. Only those thoroughfares designated by project manager will be used for
workmen, equipment and removal of demolished materials.
C. Scheduling of Work:
1. Project manager will inform this subcontractor of demolition start and
preparation completion dates. All work will be coordinated with owner's
general contractor.
1.05 SUBSTITUTIONS
A. The materials or products specified and indicated on drawings by trade names,
manufacturer's name, or catalogue number will be provided as specified. Substitutions
will not be permitted except where approved by Architect.
03650 - 2
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 03650
FLOOR PREPARATION
PART 1 - GENERAL (continued)
1.06 GUARANTEE
A. Furnish a written guarantee stating that materials and work are guaranteed against
defects for a period of not less than one (I) year after completion and final acceptance of
work, and that all materials and installation are in complete accordance with these and
manufacturer's written specifications and/or recommendations. Defects due to faulty
material or work developed during the guarantee period will be satisfactorily repaired by
this subcontractor at the subcontractor's expense.
PART 2 - PRODUCTS
2.01 MATERIALS
A. Leveling Coat and Filler:
I. Leveling coat and filler will be ARDEX K-15 as manufactured by ARDEX,
INC., 1155 Stoops Ferry Road, Coraopolis (Pittsburgh), Pennsylvania 15108,
phone 412/264-4240, or approved equal, in accordance with ACI 302/(72)75,
Class A Flatness Tolerance of 1/8" maximum deviation under a 10 foot
straightedge in any direction. Furnish all required primers.
2. Floor underlayment will be applied to a minimum thickness of 1/8", but will be
featheredged to match the existing elevations.
3. Floor underlayment will have a compressive strength after 28 days of at least
4100 psi. Floor underlayment will be walkable after 2 hours at 70 degrees F and
will permit the installation of finished floor covering the following day. Priming
the substrate and application of the floor underlayment will be in accordance
with manufacturer's printed instructions.
PART 3 - EXECUTION
3.01 PREPARATION
A. Posting of Danger Signs:
I. Danger signs will be conspicuously posted around the demolition and
preparation areas.
B. Access to Areas:
I. With the exception of access for the use of workmen, access to demolition and
preparation areas will be entirely closed off at all times. Provide all barricades
required to close area off.
03650 - 3
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 03650
FLOOR PREPARATION
PART 3 - EXECUTION (continued)
3.02 DEMOLITION
A.
This subcontractor will visit the site to determine the exact and complete extent of the
terrazzo removal work required. This subcontractor acknowledges that the subcontractor
has visited the site and understands the complete nature of the work and the total scope
that will be required to achieve a first class installation. All qualifications relating to
false work, scope of work, and work not qualified in subcontractor's bid and will be his
responsibility to complete to the satisfaction of the Architect and Owner. Appointments
for examining site will be made through the project manager's office who will
accompany person or persons making examination.
3.03 PATCH AND REPAIR
A. Concrete sub-slab in areas where terrazzo is removed will be solid, thoroughly cleaned,
and free of all oil, grease, dirt, curing compounds and all foreign matter prior to
installation of primers. All cracks will be repaired.
B. Depressions will be filled with self-leveling underlayment. Fill will match flush with
existing floor finish.
1. Standard mixing ratio and procedure for underlayment fill will be as prescribed
by the manufacturer and approved by Architect and manufacturer's field
representative. All procedures will be in strict accordance with manufacturer's
printed instructions.
C. Repair:
I. The existing floor surfaces indicated to receive new tile will be sanded with
sanding machines equipped with a built-in vacuum to keep dust level as low as
possible or scarified with a scarifying machine to remove all wax, grease, oil,
sealers, dirt and dust so tat the shine has been completely removed.
a. An approved alternate method for preparing existing floor surfaces for
new tile will be the Blatrac system as manufactured by the Whellabrator
Corporation, 400 Sough Byrkit A venue, Mishawaka, Indiana 46544,
telephone: (219) 255-2141
2. Surface of fill and existing to remain terrazzo will be free of cracks, depressions
and protrusions. Any gaps, cracks more than 1116" wide and depressions will be
filled in with leveling coat. All protrusions will be sanded down smooth. The
surface will be cleaned and vacuumed to remove all dust and grit and in a
condition satisfactory to the Architect, Project Manager and new floor finishing
subcontractors.
03650 - 4
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 03650
FLOOR PREPARATION
PART 3 - EXECUTION (continued)
3.04 CLEANUP
A. The floor preparation subcontractor will be responsible for keeping the building, site and
access roads clean and free of debris at all times.
B. Upon completion of demolition preparation work, the entire building, site and access
roads will be cleaned free of debris and left in a condition acceptable to owner.
END OF SECTION
03650 - 5
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 04100
MORTAR
, ,', ~,J
r~,; ,; -;
~ J/ ~~.
-.;. 4
1
"-....'J J
Issued Final
SECTION 04100
MORTAR
PART 1 - GENERAL
1.01 DESCRIPTION
A. Scope:
I. This work includes the furnishing of all mortar required for unit masonry work.
B. Related Work Specified Elsewhere:
1. Section 04150: Masonry Accessories.
2. Section 04200: Unit Masonry.
1.02 QUALITY ASSURANCE
A. Requirements of Regulatory Agencies:
I . This subcontractor will be strictly governed by local and state authorities of this
area in order to perform this work.
2. During this work, this subcontractor will be responsible for maintaining safety
among persons in the subcontractor's employ in accordance with the standards
set by the OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970.
B. Reference Standards:
I. American Society for Testing and Materials (ASTM):
a. ASTM C5 - Standard Specification for Quicklime for Structural
Purposes.
b. ASTM C91 - Standard Specification for Masonry Cement.
c. ASTM C 144 - Standard Specification for Aggregate for Masonry
Mortar.
d. ASTM C 150 - Standard Specification for Portland Cement.
e. ASTM Cl 75 - Standard Specification for Air-Entraining Portland
Cement.
f. ASTM C207 - Specification for Hydrated Lime for Masonry Purposes.
04100 - 1
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 04100
MORTAR
PART 1 - GENERAL (continued)
g. ASTM C270 - Standard Specification for Mortar for Unit Masonry.
h. ASTM C404 - Standard Specification for Aggregates for Masonry
Grout.
1.03 PRODUCT DELIVERY, STORAGE, AND HANDLING
A. Delivery of Materials:
I. Deliver mortar materials to project site in manufacturer's original unopened
containers with manufacturer's brand name, product and color clearly marked.
B. Storage of Materials:
1. Store materials under cover in dry place and in a manner to prevent damage or
intrusion of foreign matter. Store cement, lime and airsetting mortars in
watertight enclosures with elevated floors. If materials are stored in building,
care will be taken not to have concentrated loads that may damage floor slabs or
structural members.
1.04 SUBSTITUTIONS:
A. The materials or products specified herein and indicated on drawings by trade names,
manufacturer's name or catalogue number will be provided as specified. Substitutions
will not be permitted, except where approved by Architect.
1.05 GUARANTEE
A. Furnish a written guarantee stating that all materials are guaranteed against defects for a
period of not less than one (I) year after completion and final acceptance of the work.
Defects due to faulty material developed during the guarantee period will be
satisfactorily replaced by this subcontractor at the subcontractor's expense.
PART 2 - PRODUCTS
2.01 MATERIALS
A.
B.
C.
"^ D.
E.
Portland Cement: ASTM CISO, Type I.
Air-Entraining Portland Cement: ASTM Cl7S, Type IA.
Masonry Cement: ASTM C91, Type II.
Hydrated Lime: ASTM C207, Type S orN.
Quicklime: ASTM CS.
04100 - 2
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 04100
MORTAR
PART 2 - PRODUCTS (continued)
F. Lime Putty: Lime Putty will be a stiff mixture of lime and water.
G. Sand: ASTM C144, sand for mortar in 1/4 inch wide joints will pass No. 16 sieve.
H. Mixing Water: Water will be clean and potable.
I. Coarse Aggregate for Masonry Grout: ASTM C404.
2.02 TYPES OF MORTAR
A. Mortar for unit masonry will conform to ASTM C270 and will be of the following types:
,
~
1.
TYPE S for use in contact with earth, below grade and in foundations.
2. TYPE N for exterior use and load-bearing walls.
3. TYPE 0 for interior use and nonload-bearing walls.
4. TYPE M for reinforced masonry and all masonry subjected to high stresses and
severe moisture exposures.
x
B.
Approved manufacturers:
1. Trinity.
2. Universal Atlas.
2.03 PROPORTIONING OF MORTAR
A.
All mortar will be mixed in the following proportions (Parts by Volume):
f:~IQ~r Portland Hyd.'ated Limes! Masonry Hamp Loose
'!wil: YiDe.; . .C;cment Lime Pntty , CeIpcnt.w Aggregate (Sand)
Min./Max.
];4 'lj
Not less than
2 'I. and not more
than 3 times the
sum of the
volumes of the
cement and lime
used.
l. S
2. N
3. 0
4. M
w
y,
Y2 1'1.
1'1. 2Y2
I
I 'I. ]/.
04100 - 3
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 04100
MORTAR
PART 2 - PRODUCTS (continued)
2.04 MORTAR FOR UNIT MASONRY
A. Mortar for all exterior masonry will be Type N mortar. All such mortar will contain the
recommended amount of DRY-BLOCK mortar admix for water-repellency and to assure
proper bond strength. (The recommended amount is one quart of DRY-BLOCK mortar
admix per two bags of pre-mix masonry cement or per bag of Portland cement when
mixed at the job site with lime - with not more than 6 cubic feet of masonry sand.) (Easy
spread may be used in place of lime). Mortar color will match the color of the split face
masonry units.
2.05 MIXING MORTAR
A. Mix all cementitious materials and sand in a mechanical batch mixer for a minimum of
five (5) minutes. Adjust the consistency of the mortar to the satisfaction ofthe mason
but add only as much water as is compatible with convenience in using the mortar. If the
mortar begins to stiffen from evaporation or from absorption of a part of the mixing
water, retemper the mortar immediately by adding water, and remix the mortar. All
mortar will be used within 2-1/2 hours of the initial mixing. It will not be used after it
has begun to set.
B. Anti-freeze liquids, salts or other substances will not be added to lower the freezing
point of the mortar. See Cold Weather Requirements Section 04200: Unit Masonry.
END OF SECTION
04100 - 4
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 04150
MASONRY ACCESSORIES
Issued Final JAN 3 L2DOf
SECTION 04150
MASONRY ACCESSORIES
PART 1 - GENERAL
1.01 DESCRIPTION
A. Scope:
I. This work includes the furnishing of all masonry accessories required for unit
masonry work.
B. Related Work Specified Elsewhere:
1. Section 04] 00: Mortar.
2. Section 04200: Unit Masonry.
1.02 QUALITY ASSURANCE
A. Requirements of Regulatory Agencies:
1. This subcontractor will be strictly governed by local and state authorities of this
area in order to perform this work.
2. During this work, this subcontractor will be responsible for maintaining safety
among persons in the subcontractor's employ in accordance with the standards
set by the OCCUPATIONAL SAFETY AND HEALTH ACT of 1970.
B. Reference Standard:
I. American Society for Testing and Materials (ASTM):
a. ASTM A82 - Standard Specifications for Cold-Drawn Steel Wire for
Concrete Reinforcement.
b. ASTM Al16 - Standard Specifications for Zinc Coating on Wire.
c. ASTM A 153- Standard Specifications for Zinc Coating (Hot-Dip) on
Iron and Steel Hardware.
d.
.,
.,
e.
ASTM A305 - Standard Specifications for Minimum Requirements for
the Deformations of Deformed Steel Bars for Concrete Reinforcement.
ASTM A615 - Standard Specifications for Billet-Steel Bars for
Concrete Reinforcement.
04150 - 1
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 04150
MASONRY ACCESSORIES
PART 1 - GENERAL (continued)
f. ASTM A616 - Standard Specifications for Rail-Steel Bars for Concrete
Reinforcement.
1.03 PRODUCT DELIVERY, STORAGE, AND HANDLING
A. Delivery of Materials:
I. Deliver materials to project site in manufacturer's original unopened containers
with manufacturer's brand name and product type clearly marked.
B. Storage of Materials:
I. Store materials under cover in dry place and in a manner to prevent damage or
intrusion of foreign matter. If materials are stored in building, care will be taken
not to have concentrated loads that may damage floor slabs or structural
members.
1.04 SUBSTITUTIONS
A. The materials or products specified and indicated on drawings by trade names,
manufacturer's name or catalogue number will be provided as specified. Substitutions
will not be permitted, except where approved by Architect.
1.05 GUARANTEE
A. Furnish a written guarantee stating that all materials are guaranteed against defects for a
period of not less than one (I) year after completion and final acceptance of the work.
Defects due to faulty material developed during the guarantee period will be
satisfactorily replaced by this subcontractor at the subcontractor's expense.
PART 2 - PRODUCTS
2.01 MATERIALS
A. Joint Reinforcement: Steel reinforcement for use in horizontal bed joints of concrete
masonry units, will be prefabricated, formed of cold drawn steel wire conforming to
ASTM Specification A-82 as manufactured by Dur-O- Wal. Use ladur type for exterior
reinforced walls and truss or ladur type for all other walls. Side wires will be formed of
No.9 gage or larger and be deformed; cross rods will be of nine (9) gage or larger,
smooth or deformed wire, butt welded to side wires in the same plane at contact points
and properly spaced. Provide formed pieces at corners and intersections of walls or
partitions. Reinforcing will be of proper widths for the partition and wall thickness
shown, and bridge both widths of cavity wall construction.
04150 - 2
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 04150
MASONRY ACCESSORIES
PART 2 - PRODUCTS (continued)
B. Wire Mesh Ties: Wire mesh ties will be of not lighter than 16 gage (0.0625 inch) steel
wire woven into \I, inch mesh and cut into strips I-inch narrower than the width of the
partitions or walls in which the ties are used.
C. Wire Ties: Wire ties not specified otherwise will be of not lighter than 10 gage (0.1350
inch) steel wire. All ties will be zee-shaped or looped at both ends.
D. Corrugated or Crimped Ties: Corrugated or crimped ties will be not less than 7/8 inch
wide and of not less than 16 gage (0.0625 inch) sheet steel and not less than 6 inches
long.
E. Rigid Steel Anchors: Rigid steel anchors will be of not less than I inch by 1/4 inch by
24 inch long steel with each end turned up not less than 2 inches.
F. Reinforcing Rods: Steel rods for lintels and other reinforcement not specified otherwise
will conform to ASTM Specification A615 or A616. Bars of No. 3 size and larger will
be deformed in accordance with ASTM Specification A305.
G. Expansion or Control Joint Filler Strips: Strips will be of rubber (natural or synthetic) or
PV. They will be cross-shaped in section or of shapes indicated on drawings. Strips will
be resistant to oils and solvents and will meet the flexure test after being exposed to a
temperature of minus 40 degrees Fahrenheit, as required by current ASTM
Specifications. Strips will be one of the following:
1. Blok- Tite as manufactured by AA Wire Products Co., 6100 S. New England
Avenue, Chicago, Illinois 60638
2. Rapid Control Joint as manufactured by Dur-O-Wallnc., 601 North Point Road,
Baltimore, Maryland 21237
3. Ty-Wal Control Joint as manufactured by Ty-Wal Products, Inc.,
616 South 9th St., Birmingham, Alabama 35233.
2.02 COATINGS
A. Wire-mesh ties, wire ties, corrugated or crimped ties, and joint reinforcement ONLY
will be zinc coated in accordance with ASTM AI16 or A153.
END OF SECTION
04150 - 3
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 04200
UNIT MASONRY
Issued Final
JAN 31 Z001
SECTION 04200
UNIT MASONRY
PART 1- GENERAL
1.01 DESCRIPTION
A. Scope:
I. This work includes the furnishing and installation of all exterior masonry facing
units located and detailed on drawings, including in general: all split face
concrete blocks, smooth face concrete blocks and all other exterior and interior
masonry items shown on drawings. Provide all scaffolding, transportation,
appliances, and temporary bracing required for the completion of this work.
2. Furnish and install all pre-cast concrete coping, concrete fill, grout and lintels as
located and detailed on drawings. Concrete will be as specified under Section
03310: Structural Concrete.
3. Mortar materials to be included under this work are specified under
Section 04100: Mortar.
4. Masonry Accessories to be included under this work are specified under
Section 04150: Masonry Accessories.
5. Not furnished but installed under this section:
a. Loose lintels, angles, bearing plates, channel frames, security bars,
vents, metal flashing over exterior doors, and other metal construction
built into masonry.
b. Metal Fabrications including metal door frames, louvers, and other
metal fabrications indicated. set in masonry walls.
B. Related Work Specified Elsewhere:
1. Section 03310: Structural Concrete.
2. Section 07600: Flashing and Sheet Metal.
3. Section 07951: Sealants and Caulking.
4. Section 081l 0: Hollow Metal Doors and Frames.
04200 - 1
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 04200
UNIT MASONRY
PART 1 - GENERAL (continued)
1.02 QUALITY ASSURANCE
A. Erector Qualifications:
1. Installation will be performed only by a qualified erector with at least five (5)
years experience in installations of a similar nature, and as approved by the
Architect/Engineer.
B. Requirements of Regulatory Agencies:
I. This subcontractor will be strictly governed by local and state authorities of this
area in order to perform this work.
2. During this work, this subcontractor will be responsible for maintaining safety
among persons in the subcontractor's employ in accordance with the standards
set by the OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970.
C. Fire Rated Masonry Partition Table:
I. The following table outlines Fire Resistance Ratings for concrete masonry walls
of various equivalent thickness. This subcontractor will have a choice of
material and size provided written approval is obtained from the Architect for
materials, use, weight, and height.
a. Expanded Slag or Pumice 4.7 4.0 3.2 2.7 2.1 1.9
b. Expanded Clay or Shale 5.7 4.8 3.8 3.3 2.6 2.2
"
" c. Limestone Cinders or Slag 5.9 5.0 4.0 3.4 2.7 2.3
.. d. Calcareous Gravel 6.2 5.3 4.2 3.6 2.8 2.4
e. Siliceous Gravel 6.7 5.7 4.5 3.8 3.0 2.6
2. *Equivalent Thickness is the thickness ofthe solid material in the wall. Where
walls are plastered or faced with brick, the thickness of plaster or brick may be
included in determining the equivalent thickness.
D. Construction Tolerances:
I. Variation from Plumb: For vertical lines and surfaces of columns, walls and
arises do not exceed Y. inch in 10 feet, or 3/8 inch in a story height not to exceed
20 feet, nor \'2 inch in 40 feet or more. For external corners, expansion joints,
control joints and other conspicuous lines, do not exceed Y. inch in any story or
20 feet maximum, nor \'2 inch in 40 feet or more.
04200 - 2
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 04200
UNIT MASONRY
PART 1 - GENERAL (continued)
2. Variation from Level: For lines of exposed lintels, sills, parapets, horizontal
grooves and other conspicuous lines, do not exceed Y. inch in 20 feet maximum,
nor % inch in 40 feet or more.
3. Variation of Linear Building Line: For position shown in plan and related
portion of columns, walls and partitions, do not exceed \'2 inch in 20 feet
maximum, nor % inch in 40feet or more.
4. Variation in Cross-Sectional Dimensions: For columns and thickness of walls,
from dimensions shown, do not exceed minus Y. inch nor plus \'2 inch.
E. Job Mock-Up: Prior to installation of masonry work, erect sample wall panel mock-up
using materials, bond and joint tooling required for final work. Provide special features
including coping and as directed for caulking and contiguous work. Build mock-up at
site, where directed, offull thickness and approximately six (6) feet by six (6) feet,
indicating the proposed range of color, texture and work to be expected in the completed
work with water repellent as specified in 07175, applied to half of mock-up. Obtain
Architect/Engineer acceptance of visual qualities of the mock-up before starting work.
Retain mock-up during construction as a standard for judging completed masonry work.
Do not alter, move, or destroy mock-up until work is completed.
F. Reference Standards:
I. American Society for Testing and Materials (ASTM):
a.
b.
.. c.
~
d.
ASTM C33 - Normal Weight Aggregates.
ASTM C55 - Standard Specification for Concrete Building Brick.
ASTM C62 - Standard Specification for Building Brick (Solid Masonry
Units made from Clay or Shale).
ASTM C67 - Standard Methods of Sampling and Testing Brick and
Structural Clay Tile.
e. ASTM C90 - Standard Specification for Hollow Load-Bearing Concrete
Masonry Units.
f. ASTM E514 - Water Penetration and Leakage through Masonry.
g. ASTM C129 - Standard Specification for Nonload-Bearing Concrete
Masonry Units.
h. ASTM CI40 - Standard Specification for Sampling and Testing
Concrete Masonry Units.
04200 - 3
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 04200
UNIT MASONRY
PART 1- GENERAL (continued)
I. ASTM CI45 - Standard Specification for Solid Load-Bearing Concrete
Masonry Units.
J. ASTM C331 - Standard Specification for Lightweight Aggregates for
Concrete Masonry Units.
k. ASTM C404 .. Aggregates for Masonry Grout.
I. ASTM C426 - Standard Specification Test for Drying Shrinkage of
Concrete Block.
m. ASTM C476 - Mortar and Grout for Masonry.
1.03 SUBMITTALS
A. Samples:
I. Prior to installation, submit to the Architect/Engineer for approval, five (5)
individual samples showing the extreme variations in color and texture of
concrete units which are to be installed. Samples of other materials to be used
will be provided if requested by the Architect/Engineer.
2. Colored masonry mortar is specified in Section 04100: Mortar.
3. Submit to the Architect/Engineer for approval four (4) copies Certified Testing
Reports verifying compliance with the following Standards:
a. ASTM C55.
b. ASTM C-90.
c. ASTM E514 - Class E.
4. Submit to the Architect/Engineer four (4) copies of performance data and other
product data for concrete units including certification that type complies with
specified requirements for approval, prior to fabrication and delivery.
04200 - 4
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 04200
UNIT MASONRY
PART 1 - GENERAL (continued)
1.04 JOB CONDITIONS
A. Storage of Materials:
I. Store masonry materials under cover in a dry place and in a manner to prevent
damage or intrusion of foreign matter. Store concrete masonry units under
covers that will permit circulation of air and prevent excessive moisture
absorption. Concrete masonry units will be protected against wetting prior to
use. If materials are stored in building, care will be taken not to have
concentrated loads that may damage floor slabs or structural members.
B. Existing Conditions:
I. Consult other trades and make provisions that will permit the installation of their
work in a manner to avoid cutting and patching. Build in work specified under
other Sections, as necessary, and as the work progresses. Set steel lintels in beds
of mortar. Fill spaces around jambs and heads of metal door bucks and frames,
solidly with mortar.
C. Cold Weather Protection:
I. Remove any ice or snow formed on masonry bed by carefully applying heat until
top surface is dry to touch.
2. Remove all masonry determined to be frozen or damaged by freezing conditions.
3. Temperature Requirements Affecting Construction Procedures: Perform the
following construction procedures while the work is progressing:
a. When air temperature is from 400 F to 320 F, heat sand or mixing water
to produce mortar temperatures between 400 F and 1200 F.
b. When air temperature is from 320 F to 250 F, heat sand or water to
produce mortar temperature between 400 F and 1200 F, maintain
temperature of mortar on boards above freezing.
c. When air temperature is from 250 F to 200 F, heat sand and mixing
water to produce mortar temperatures between 400 F and 1200 F,
maintain temperature of mortar on boards above freezing; use
salamanders or other heat sources on both sides of walls under
construction; use wind breaks when wind is in excess of 15 mph.
d.
When air temperature is 200 F and below, heat sand and mixing water to
produce mortar temperatures between 400 F and 1200 F, provide
enclosures and auxiliary heat to maintain air temperature above 320 F,
do not lay units which have a surface temperature of200 F (or less)
04200 - 5
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 04200
UNIT MASONRY
PART 1- GENERAL (continued)
4.
Temperature Requirements Affecting Completed Masonry Work: Perform the
following protections for completed masonry and masonry not being worked on:
a. When the mean daily air temperature is from 400 F to 320 F, protect
masonry from rain or snow for at least 24 hours by covering with
weather-resistive membrane.
b. When mean daily air temperature is from 320 F to 250 F, completely
cover masonry with weather resistive membrane for at least 24 hours.
c. When mean daily air temperature is from 250 F to 200 F, completely
cover masonry with insulating blankets or similar protection for at least
24 hours.
d. When mean daily temperature is 200 F and below, maintain masonry
temperature above 320 F for 24 hours using enclosures and
supplementary heat, electric heating blankets, infrared lamps, or other
acceptable methods.
e. Without changing the mortar type and maintaining 24-hour protection,
replace Type I Portland cement in the mortar to Type III.
5. At Contractor's option to the above protections the following may be invoked
when acceptable to the Architect/Engineer:
a. Change to a higher type of mortar required in ASTM C270 (if Type N
mortar is specified for normal temperatures, change to Type S or
Type M).
b.
Increase the protection time to 48 hours with no change made in the type
of mortar.
D. Protection:
I. Provide temporary wood plank or plywood walkways when transporting any
masonry materials or equipment on roofto protect membrane roofing from any
damage.
2. Protect facing materials against staining, and at the end of each days work keep
tops of walls covered with nonstaining waterproof coverings, and keep covered
when work is not in progress. When work is resumed, top surface of work will
be cleaned of all loose mortar.
3.
Masonry partitions of above normal height will be braced or reinforced in
accordance with local code requirements.
04200 - 6
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 04200
UNIT MASONRY
PART 1 - GENERAL (continued)
1.05 SUBSTITUTIONS
A. The materials or products specified and indicated on drawings by trade names,
manufacturer's name or catalogue number will be provided as specified. Substitutions
will not be permitted, except where approved by the Architect/Engineer.
1.06 GUARANTEE
A.
Furnish a written guarantee stating that all materials and work are guaranteed against
defects for a period of not less than one (I) year after completion and final acceptance of
the work. Defects due to faulty material developed during the guarantee period will be
satisfactorily replaced by this subcontractor at the subcontractor's expense.
"
PART 2 - PRODUCTS
2.01 MATERIALS
A. General:
I. All masonry materials will be new, and sizes, shapes, colors and texture
indicated and will be free from chips, cracks, or other defects which would
impair their strength, appearance of permanence of the construction. Approval
of the Architect/Engineer will be obtained in writing by this subcontractor before
the purchase of any exterior facing masonry units.
2. Obtain masonry units from one manufacturer, of uniform texture and color for
each kind required, for each continuous area and visually related areas.
3. All split face and smooth face concrete block will be custom colored to match
colors indicated on drawings.
B. Masonry Units:
I. Concrete Building Brick: Concrete building brick will conform to ASTM
Specification C55, Grade N-I, pol, poll, G-I or G-ll except that brick exposed to
the weather will be Grade U-I or U-ll with a minimum compressive strength of
3,500 psi average of five specimens or 3000 psi for individual unit. Brick will
be in modular sizes.
2. Concrete Masonry Units:
a. Hollow Concrete Masonry Units used in load-bearing masonry or
subject to action of weather or soil will conform to ASTM C90.
b. Hollow Concrete Masonry Units used in non load-bearing masonry not
subject to the action of weather or soil wi II conform to ASTM C 129.
04200 - 7
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 04200
UNIT MASONRY
PART 2 - PRODUCTS (continued)
c. Lightweight Hollow Concrete Masonry Units used in load-bearing
masonry not subject to action of weather or soil will conform to ASTM
C90; using lightweight aggregates conforming to ASTM C331.
d. Solid Concrete Masonry Units will conform to ASTM C145.
e. Units will be in modular sizes. Corner units will have split face external
corners. Provide bond beam units and other special units as necessary
for the condition shown. The texture of units will match the approved
samples for the type of construction and locations designated. Units will
not contain iron spots or other substances that will stain masonry
surfaces.
3. All exterior split face and smooth concrete block including pre-cast coping on
lintels will contain the recommended amount of integral water-repellent known
as the Dry-Block System block admix as manufactured by Forrer Chemical
Company, Milwaukee, Wisconsin, telephone: (414) 354-4400.
4. Exterior concrete block will be manufactured by a Dry-Block qualified producer
using normal weight aggregates to give a tight block, to comply with ASTM C-
33 and meet requirements of ASTM C-90, Grade N.
5. Split and smooth face block will be nominal eight (8) inches thick x eight (8)
inches high x 16 inches wide for exterior wall construction and four (4) inches
thick x eight (8) inches high x 16 inches wide for screen walls. Provide bond
beam units and other special units as necessary for condition shown.
6. Classification for all exterior facing units or units below grade will be:
a. Type I - Moisture-Controlled Units; Class Normal Weight 125#/ft3 or
more. Type II units may be provided for project sites where the annual
mean relative humidity as defined by ASTM C90, is 75% or greater.
b. Grade N - High strength and resistance to moisture penetration and
severe frost action.
7. Classification for all interior units including back-up units for exterior walls:
a. Type I - Moisture-Controlled; Class Light Weight, not more than
1 05#/ft3.
b. Grade N - Above grade in interior application.
04200 - 8
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 04200
UNIT MASONRY
PART 2 - PRODUCTS (continued)
8. Compressive Strength Requirements for Normal Weight Units:
a. Minimum: 3,500 psi, average of three (3) units.
b. Individual Unit: 3,000 psi.
9. Water Absorption Requirements for Normal Weight Limits:
a. Provide wind driven protection according to ASTM E514, Class E.
10. Curing:
a. Cure units in a moisture controlled atmosphere or in an autoclave at
normal pressure and temperature to comply with ASTM C, 90 Type I.
b. Limit moisture absorption during delivery and until time of installation
to the maximum percentage specified from Type I units for the average
annual relative humidity.
PART 3 - EXECUTION
3.01 PRECAUTIONS AND GENERAL REQUIREMENTS
A. Provide level and solid bearing in masonry walls directly under poured concrete slabs,
structural steel beams, trusses, and steel joists. Solid bearing will be of sizes and
thickness indicated and consist of at least six (6) courses of brick, or two (2) courses of
solid concrete masonry units.
B. The open space at expansion joints will be kept free of mortar by using a continuous
wood or metal strip temporarily set in the wall.
c.
Where fresh masonry joins masonry that is partially set or totally set, clean the exposed
surface ofthe set masonry and wet it lightly to obtain the best possible bond with the
new work. Remove all loose units and mortar. If it is necessary to stop-off a horizontal
run of masonry, this will be done by racking back one-half brick length in each course.
D. Before closing up any pipe, duct or similar inaccessible spaces or shafts with masonry,
remove all rubbish and sweep out the area to be enclosed.
3.02 LAYING SPLIT FACE BLOCK
A.
Lay block plumb, level and true to line with full mortar coverage on horizontal and
vertical face shells. Except where other pattern is indicated or specified, lay units in
running bond pattern. Lay ribbed split face block units in a stack bond pattern, ribs will
be aligned and true to within 1/8 inch in 10 feet. All joints in block work and joints
between block units and other materials required in connection will be filled with mortar
as each course is laid.
04200 - 9
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 04200
UNIT MASONRY
PART 3 - EXECUTION (continued)
B. Bond facing units to columns and spandrels with metal ties.
C. Maintain joint widths shown, except for minor variations required to maintain bond
alignment. If not otherwise indicated, lay walls with 3/8 inch joints. Tool exposed joints
slightly concave. Rake out mortar in preparation for application of caulking or sealants
where shown.
D. Where spandrel or other flashing or waterproofing turns out and terminates in horizontal
mortar joints and over top of steel lintels or shelf angles, provide weep holes, 5/16 to 3/8
inch diameter, in the mortar joint to permit water to drain from the wall. Space weep
holes approximately 24 inches apart horizontally . Weep holes will be Y. inch round by
four (4) inches long medium density polyethylene plastic tubes unless noted otherwise.
E. Build in flashings, flashing blocks, access panels and other work at locations indicated
on drawings.
3.03 LAYING CONCRETE MASONRY UNITS
A. Lay hollow concrete masonry units with full mortar coverage on horizontal and vertical
face shells except that webs also will be bedded in all courses of piers, columns,
pilasters, in starting course on footings and solid foundation walls and around cells that
are to be reinforced or filled with grout. Lay solid units with full head and bed joints.
Make joints uniform, approximately 3/8 inch thick unless indicated otherwise.
B. This subcontractor will set units plumb and true to line. All units will be layed with
level horizontal joints. Except where specified or shown otherwise, units will be laid in
running bond. This subcontractor will be responsible for any damages due to
discrepancies in dimensions or elevations upon failure to check same and make such
report.
C. Provide continuous vertical expansion and control joints in concrete masonry unit walls,
partitions, furring and at locations on drawings. Form joints as detailed. Joint
reinforcement will not continue across control joints unless it is indicated on drawings.
Control joints will extend through bond beams, unless indicated otherwise. Control
joints on the outside face of exterior walls will be raked out for a depth of % inch and left
ready for caulking_ Control joints on exposed to view faces of interior walls and
partitions will be raked to a depth of 3/8 inch and neatly tooled square and smooth.
D. Masonry furring on exterior walls and all interior masonry partitions will terminate
against beam soffits or structural ceilings. All masonry partitions between leased
storerooms will be wedged tight against structural ceiling or beams but provide a paper
joint between top of masonry and the structural ceiling.
E.
Where electric conduit, outlet and switch boxes occur, grind and cut units before
building-in services. Coordinate work with electrical contractor.
04200 - 10
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 04200
UNIT MASONRY
PART 3 - EXECUTION (continued)
F. Joints of interior concrete masonry units will be cut flush and tooled to form a concave
joint. Joints in surfaces to be plastered, stuccoed, or covered with other cementitious
material will be cut flush. No voids or weeping will be permitted.
3.04 PEA GRAVEL GROUT
A. All reinforced masonry walls indicated to be grouted will be filled in solid with 2,500 psi
pea gravel grout.
B. Grout will be a mixture of one part cement and three parts masonry sand and two parts
3/8 inch maximum pea gravel. Not more than 5 percent of the pea gravel will pass a
number 8 sieve. As much water as possible will be added to produce a consistency for
pouring without segregation of ingredients.
C. Grout will be installed by the low-lift method:
I. Vertical reinforcing will be held in position at the top and bottom and at
intervals not exceeding 92 diameters of reinforcement.
2. Reinforcing steel splices will be 48 bar diameters but in no case less than 24
inches.
3. Reinforcing steel will be secured in place and inspected before grouting starts.
4. In exterior reinforced masonry walls there will be not less than one (I) \I, inch
bar or two (2) 3/8 inch bars on all sides, and adjacent to, every opening which
exceeds 24 inches in either direction, and such bars will extend not less than 40
diameters, but in no case less than 24 inches beyond the corners ofthe openings.
5. All reinforced hollow-unit masonry will be built to preserve the unobstructed
vertical continuity of the cells to be filled. Mortar droppings will be kept out of
the grout space.
6. Walls and cross webs forming such cells to be filled will be fully bedded in
mortar to prevent leakage of grout.
7. All head (or end) joints will be solidly filled with mortar for a distance in from
face of the wall or unit not less than the thickness of the longitudinal face shells.
8. Bond will be provided by lapping units in successive vertical course or by
equivalent mechanical anchorage.
9.
Vertical cells to be filled will have vertical alignment to maintain a continuous
unobstructed cell area not less than two (2) inches x three (3) inches.
10. Use only type M mortar for reinforced masonry walls.
04200 - 11
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 04200
UNIT MASONRY
PART 3 - EXECUTION (continued)
11. All grouts will be puddled or vibrated in place.
12. All cells containing reinforcement will be filled solidly with grout. Vertical
cells containing reinforcement will be filled solidly with grout in lifts not
exceeding eight (8) feet - zero (0) inches in height.
13. If the work is stopped for one hour or longer, horizontal construction joints will
be formed by stopping the pour of grout I \I, inches below the top of the
uppermost unit.
14. Cleanout openings will be provided at the bottom of all cells to be filled at each
lift or pour of grout where such lift or pour of grout is in excess of four (4) feet
in height. Any other hanging mortar or obstruction or debris will be removed
from the sides of such cell walls. The cleanouts will be grouted after inspection.
3.05 POURED-IN-PLACE CONCRETE FILLS
A. All poured-in-place concrete fills will be placed in areas detailed on drawings. Concrete
will have a minimum compressive strength of3,000 psi.
3.06 POINTING AND CLEANING MASONRY
A. Point all holes in exposed masonry. Cut out defective joints and repoint them with
mortar.
B. Concrete masonry units will have all loose mortar cleaned off and all stains removed.
3.07 CLEANUP
A. Upon final completion of all masonry work, this subcontractor will remove all unused
material, debris, and equipment from the site.
END OF SECTION
04200 - 12
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 05410
METAL STUD FRAMING
Issued Final
JAN 31 Z001
SECTION 05410
METAL STUD FRAMING
PART 1- GENERAL
1.01 DESCRIPTION
A. Scope:
I. Furnish all labor, equipment, and materials necessary to erect metal stud
partitions and framing complete as located and detailed on drawings.
2. Furnish and install structural studs located and detailed on drawings.
3. All walls separating tenant occupancies will be one (I) hour firerated. Firerating
will be achieved by construction as specified in compliance with Factory Mutual
Wall Construction I-Ihr. (Non-loadbearing). Tenant divider walls will include
metal studs only (drywall is by tenant) from finished floor to underside of metal
deck or beam as condition applies.
4. Install all gypsum materials and accessories including sheathing and cement
board on metal stud partitions and framing where located and detailed on
drawings. Gypsum materials to be included under this work are specified under
Section 09250: Gypsum Wallboard.
B. Related Work Specified Elsewhere:
1. Section 05500: Metal Fabrication.
2. Section 06100: Rough Carpentry.
3. Section 07200: Insulation.
4. Section 07240: Exterior Insulation and Finish System.
5. Section 08110: Hollow Metal Doors and Frames.
1.02 QUALITY ASSURANCE
A. Requirements of Regulatory Agencies:
I. This subcontractor will be strictly governed by local and state authorities of this
area in order to perform this work.
05410 - 1
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 05410
METAL STUD FRAMING
PART 1 - GENERAL (continued)
2. During this work, this subcontractor will be responsible for maintaining safety
among persons in the subcontractor's employ in accordance with the standards
set by the OCCUPATIONAL SAFETY AND HEALTH ACT of 1970.
B. Reference Standards:
1. Factory Mutual (FM):
a. Fire Resistance Tests
2. Underwriters Laboratories, Inc. (UL):
a. Fire Resistance Directory
b. Building Materials Directory
1.03 PRODUCT STORAGE
A. Upon delivery to the site, store materials in their original unopened packages in an
enclosed shelter providing protection from damage from exposure to the elements.
Damage or deteriorated materials will be removed from the premises.
1.04 SUBSTITUTIONS
A. The materials or products specified and indicated on drawings by trade names,
manufacturer's name or catalogue number will be provided as specified. Substitutions
will not be permitted, except where approved by Architect/Engineer.
1.05 GUARANTEE
A. Furnish a written guarantee stating that all materials and work are guaranteed against
defects for a period of not less than one (1) year after completion and final acceptance of
the work. Defects due to faulty material or work developed during the guarantee period
will be satisfactorily replaced by this subcontractor at the subcontractor's expense.
05410 - 2
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 05410
METAL STUD FRAMING
PART 2 - PRODUCTS
2.01 MATERIALS
A. Light gage Structural Studs and Framing:
I. Complete light gage structural metal framing components including studs,
runners, blocking, lintels, clip angles, shoes, reinforcements, fasteners and
accessories will be punched Cee Stud with accessories in sizes and gages
detailed on drawings, as manufactured by Bostwick Steel Framing Co. or
approval equal. Light gage C-shaped metal studs will be fabricated from
commercial quality steel sheet with a minimum yield point of 33,000 psi
conforming to ASTM A 446, Grade A. Runners will be of sizes and gage
comparable to studs, shaped so that studs rest in runners. Galvanized finish on
metal framing components will be in accordance with ASTM A 525 with a
minimum G-60 coating.
B. Metal Studs:
1. Metal studs will be in depths of 1-5/8", 2-1/2", 3-1/4", 3-5/8", 4" or 6", and
formed of 20 gage galvanized steel. Use appropriate depth and gage as indicated
on drawings and use greater depths and gage where spans dictate as
recommended by metal stud manufacturer. Exterior studs when welded will be
minimum of 16 gage
a. USG ST Studs.
b. Bostwick Drywall Studs.
c. Gold Bond CW Screw Studs.
d. Milcor DW Studs.
C. Metal Runners:
1. Metal runners will be of sizes and gage comparable to metal studs, made of
galvanized steel and channel shaped so that metal studs rest in runners at floor
and ceiling.
2. Metal runners will be one ofthe following:
a. USG ST Metal Runners.
b. Bostwick Drywall Track.
c. Gold Bond CW Screw Stud Track.
d. Milcor DW Track.
05410 - 3
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 05410
METAL STUD FRAMING
PART 2 - PRODUCTS (continued)
D. Metal Stud Fasteners:
1. Metal stud fasteners will be 3/8" Type "S" metal screws.
PART 3 - EXECUTION
3.01 METAL STUD AND CHANNEL ERECTION
A. General:
I. The Architect/Engineer has attempted to show every design condition and effect
required, however, arrangement, bracing, hanging, and support method for metal
studs will be the responsibility of the metal stud and drywall subcontractor.
B. Light Gage Structural Studs and Framing:
I. Structural studs will be aligned accurately according to drawing lay-out, and
securely attached with all connections welded or as detailed.
C. Metal Studs:
I. All partitions and framing will be aligned accurately according to drawings. All
runners will be securely attached to concrete slabs, metal joists or beams with
concrete stub nails or power driven anchors or other suitable fasteners, at 24"
O.C. Studs will be positioned vertically in the runners and spaced 16" or 24" on
center as detailed on drawings. When necessary, splice studs with a minimum
8" nested lap and attach flanges together with two (2) screws in each flange.
2. Place studs in direct contact with all abutting partitions, partition corners and
existing construction elements. Anchor all studs adjacent to partition
intersections and corners, to ceiling and floor runner flanges with metal lock
fasteners or by positive screw engagement with 3/8", Type "S", pan head screws
through each stud flange and runner flange.
3. Frame wall openings larger than 2' -0" square with double stud at each jamb of
frame except where more than 2 are either shown or indicated in manufacturer's
instructions. Install runner tracks and jack studs above and below wall openings.
Anchor tracks to jamb studs with stud shoes or by welding, and space jack studs
same as full height studs of wall. Secure stud system wall opening frame as
indicated on drawings.
4. Frame both sides of expansion and control joints with separate studs, do not
bridge joint with components of framing system. Refer to detail on drawings.
05410 - 4
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 05410
METAL STUD FRAMING
PART 3 - EXECUTION (colltinued)
3.02 DRYWALL, SHEA THING, AND CEMENT BOARD APPLlCA nON
A. Drywall, sheathing and cement board will be applied with long dimension parallel to
framing members, and all abutting ends and edges will occur over studs. All end joints
will be neatly fitted and staggered. Joints on opposite sides of the partition will be so
arranged as to occur on different studs. Materials will be cut neatly around all outlets
and switch boxes.
B. Attach board material to framing supports with screws space 8" on center at joints and
12" on center in the field of the board. Space fasteners not less than 3/8" from edges and
ends of board. Drive fasteners in the field of the board first, working towards ends and
edges. Hold material in firm contact with framing while driving fasteners. Drive
fastener head slightly below surface of gypsum drywall in a uniform dimple without
breaking face paper.
C. Ceiling System Erection:
1. Attach wall angles at ceiling height. Space 9-ga. hanger wires 48" o.c. along
main beams, within 6" of beam ends and walls not having wall angles. Install
main beams 48" o.c. and within 6" of walls. Align main beam slots for cross
furring channel and splice ends to insure continuity in each row.
2. Space cross furring channels 24" o.c. within 6" of walls without wall angles, at
panel end joints and 8" from gypsum panel end joints. Snap lock ends to main
beam and secure ends to wall angles with positive attachments.
3. At light fixtures, place hangers at each corner and at mid span of cross beams.
Install two cross beams to support lighting fixture and additional cross furring
channels 8" from each side of fixture.
4. Apply drywall panels of maximum practical length with long dimension
perpendicular to cross furring channels. Center end joints under channels and
stagger in adjacent rows. Fit ends and edges closely but not forced together.
Fasten panels to beams and channels with I" Type S-12 Screws spaced 12" o.c.
in field of panels and along abutting ends and edges.
3.03 CLEANUP
A. Upon completion of work, this subcontractor will promptly remove all unused material,
debris and equipment from site.
END OF SECTION
05410 - 5
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 05500
METAL FABRICATIONS
lsslIedFinal ~1
SECTION 05500
METAL FABRICATIONS
PART 1 - GENERAL
1.01 DESCRIPTION
A. Scope:
I. The work required under this section consists of all miscellaneous metal work and
related accessories required to complete the work as located and detailed on
drawings.
B. Related Work Specified Elsewhere:
1. Section 04200: Unit Masonry.
2. Section 05100: Structural Steel.
3. Section 05210: Steel Joists.
4. Section 05410: Metal Stud Framing.
5. Section 07600: Flashing and Sheet Metal.
1.02 QUALITY ASSURANCE
A. Requirements of Regulatory Agencies:
I. This subcontractor will be licensed and governed strictly by local and state
authorities of this area in order to perform this work.
2. During this work, this subcontractor will be responsible for maintaining safety
among persons in the subcontractor's employ in accordance with the standards set
by the OCCUPATIONAL SAFETY AND HEALTH ACT of 1970.
3. Any material or operation specified by reference to the published specifications of
a manufacturer, the American Society for Testing and Materials (ASTM), the
American Iron and Steel Institute (AISI), The American Institute of Steel
Construction (AISC), the American Hot Dip Galvanizers Association (AHDGA),
The American Welding Society (A WS) or other published standard, will comply
with the requirements ofthe current specification of standard listed.
05500 - 1
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 05500
METAL FABRICATIONS
PART 1- GENERAL (continued)
B. Reference Standards:
I. American Society for Testing and Materials (ASTM):
a. ASTM A36 - Standard Specification for Structural Steel.
b. ASTM A48 - Standard Specification for Gray Iron Castings.
c. ASTM A53 - Standard Specification for Pipe, Steel, Black and
Hot-dipped, Zinc-coated, welded and seamless.
d.
ASTM A 123 - Standard Specification for Galvanizing rolled,
pressed, and forged steel shapes, plates, bars and strip 1/8 inch thick and
heavier.
e. ASTM A283 - Standard Specification for low and intermediate
tensile strength carbon steel plates of structural quality.
f. ASTM A306 - Standard Specification for steel bars and bar-size,
shapes.
g.
ASTM A386 - Standard Specification for galvanizing assembled
steel products.
h. ASTM A501 - Standard Specification for Hot-formed welded and
seamless carbon steel structural tubing.
I. ASTM A536 - Standard Specification for Ductile Cast Iron.
1.03
SUBMITTALS
A. Shop Drawings:
I. Submit four (4) sets (I set sepia) copies of shop drawings to Architect/Engineer for
approval of all miscellaneous metal fabrications and assemblies. Submit drawings
in accordance with requirements described in this section. Obtain approval of
drawings prior to proceeding with manufacturing.
2. Shop drawings will include plans, elevations, sections and details of the work,
indicating in detail the construction, fabrication, assembly, methods of installation
and attachment, type, size of all members, spacing and location of welds, and
anchoring devices, pertinent data as to thickness, dimensions and exposed finishes.
05500 - 2
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 05500
METAL FABRICATIONS
PART 1 - GENERAL (continued)
3.
Shop drawings will clearly indicate the work which is furnished and installed by
this Section and/or installed by other trades, and all work of all trades on which
this work is dependent.
B. Product Literature:
I. Submit printed manufacturer's literature, data sheets and/or catalog cuts for all
items which are pre-fabricated and will be provided as part ofthe work of this
section. Submit shop drawings for installation as specified.
1.04 PRODUCT DELIVERY, STORAGE, AND HANDLING
A. Deliver all materials in substantial, protective cartons and with protective masking. Retain
masking until after completion of building, unless otherwise determined by the Project
Superintendent.
B. Store all materials indoors. Locate and keep free from building contamination as might
occur during the course of building construction.
C. Handle all materials carefully so as not to injure surface finishes. Surfaces marred in the
course of delivery, storage, handling, fabrication or erection will be cause of rejecting
entire member. In the event of damage, immediately make all repairs and replacements
necessary to the approval of the Architect/Engineer and at no additional cost to the Owner.
1.05 SUBSTITUTIONS
A. The materials or products specified herein and indicated on drawings by trade names,
manufacturer's name or catalogue number will be provided as specified. Substitutions will
not be permitted, except where written approval is given by the Architect/Engineer.
1.06 GUARANTEE
A. Furnish a written guarantee stating that all materials and work are guaranteed against
defects for a period of not less than one (I) year after completion and final acceptance of
work. Defects due to faulty material or work developed during the guarantee period will be
satisfactorily replaced by this subcontractor at the subcontractor's expense.
PART 2 - PRODUCTS
2.01 MATERIALS
A. Steel plates, shapes and bars will conform to ASTM A36.
B. Steel plates to be bent or cold-formed will conform to ASTM A283, Grade C.
C. Steel tubing, hot-formed, welded or seamless will conform to ASTM A501.
05500 - 3
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 05500
METAL FABRICATIONS
PART 2 - PRODUCTS (continued)
D. Steel bars and bar size shapes will conform to ASTM A306, Grade 65, or ASTM A36.
E. Steel pipe will conform to ASTM A53. Grade A, Schedule 40.
F. Gray cast iron will conform to ASTM A48, Class 30.
G. Ductile cast iron will conform to ASTM A536.
H. Aluminum alloys will conform to standards and designations of the Aluminum Association
and conform to the following standards:
I. Sheet and plate will conform to ASTM B-209
2. Extruded bars, rods, shapes, and tubes will conform to ASTM B-221.
3. Bars, rods and wire will conform to ASTM B-211.
4. Standard structural shapes will conform to ASTM B-308.
5. Extruded structural pipe and tubes will conform to ASTM B-429.
6. Welding rods and base electrodes will conform to A WS A 5.10.
I. Primer Paint on Ferrous Metal:
I. Primer used on ferrous metal surface (iron, steel) will conform to Federal
Specification TT-P-86 Type 1 and be equal to #10-99 Tnemec Primer as
manufactured by Tnemec Company, Inc. or #769 DampproofPrimer as
manufactured by Rust-Oleum Corporation.
2. Select primer which is compatible with the required finish coats of paint.
Coordinate selection of metal primer with finish paint requirements
specified in Section 09900: Painting and colors listed on drawings.
J. Galvanizing Repair Paint.
I. Galvanizing repair paint will be high zinc-dust content paint for regalvanizing
welds in galvanized steel, complying with Military Specifications Mil-P-21 035.
K. Dissimilar Metals Coating: Protective paint will be Scotch-Clad Brand Protective Coating
No. 1706 as manufactured by 3M Minnesota Mining and Manufacturing Co., 2501 Hudson
Rd., St. Paul, Minnesota 55119.
05500 - 4
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 05500
METAL FABRICATIONS
PART 2 - PRODUCTS (continued)
2.02 FABRICATION AND MANUFACTURE
A. Lintels:
1. Fabricate all steel angle lintels located and detailed on drawings. Lintels will have
a four (4) inch minimum bearing at each end unless detailed otherwise. Weld, bolt
or rivet members together as detailed to form a complete assembly.
B. Smoke Relief Vent and Roof Scuttle Frames:
1.
Furnish and install all channel frames required for smoke relief vents and roof
scuttle hatches as detailed on Drawings. Smoke relief vents and roof scuttle by
others - refer to Section 07830: Smoke Relief Vents and Section 07720: Roof
Scuttles.
C. Metal Ladders:
1. Fabricate and install all steel ladders required for high roof areas and roof scuttle
complete as detailed on Drawings. Ladders will be 18 inch wide, fabricate with
3/8 inch by 2-3/8 inch mild steel rails % inch round steel rungs headed into rails
with 1/8 inch projection beyond rail welded all around. Space rungs not over 12
inches o.c. Anchor ladders at top and bottom and at intermediate points not over
6'-0" apart with brackets secured to concrete or masonry with expansion bolts and
welded or bolted to structural steel as condition applies. Brackets will be of same
section as side rails and long enough to hold ladder seven (7) inches away from
wall.
D. Compactor Skid Plates:
1.
Furnish and install 1 '-4" wide x \I, inch thick steel compactor skid plates as located
and detailed on Sidewalk Drawings.
E. Compactor Guard Angle:
1. Furnish and install 6 inches by four inches by 3/8 inch masonry corner guard steel
angles occurring at compactor doors as detailed on Sidewalk Drawings.
F. Concrete Filled Posts:
I. Furnish all 6 inch diameter x 8' -6" long steel posts to be filled with concrete as
detailed on Sidewalk Drawings. Concrete fill by others.
G.
Compactor Gates:
I. Furnish, fabricate and install compactor gates including all operating hardware
complete as located on Drawing and detailed on Sidewalk Drawings.
05500 - 5
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 05500
METAL FABRICATIONS
PART 2 - PRODUCTS (contillued)
H. Wall Louvers:
1. Furnish and fabricate wall louvers required for electrical rooms as located on
Drawing. Louvers will be of sizes detailed fabricated from No. 14 aluminum,
standard mill finish.
1. Rolling Overhead Door Frames:
I. Furnish and fabricate steel angle and plate overhead door frame required for
Maintenance Room overhead door as located and detailed on drawings. All
connections to be continuous weld with all welds ground smooth.
J.
Tree Grates:
I. Furnish all tree grates located on Sidewalk Drawings at the Foot Court Entrance.
Grates will be Type RS-48 inch by 48 inch cast iron as manufactured by McKinley
Tree Grate, Inc., Fort Worth, Texas 76106. Furnish all grates complete with
frames.
K. Miscellaneous Metal Items:
I. Fabricate all miscellaneous items, such as angles, channels, plates, etc., as may be
indicated on drawings and not specifically mentioned in these specifications.
PART 3 - EXECUTION
3.01 PREPARATION OF SURFACES
A. All ferrous metal, except stainless steel will be properly cleaned and given one shop coat of
red lead or zinc chromate primer. Anchors that are built into masonry will be coated with
asphalt paint unless specified to be galvanized. Metal work to be encased in concrete will
be left unpainted unless specified or noted otherwise. Where hot-dip galvanized or
zinc-coated metal is specified or shown, it will not be shop primed unless specifically
required.
B. Hot-dip galvanizing or zinc coatings applied on products fabricated from rolled, pressed,
and forged steel shapes, plates, bars and strips will comply with ASTM Specification
A123. Hot-dip galvanized or zinc coatings for assembled steel products will comply with
ASTM Specification A386. Galvanized surfaces for which a shop coat of paint is specified
will be chemically treated to provide a bond for the paint. Except for bolts, nuts and other
fastenings, all galvanizing will be done after fabrication.
05500 - 6
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 05500
METAL FABRICATIONS
PART 3 - EXECUTION (continued)
3.02 METHODS AND WORK/INSTALLATION
A. Methods and Work:
I. Metal surfaces will be clean and free from mill scale, flake rust and rust pitting,
well formed and finished to shape and size with sharp lines and angles and smooth
surfaces. Shearing and punching will leave clean true lines and surfaces. Weld or
rivet permanent connections. Welds and flush rivets will be finished flush and
smooth on surfaces that will be exposed after installation. Do not use screws or
bolts where they can be avoided; where used, heads will be countersunk, screwed
up tight and threads nicked to prevent loosening.
2. Castings will be uniform quality, free from blowholes, porosity, hard spots,
shrinkage distortion or other defects. Castings will conform to the dimensions
indicated with a tolerance of plus or minus 1/8 inch, except in the dimensions of
covers and the openings to receive them will be limited to plus or minus 1/6 inch.
Castings will be smooth and well cleaned by shot blasting or other approved
method. Covers subject to street or foot traffic will have machined horizontal
bearing surfaces; provide machined bearing or contact surfaces for other joints
where indicated or required.
3. Fastenings will be concealed where practicable. Thickness of metal and details of
assembly and supports will give ample strength and stiffness. Joints exposed to
weather will be formed to exclude water. Provide holes and connections for the
work of other trades.
B. Installation:
I. At proper time, deliver and set in place items for metal work to be built into
adjoining construction. This subcontractor will erect items which require field
cutting, fitting, drilling or welding to structure.
2. Only experienced mechanics familiar with this particular type of work will be
employed. Installation work will be performed in accordance with these
specifications and approved shop drawings. All will be installed in a neat and
precise manner.
C. Dissimilar Metals Coating:
I. ANY DISSIMILAR METALS COMING IN CONTACT WITH EACH OTHER
WILL BE COATED WITH ASPHALTIC, BITUMINOUS, OR OTHERWISE
PROTECTIVE PAINT TO PREVENT CHEMICAL REACTION.
05500 - 7
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 05500
METAL FABRICATIONS
PART 3 - EXECUTION (continued)
3.03 CLEAN-UP
A. This subcontractor will remove from time to time as directed, all rubbish and debris
resulting from this work. Upon completion of the work, the subcontractor will remove all
unused materials, equipment, scaffolding, etc. and perform such final cleaning service as
may be necessary to leave the job in a condition acceptable to the Owner.
END OF SECTION
05500 - 8
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 06100
ROUGH CARPENTRY
Issued Final ~Ol
SECTION 06100
ROUGH CARPENTRY
PART 1 - GENERAL
1.01 DESCRIPTION
A. Scope:
I. This work includes the furnishing and installation of all treated wood nailers,
blocking, plates and plywood backing located and detailed on drawings.
2. Fire, decay and termite treatment of rough carpentry materials included under
this work is specified under Section 06300: Wood Treatment.
B. Related Work Specified Elsewhere:
I. Section 04200: Unit Masonry.
2. Section 06200: Finish Carpentry.
3. Section 07515: Membrane Roofing
(4-Ply Built-Up Over Insulating Lightweight Concrete Roof Deck).
4. Section07600: Flashing and Sheet Metal.
5. Section 08400: Entrances and Storefronts.
1.02 QUALITY ASSURANCE
A. Requirements of Regulatory Agencies:
I. This subcontractor will be strictly governed by local and state authorities of this
area in order to perform this work.
2. During this work, this subcontractor will be responsible for maintaining safety
among persons in the subcontractor's employ in accordance with the standards
set by the OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970.
B. Reference Standards:
1. Southern Pine Association (SPA):
a. SPA Standard Grading Rules.
06100 - 1
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 06100
ROUGH CARPENTRY
PART 1- GENERAL (continued)
2. American Plywood Association (APA):
a. APA Standard Grading Rules.
1.03 PRODUCT HANDLING
A. Delivery and Storage:
I. Keep material dry at all times. Protect against exposure to weather and contact
with damp or wet surfaces. Stack lumber and plywood, and provide air
circulation within stacks.
1.04 JOB CONDITIONS
A. Coordination:
I. Fit carpentry work to other work; scribe and cope as required for accurate fit.
Correlate location of furring, nailers, blocking, grounds and similar supports to
allow proper attachment of other work.
1.05 GUARANTEE
A. Furnish a written guarantee stating that all materials and work are guaranteed against
defects for a period of not less than one (I) year after completion and final acceptance of
the work. Defects due to faulty material or work developed during the guarantee period
will be satisfactorily replaced by this subcontractor at the subcontractor's expense.
PART 2 - PRODUCTS
2.01 MATERIALS
A. Wood Framing:
I. Furnish and install all wood blocking and furring as required and as indicated on
drawings. Unless otherwise noted, all wood framing and blocking will be 2"
nominal No.2 Southern Pine in accordance with the Grading Rules ofthe
Southern Pine Association. All wood furring strips will be nominal 1 x 3
Southern Pine No.3 or better. All interior wood blocking, framing and furring
will be fire rated and treated as specified under Section 06300: Wood Treatment
and exterior wood blocking and framing will be decay and termite treated as
specified under Section 06300: Wood Treatment.
.,
..~
B.
Treated plywood for exterior use will be of thickness detailed, standard exterior grade
APA plyscord. Fire rated plywood concealed and for interior use will be of thickness
detailed, EXP I or EXT grade. The above grade-trademark of the American Plywood
Association will appear on each sheet.
.);;
06100 - 2
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 06100
ROUGH CARPENTRY
PART 2 - PRODUCTS (continued)
C. Fasteners and Anchorages:
I. Provide size, type, material and finish as indicated and as recommended by
applicable standards and code requirements, complying with applicable Federal
Specifications for nails, staples, screws, bolts, nuts, washers and anchoring
devices. Provide metal hangers and framing anchors of the size and type
recommended by the manufacturer for each use including recommended nails.
2. Where rough carpentry work is exposed to weather, in ground contact, or in area
of high relative humidity, provide fasteners and anchorages with a hot dip zinc
coating (ASTM A 153).
PART 3 - EXECUTION
3.01 INSTALLATION
A. General:
I. Installation of all rough carpentry will be straight, true to line, squared, aligned,
plumbed and securely fastened in place, done in a workmanlike manner in
accord with the best practice.
2. Shimming will not be accepted without the approval of the on-site project
manager, except where required to true up furring, blocking and the like. If
shimming is required, use metal or fiber shims. Cardboard shims will not be
permitted.
B. Framing, Blocking and Furring:
~
1.
Install all framing, blocking, nailing strips, furring, plywood backing, etc., as
detailed on drawings to afford proper support of construction and materials,
including the work of other trades, and prepare to the sizes indicated and set true
at the proper elevations and levels to receive the finished work. Block or shim
out as required and securely fasten in place.
2. Secure rough carpentry to steel members by clips, hangers, or straps welded or
bolted to the steel and securely nailed, screwed or bolted to the woodwork and
required by conditions.
3. Wood Nailers and Blocking:
a. Provide wherever shown and where required for screeding or attachment
of other work. Form to shapes as shown and cut as required for true line
and level of work to be attached. Coordinate location with other work
involved.
06100 - 3
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 06100
ROUGH CARPENTRY
PART 3 - EXECUTION (continued)
b. Attached to substrate as required to support loading. Countersink bolts
and nuts flush with surfaces, unless otherwise shown. Build into
masonry during installation of masonry work. Where possible, anchor
to form work before concrete placement.
4. Framing, blocking, furring and all other rough carpentry items will be furnished
and installed with as few joints as possible to accommodate the work of other
Sections as noted on the drawings.
3.02 CLEANUP
.':0
":;;
~
A.
This subcontractor will remove from time to time as directed, all rubbish and debris
resulting from this work and upon completion of the work, remove all unused materials,
equipment, and debris as may be necessary to leave job in a condition acceptable to
owner.
END OF SECTION
06100 - 4
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 06300
WOOD TREATMENT
Issued Final ~001
SECTION 06300
WOOD TREATMENT
PART 1 - GENERAL
1.01 DESCRIPTION
A. Scope:
I. This work includes the treatment of all rough carpentry materials specified under
Section 06100: Rough Carpentry.
1.02 QUALITY ASSURANCE
A. Requirements of Regulatory Agencies:
I. This subcontractor will be strictly governed by local and state authorities of this
area in order to perform this work.
2. During this work, this subcontractor will be responsible for maintaining safety
among persons in the subcontractor's employ in accordance with the standards set
by the OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970.
B. Reference Standards:
1. American Wood Preservers Association (A WPA):
a. A WP A Standards P-5, C-2, C-9, C-20, and C-27.
2. Federal Specifications (FS):
a. FSfIT-W-550 - Wood Preservation Mixture.
b. FSfIT-W-571 - Wood Preservation Treating Practices.
3. American Society for Testing and Materials (ASTM):
a. ASTM E 84 - Surface Test Method for Surface Burning Characteristics of
Building Materials.
4. Underwriters' Laboratories (UL):
a. UL 723.
06300 - 1
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 06300
WOOD TREATMENT
PART 1 - GENERAL (continued)
5. National Fire Prevention Association (NFPA):
a. NFPA 255.
1.03 SUBSTITUTIONS
A. The materials or products specified and indicated on drawings by trade names,
manufacturer's name or catalog number will be provided as specified. Substitutions will
not be permitted, except where written approval is given by the Architect.
1.04 GUARANTEE
A.
Furnish a written guarantee stating that all materials are guaranteed against defects for a
period of not less than five (5) years after completion and final acceptance ofthe work.
Defects due to faulty material developed during the guarantee period will be satisfactorily
replaced by this subcontractor at the subcontractor's expense.
PART 2 - PRODUCTS
2.01 MATERIALS
A. Decay and Termite Resistant Wood Treatment:
I. All timbers, lumber and plywood specified for decay and termite resistant
treatment will be pressure treated with Osmose K-33 meeting A WPA Standard P-5
and FSm-W-550.
B. Fire Resistant Wood Treatment:
1.
All timbers, lumber and plywood specified for fire resistant treatment will be
pressure impregnated with Osmose Flame Proof fire retardant products.
PART 3 - EXECUTION
3.01 TREATMENT
A. Decay and Termite Resistant Wood Treatment:
I. Chemicals will be applied in a closed cylinder by vacuum-pressure process in strict
accordance with manufacturer's instructions and with the approved standards and
recommended treating practices as listed in A WPA Standards C-2 and C-9 or the
appropriate A WP A standard covering the commodity treated and as listed in
Fsm-W-571.
2.
After treatment and before shipment, lumber 2" nominal or less will be dried to a
15- 19% moisture content.
06300 - 2
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 06300
WOOD TREATMENT
PART 3 - EXECUTION (continued)
3. Plywood will be dried after treatment and before shipment to a moisture content of
18% or less.
B. Fire Resistant Wood Treatment:
I. Chemicals will be applied in a closed cylinder by vacuum-pressure process in strict
accordance with manufacturer's instructions to comply with the requirement for a
flame spread of25 or less with no evidence of significant progressive combustion
when tested for 30 minutes duration under the standard test method for Fire Hazard
classification of building materials (ASTM E-84, NFPA 225, UL 723 and A WPA
C-20 and C-27).
2. Each piece of fire retardant treated lumber or plywood will bear the mark of
Underwriters' Laboratories FR-S Label, indicating compliance with the fire hazard
classification. This designation denotes a surface-burning characteristics rating of
25 or less for flamespread.
3. After treatment and before shipment, all fire treated wood will be dried to an
average moisture content of 19% or less.
4. Surfaces of wood that are to be exposed or painted will be free from sludge or
deposits of salts that would affect its paintability.
END OF SECTION
06300 - 3
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 071 05
FULLY ADHERED ELASTIC MEMBRANE WATERPROOFING
Issued Final JAN 31 ZOO1
SECTION 07105
ELASTIC MEMBRANE WATERPROOFING
PART 1- GENERAL
1.01 DESCRIPTION
A. Scope:
I. Furnish all labor, equipment and materials necessary to apply membrane
waterproofing to exterior parapet wall areas where shown on drawings.
B. Related Work Specified Elsewhere:
1. Section 04200: Unit Masonry.
2. Section 05410: Metal Stud Framing
3. Section 06100: Rough Carpentry
1.02 QUALITY ASSURANCE
A. Applicator Qualifications:
1. Membrane will be applied by an established subcontractor fully experienced in this
type of work and subject to verification of capability, facilities, personnel, financial
responsibility, and list of completed projects comparable to the scope of this
project.
B. Requirements of Regulatory Agencies:
I. This subcontractor will be strictly governed by local and state authorities of this
area in order to perform this work.
2. During this work, this subcontractor will be responsible for maintaining safety
among persons in the subcontractor's employ in accordance with the standards set
by the OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970.
1.03 SUBMITTALS
A. Samples:
1.
Submit three (3) samples ofthickness specified to the Architect/Engineer for
approval prior to application of membranes.
07105 - 1
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 07105
FULLY ADHERED ELASTIC MEMBRANE WATERPROOFING
PART 1 - GENERAL (continued)
B. Product Data:
I. Submit three (3) sets of manufacturer's catalog and data sheets, application
instructions and details, clearly marked, to identity project requirements to the
Architect/Engineer for approval prior to application of membranes.
1.04 PRODUCT DELIVERY, STORAGE, AND HANDLING
A. ALL ELASTIC MEMBRANE MATERIALS WILL BE DELIVERED, STORED,
MAINTAINED AND APPLIED IN A DRY CONDITION. ANY MATERIAL WHICH
CONTAINS MOISTURE AT TIME OF INSTALLATION WILL NOT BE USED ANY
PROMPTLY REMOVED FROM THE SITE.
B. Materials will be delivered in their original, unopened containers, clearly labeled with
manufacturer's name, brand name, and such identifying numbers as are appropriate.
Adhesives will be store between 600 F and 800 F. Should they be exposed to lower
temperatures, restore to room temperature for three to five days prior to use. Do not use
materials damaged in handling or storage.
C. Store all materials on pallets off of the deck or ground and provide adequate covering to
prevent intrusion of moisture and to preclude condensation under the cover. Protect all
moisture or temperature sensitive materials from the weather at all times.
1.05 JOB CONDITIONS
A. Environmental Requirements:
1. Do not apply unless temperature is 400 F or higher. Application will not proceed
during inclement weather.
B. Protection:
I. Any defacing of exposed masonry facing or any other materials will be remedied
by this subcontractor to the entire satisfaction of the owner.
1.06 SUBSTITUTIONS
A. The materials or products specified and indicated on drawings by trade names,
manufacturer's name or catalogue number will be provided as specified. Substitutions will
not be permitted, except where approved by Architect/Engineer.
07105 - 2
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 07105
FULLY ADHERED ELASTIC MEMBRANE WATERPROOFING
PART 1- GENERAL (continued)
1.07 GUARANTEE
A. Furnish a written guarantee stating that all materials and work are guaranteed against
defects for a period of one (I) year after completion and final acceptance of work and that
all materials and installation are in complete accordance with these and manufacturer's
written specifications and/or recommendations. Defects due to faulty material or work
developed during the guarantee period will be satisfactorily repaired by this subcontractor
at the subcontractor's expense.
PART 2 - PRODUCTS
2.01 MATERIALS
A. Elastic sheet Membrane will be Brite-Ply, as manufactured by Carlisle SynTec Systems,
Division of Carisle Corporation.
B. Adhesives, splicing cement, seam sealants, etc., will be in accordance with manufacturers
latest products and procedures.
PART 3 - EXECUTION
3.01 GENERAL
A. All materials furnished, and the workmanship required for their installation, must be in
strict accordance with manufacturer's specifications, printed or otherwise, to qualify the
complete system for the required warranty coverage.
3.02 PREPARATION
A. Preparation of Surfaces:
I. Plywood will be dry, and/or masonry will also be dry and properly cured.
2. Surfaces will be clean, smooth and finn, free of holes, dust, dirt and loose mortar,
fins, and metal projections or any other substance which might prevent bonding
and placing of a continuous membrane. Air pockets will be opened up and filled.
All surfaces will be kept clean during progress or work. In the event of rain or
heavy dew, surface will be allowed to dry thoroughly before resuming work.
3. All joints and cracks and openings around penetrations will be caulked.
07105 - 3
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 07105
FULLY ADHERED ELASTIC MEMBRANE WATERPROOFING
PART 3 - EXECUTION (continued)
3.03 INSTALLATION/APPLICATION
A. General:
I. It is important to begin the installation of this system at the top of metal counter
flashings. Membrane is to be laid out on roof and attached thru flashing with
termination bars then back wrapped and full adhered to sub-strait. Membrane shall
be extended up and over parapet and fastened to top plate.
2. Care will be exercised during the installation of this membrane system to prevent
the contamination of the white surface of the membrane with adhesive and or
splicing cement.
3.04 CLEANUP
A. Upon final completion of all work, this subcontractor will remove all unused material,
debris and equipment from the site.
B. This subcontractor will be responsible for keeping the building, site and access roads clean
and free of debris at all times and secure a disposal site of all debris.
END OF SECTION
07105 - 4
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 07200
INSULATION
lvsued Final
SECTION 07200
INSULATION
PART 1- GENERAL
1.01 DESCRIPTION
A. Scope:
I. This work includes the furnishing of all insulation where located and detailed on
drawings.
B. Related Work Specified Elsewhere:
1. Section 05410: Metal Stud Framing.
1.02 QUALITY ASSURANCE
A. Requirements of Regulatory Agencies:
I. This subcontractor will be licensed and governed strictly by local and state
authorities of this area in order to perform this work.
2. During this work, this subcontractor will be responsible for maintaining safety
among persons in the subcontractor's employ in accordance with the standards
set by the OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970.
1.03 PRODUCT DELIVERY, STORAGE, AND HANDLING
A.
Delivery of Materials:
I. Deliver insulation materials to project site in manufacturer's original unopened
packaging with manufacturer's brand name and product type clearly marked.
B. Storage of Materials:
1 . Store materials under cover in dry place and in a manner to prevent damage or
intrusion offoreign matter.
1.04 SUBSTITUTIONS
A.
The materials or products specified and indicated on drawings by trade names,
manufacturer's name or catalogue number will be provided as specified. Substitutions
will not be permitted, except where approved by Architect/Engineer.
~:;;
~
07200 - 1
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 07200
INSULATION
PART 1- GENERAL (continued)
1.05 GUARANTEE
A. Furnish a written guarantee stating that all materials are guaranteed against defects for a
period of not less than one (I) year after completion and final acceptance of the work.
Defects due to faulty material developed during the guarantee period will be
satisfactorily replaced by this subcontractor at the subcontractor's expense.
PART 2 - PRODUCTS
2.01 MATERIALS
A.
Wall Insulation will be as follows and will be installed where indicated on drawings:
~
1. Batt (blanket type) insulation will be full thickness where insulation is indicated
on drawings. Conform to Federal Specifications HH-I-52c, Type I, Class C.
2. Batt type 3\'2 inch minimum thickness, "R" value = II composed of spun
mineral fibers or fiber glass wrapped one side with a flame resistant foil faced
vapor barrier with flanges at edges for installation. Width of batt will be sized to
fit stud spacing.
3. Sound attenuation insulation will be batt type, unfaced, glass fiber, 3 \'2 inch
thick.
4. Rigid insulation, as required and detailed on drawings.
B. Masonry Block Wall Insulation:
1.
The masonry block wall loose fill insulation will be Zonolite masonry insulation
(12 inch block "R" value ~ 5.88) as produced by W. R. Grace and Company. A
specially treated, water repellant, free flowing, inorganic material, processed for
the specific purpose of insulation masonry walls and will conform to ASTM
specification C-516 vermiculite loose fill insulation or Federal specification
HH-I-585B and be treated for water repellency.
~;
;*
a. Acceptable alternate is silicone treated perlite loose fill insulation
conforming to ASTM C-549 and Federal Specification HH-I-574b and
will be a product of a member of the Perlite Institute, Inc.
2. Masonry insulating insert units will be Korfil Block insulation as manufactured
by Korfil, Inc., West Brookfield, Massachusetts, or similar.
.,~<:.
':'~ :
~~~
07200 - 2
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 07200
INSULATION
PART 2 - PRODUCTS (continued)
3. Foamed-in-Place insulation will be allowed if approved by Local Codes.
Acceptable products:
a. Core-Fill-500 manufactured by Tailored Chemical Products, Inc., of
Hickory, NC.
b. Tripolymer manufactured by C.P. Chemical Company, Inc., of White
Plains, New York.
c. Thermco foam with T -17 manufactured by Thermal Corporation of Mt.
Pleasant, Iowa.
d.
Polymaster foam with R-50I manufactured by Polymaster, Inc. of
Knoxville, TN.
C. Perimeter Insulation:
1. Perimeter insulation will be an expanded Polystyrene extruded smooth skin or
cut cell surface of density equal to the code requirement.
a. One (I) inch minimum thickness or thickness noted on drawings.
b. Width of board will be 24 inches wide
PART 3 - EXECUTION
3.01 Installation:
A.
Wall insulation installed under Section 06200.
I. Secure wall insulation to steel framing. Exercise caution to prevent tears or gaps
in the vapor barrier. Install with vapor barrier to the inside, lap flanges for
effective seal.
2. Pack loose insulation in narrow spaces where fasteners cannot be installed, to
insure complete insulation from the exterior.
3. I nstall rigid insulation where indicated on drawings.
B. Sound attenuation batts will be installed under Section 06200.
I. Install in partitions and over ceilings where noted on drawings.
\~
2.
Friction fit batts into stud spaces and secure as required. Cut and fit around all
outlets, junction boxes, etc.
07200 - 3
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 07200
INSULATION
PART 3 - EXECUTION (continued)
C. Masonry loose fill insulation installed under Section 04200:
I. Insulation will be poured from the bag into the hollow core concrete block
directly or via a hopper placed on top of the wall. Pours may be made at any
convenient interval, but the height of any pour will not exceed 8'-0". Rodding or
tamping is not necessary. Weep holes will be filled with glass fiber rope or
copper screen to prevent leakage of insulation.
D. Foamed insulation will be installed by manufacturers approved applicators, experienced
in the type of application required. Comply strictly with manufacturers printed
instructions.
E. Perimeter insulation installed under Section 03310.
1. Perimeter insulation will be laid in place to receive concrete floor slab pour.
2. Insulation will be installed as indicated on the drawings.
END OF SECTION
07200 - 4
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 07240
EXTERIOR INSULATION AND FINISH SYSTEM
IssuedFinal JAN 31 200\
SECTION 07240
EXTERIOR INSULATION AND FINISH SYSTEM
PART 1 - GENERAL
1.01 DESCRIPTION
A. Scope:
1.
Furnish all labor, materials, equipment and transportation necessary to complete
the installation of exterior insulation and finish system including [metal lath]
occurring at all exterior wall areas, screen walls, canopy fascias and canopy
ceilings as located and detailed on drawings.
B. Related Work Specified Elsewhere:
1. Section 04200: Unit Masonry.
2. Section 05410: Metal Stud Framing.
3. Section 09250: Gypsum Wallboard.
C. Description of System:
1.
This system incorporates the use of plastic veneer finish coating with woven
glass fiber fabric embedded in plastic veneer base and adhesive applied on
insulation board adhered to [metal lath on] masonry at exterior wall areas and
exterior grade gypsum sheathing at canopy fascias, and canopy ceilings.
Masonry and gypsum sheating back-up are by others.
}
1.02 QUALITY ASSURANCE
A. Requirements of Regulatory Agencies:
I. Exterior insulation and finish system will be listed by Factory Mutual (FM) or
Underwriters Laboratories (UL) as an acceptable system for use on
non-combustible construction.
2. This subcontractor will be licensed and governed strictly by local and state
authorities of this area in order to perform this work.
3.
During this work, this subcontractor will be responsible for maintaining safety
among persons in the subcontractor's employ in accordance with the standards
set by the OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970.
07240 - 1
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 07240
EXTERIOR INSULA nON AND FINISH SYSTEM
PART 1- GENERAL (continued)
B. Sample Wall Panel:
1.
In conjunction with and incorporated as part of the construction of the masonry
sample wall, (Section 04200) construct a sample panel minimum six (6) feet
wide by six (6) feet high with detail work reduced in scale and representative of
all details, materials, offset conditions, i.e., the sample wall will be a
miniaturized version ofthe final wall. Sample panel will be representative of the
finish systems with Architect/Engineer's approved colors and texture. No work
will commence until the Architect/Engineer has approved the sample panel for
the work involved. The approved panel will become the standard of comparison
for all work built of the materials that the approved panel includes. The panel
will not be altered, moved or destroyed until all work is completed.
C. Manufacturer's Representation at Job Site:
I. Subcontractor will notify manufacturer of exterior insulation and finish system
one week prior to commencement of this work and arrange to have a factory
representative at the job site at start of work. This representative will meet with
the project manager and subcontractor. Representative's duties will be to make
periodic visits to the site during installation procedures to verify construction
standards and be readily available to the project manager for consultations.
1.03 SUBMITTALS
A. Samples:
1.
Submit triplicate 12" x 12" samples on polystyrene board with veneer base
fiberglass mesh and plastic veneer finish of each proposed texture and color of
finish to be used to the Architect/Engineer for approval. Approval will be
obtained in writing prior to application.
2. Approved samples will become the basis of comparison for sample wall panel
and all finish work.
B. Certificates of Approval:
I. Submit Certificate of Subcontractor's Approval by system manufacturer.
C. Maintenance Kit
I. Supply maintenance kit to project manager and store where directed.
2. Maintenance kit will include enough material to repair 20 square feet and
containers of liquid will be unopened.
07240 - 2
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 07240
EXTERIOR INSULATION AND FINISH SYSTEM
PART 1 - GENERAL (continued)
1.04 PRODUCT DELIVERY, STORAGE, AND HANDLING
A. Deliver products in original unopened packing with manufacturer's identification clearly
marked.
B. Store products in a cool, dry place, out of direct sunlight and protected from the elements
and damage. Store at temperature of not less than 400 F.
1.05 JOB CONDITIONS
A. Environmental Requirements:
I. Application will be in temperatures above 400 F and on unfrozen surfaces.
2. Supplementary heat will be provided for application in temperatures less than
400 F.
3. Minimum temperature of 400 F will be maintained for at least 24 hours after
application.
B. Protection:
I. Protect adjoining facing materials against damage while work is in process. Any
damage to other materials will be remedied by this subcontractor to the entire
satisfaction ofthe owner.
1.06 SUBSTITUTIONS
A. The materials or products specified and indicated on drawings by trade names,
manufacturer's name or catalogue number will be provided as specified. Substitutions
will not be permitted, except where approved by ArchitectlEngineer.
B. The following will be considered as equals pending submission of complete information
for approval.
1. INSUL/CRETE as manufactured by INSUL/CRETE Co., Inc., Dow Chemical
Company, 4311 Triangle Street, McFarland, Wisconsin 53558,
telephone: (608) 838-4121.
2. R- Wall as manufactured by ISPO, Inc., 792 South Main Street, Mansfield,
Massachusetts 02048, telephone: (800) 343-1188.
3. STO as manufactured by STO Industries, Inc., 2189F Flintstone Drive, Tucker,
Georgia 30084, telephone: (404) 939-9590.
07240 - 3
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 07240
EXTERIOR INSULATION AND FINISH SYSTEM
PART 1- GENERAL (continued)
1.07 GUARANTEE
A. Furnish a written guarantee stating that all materials, installation and work are
guaranteed against defects for a period of not less than five (5) years after completion
and final acceptance ofthe work. Defects due to faulty material or work developed
during the guarantee period will be satisfactorily replaced by this subcontractor at the
subcontractor's expense.
B. Subcontractor will make inspection visits every six (6) months to the project site during
the guarantee period, make all necessary inspections and repairs, determine that
materials, installation and workmanship are performing as intended by plans and
specifications and submit to the owner a report of his findings and repairs.
Subcontractor will notify owner one week in advance of each visit and will be
accompanied by owner's representative for each visit.
PART 2 - PRODUCTS
2.01 MATERIALS
A. Exterior insulation and finish system will be as manufactured by Dryvit System, Inc.,
P.O. Box 1014, West Warwick, Rhode Island 02893, telephone: (800) 556-7752
consisting of the following components:
1. Adhesive - Primus:
a. Adhesive, by system manufacturer, will be compatible, both in body
strength and chemical structure, with masonry and exterior gypsum
sheathing backing (by others) and polystyrene insulation board to which
it is adhered.
2. Insulation Board:
a. Insulation board will be expanded polystyrene by system manufacturer,
in thicknesses indicated on drawings (minimum 3/4" thick) conforming
to Federal Specification HH-I-S24B, Type I, Class A, with a flame
spread of less than 25.
b. The density and shear modulus ofthe insulation board will be such that
it serves as a buffer between wall structure and exterior finish:
i.
It will be coordinated so that thermal and structural movements
in the wall structure and thermal contraction of the insulation
will not produce excessive shear stresses in the reinforced
coating.
07240 - 4
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 07240
EXTERIOR INSULATION AND FINISH SYSTEM
PART 2 - PRODUCTS
3. Portland Cement:
a. Portland. cement will be white conforming to ASTM C 150, Type I.
4. Water:
a. Water will be clear, clean and potable, without foreign matter in a
solution which might affect the color or setting qualities of the cement,
adhesive, or finish coat.
5. Plastic Veneer Base:
a. Plastic veneer base will be a hard, breathing type bonding layer by
system manufacturer.
b. The strength of the shear bond on the surface of the gypsum wallboard
(by others) or metal lath on masonry will be sufficient to develop the full
tensile strength of the reinforcing fabric.
6. Fiberglass Reinforcing Mesh
a. Standard reinforcing mesh will be balanced, open weave, glass fiber
type composed of twisted multi end strands, conforming to MIL- Y -1140
and specifically treated for compatibility with all components ofthis
system.
b. Heavy duty reinforcing mesh will be Panzer Mesh, balanced, open
weave, glass fiber type and specifically treated for compatibility with all
components ofthis system.
7. Plastic Veneer Finish:
a. The plastic veneer finish will be of a hardening, air cured mastic type
material by system manufacturer and manufacturer will guarantee that
all iron particles have been removed magnetically and therefore there
will be no staining or streaking on the panels due to any mineral deposits
in the mixture. Should staining, streaking or color change occur, panels
will be repaired/replaced by the Manufacturer at no expense to the
Owner. It will form a breathing type coating fully bonded and
compatible with the plastic veneer base to which it is applied.
Manufacturer to provide "primary mildew resistance" (PMR) protection
in the formulation of the plastic veneer finish for all surfaces receiving
same for project.
07240 - 5
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 07240
EXTERIOR INSULATION AND FINISH SYSTEM
PART 2 - PRODUCTS (continued)
I. Provide Medallion "primary mildew resistant" (PMR) to the
plastic veneer finish.
b. The plastic veneer finish colors will be as noted on the drawings. Refer to
exterior elevations.
c. Texture will be quartzputz regular and match approved samples.
B. Expanded metal lath will be copper alloy steel, galvanized, self-furring, and will be of
the following type and minimum weight:
1. Type: Diamond Mesh Lath, 2.5 pounds per square yard.
C. The waterproof coating required for base of block walls and columns will be Thoroseal,
as manufactured by The Standard Drywall Products, Inc. Color will be white.
Application will be in strict accordance with manufacturer's instructions.
D. Sealant System:
I. All sealant in contact with exterior insulation and finish system materials will be
tested for compatibility and performance with finish system materials and will
be approved in writing by the ArchitectlEngineer and exterior insulation and
finish system manufacturer prior to delivery and installation. Submit complete
manufacturer's literature, specifications, application instructions, and
certification of conformance and compatibility.
2. Sealant systems of the following manufacturers are approved subject to
compliance with these specification requirements and submittal of test data:
a. Dymeric sealant and Primer # I as manufactured by Tremco, Inc., 10701
Shaker Boulevard, Cleveland, Ohio 44103 telephone: (216) 292-5000.
b. Dynatrol II and Type P75 primer as manufactured by Pecora Corp., 165
Wambold Road, Harleysville, Pennsylvania 19438,
telephone: (215) 723-6051.
c. Sonolastic NPII and Primer 733 as manufactured by Sonneborn Building
Products, 7711 Computer Avenue, Minneapolis, Minnesota 55435,
telephone: (612) 835-3434.
d. PRC Rubber Calk 350 and Primer #17 as manufactured by Products
Research & Chemical Corp., 410 Jersey Avenue, Gloucester City, New
Jersey 08030, telephone: (609) 456-5700.
07240 - 6
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 07240
EXTERIOR INSULATION AND FINISH SYSTEM
PART 2 - PRODUCTS (continued)
Note: The primers listed are for sealing finish system to finish system. Sealant
manufacturer will submit recommendations and test reports for primers
used for sealing finish system to other building materials.
3. Backer rod (when needed) will be Dow Ethafoam or approved equal.
4. Bond breaker (when needed) will be as recommended by sealant system
manufacturer.
5. Color of sealant will match color of exterior insulation and finish system.
6. Furnish a written guarantee stating that all sealant materials, installation and
workmanship are guaranteed against defects for a period of not less than five (5)
years after completion and final acceptance of work, and that all materials and
installation are in complete accordance with these and manufacturer's written
specifications and/or recommendations. Defects due to faulty material or work
developed during the guarantee period will be satisfactorily repaired by this
subcontractor at the subcontractor's expense.
2.02 MIXING
A. Adhesive and Plastic Veneer Base:
I. Use clean plastic container, free of all foreign substance, for mixing and
preparing material. Containers which have come in contact with petroleum
products will not be used.
2. The Primus/Adhesive will be stirred to obtain a homogeneous consistency using
a Goldblatt Jiffler Mixer #15311H7 or equivalent, powered by a 1/2" drill at
400- 5 00 rpm.
3. While stirring the Primus/Adhesive, small amounts of Portland cement will be
added in increments to obtain a final ratio of one-to-one by weight. Stirring will
continue until the mixture is homogeneous:
a. Measure equal quantities of Primus/Adhesive and Portland cement in
separate containers before mixing.
4. Small amounts of water may be added to the mixture to adjust workability. The
mixture will not be "watered down".
5.
A period of five minutes will lapse after the initial mixing, then the mixture will
be tempered by stirring again.
07240 - 7
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 07240
EXTERIOR INSULATION AND FINISH SYSTEM
PART 2 - PRODUCTS (continued)
6. Mixture will be used immediately after tempering. Pot life is the same as
plater-like materials and depends on ambient temperature and humidity
conditions, and substrate. Keep container closed when not in use.
7. No additives or materials of any kind such as rapid binders, anti-freeze,
accelerators, filler, pigments, etc., will be added to any material under any
circumstances.
B. Plastic Veneer Finish:
I. The finish coating will be thoroughly stirred with a clean high-speed mixer such
as Goldblatt Jiffler Mixer #15311H7 or equivalent, powered by a 1/2" 400-500
rpm drill, until a uniform workable consistency is obtained.
2. A small amount of water may be added to adjust workability. The finish coating
will not be "watered-down". The water will be clear and potable.
3. No additives or materials of any kind, such as rapid binders, anti-freeze,
accelerators, fillers, pigments, etc. will be added.
4. The finish coating will be used immediately after mixing. The container will be
kept closed when not in use. Pot life depends on ambient temperature and
humidity conditions.
5. The mixing tool will be cleaned immediately after use.
C. Panzer Mesh:
1.
The reinforcing mesh will be "reverse-rolled" to remove the tendency of the
mesh to curl.
PART 3 - EXECUTION
3.01 INSPECTION
A. Prior to installation of the finish system, all exposed masonry and gypsum sheathing will
be examined as follows:
I. The surface will be free of foreign materials such as oil, dust, dirt, paint, wax,
glazing, water, moisture, frost, etc.
2.
Masonry walls will be examined for soundness, such as tightness of connections,
crumbling or looseness of surface, voids and projections, etc.
07240 - 8
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 07240
EXTERIOR INSULATION AND FINISH SYSTEM
PART 3 - EXECUTION (continued)
B. Notify the Architect/Engineer in writing of any serious defects or conditions that will
interfere with, or prevent a satisfactory installation; do not proceed with installation until
such defects or conditions have been corrected. The starting of installation work will
imply acceptance of the surfaces to receive the finish system and this subcontractor will
replace at the subcontractor's expense all areas that later on prove to be not satisfactory.
3.02 APPLICATION
A. Metal Lath:
I.
Install self-furring metal lath on all exposed masonry and cor-ten steel surfaces
with mechanical fasteners. Installation of metal lath will produce a sound and
secure substrate to receive the insulation and finish system.
B. Insulation Board:
1. The application ofInsulation Board to vertical surfaces will begin at the base
from firm, permanent or temporary support.
2. Board will be applied horizontally in a running bond pattern.
3. Precut insulation board as required to fit openings, projections, etc., stagger
vertical joints and corners.
4. Apply 2" wide x 3/8" thick ribbon of adhesive to entire perimeter of one face of
insulation board with trowel. Apply eight (8) 4" diameter x 3/8" thick dabs of
adhesive equally spaced in two rows, to area inside the perimeter ribbon.
5. The prepared insulation board will be immediately taken to the substrate and
applied as follows:
a. The insulation board will be lightly affixed to the substrate with the
lower horizontal edge and adjacent vertical edge 1/2" from the adjacent
insulation boards.
b. The insulation board will be pressed down and slid diagonally until it
tightly abuts the edges of the adjacent insulation boards.
c.
The entire outside surface of the insulation board will be tamped with
even pressure to insure complete contact of the adhesive mixture to the
substrate and planeness ofthe adjacent insulation boards. A straight
edge at least 6' long will be used for this purpose. If gaps occur, slivers
of insulation boards will be cut and shaped to fit the gaps and inserted,
without using the adhesive mixture.
07240 - 9
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 07240
EXTERIOR INSULATION AND FINISH SYSTEM
PART 3 - EXECUTION (continued)
6. A period of 24 hours will lapse to allow the adhesive mixture to form a positive
bond.
7. Any irregularity of the insulation board greater than 1/16 inch will be rasped
flush.
8. Grooves and other features will be routed into the outside surface of the
insulation board using a high-speed wood router and proper bit. The minimum
thickness of the insulation board at any point in the routed groove or feature will
not be less than % inch.
9. Form shapes of insulation board will be applied directly to the substrate or
surface of the insulation board.
10. All accessory items or expansion joints will be installed and completely bedded
in with adhesive.
C. Base Coat and Reinforcing Fabric
1. Surface of the insulation board will be inspected as follows:
a.
For flatness, using a straight edge. High areas and out-of-plane
insulation board joints will be sanded flat. Low areas will not be
built-up with adhesive mixture to form a flat surface.
b. For damage and foreign materials. Deficiencies will be corrected.
c.
For deterioration, visible as discoloration, due to weathering. Affected
areas will be sanded to remove deterioration while maintaining the
flatness of the surface.
2. Standard Base Coat:
a. Using a stainless steel trowel, apply adhesive mixture to the entire
surface of the insulation board to a uniform thickness of approximately
1/16 inch.
b.
The reinforcing mesh will immediately be embedded into the wet
adhesive mixture with concave surface facing the wall, using the trowel.
The surface ofthe adhesive mixture will be smoothed with the trowel
working from the center to the edge until the mesh is fully embedded
and all wrinkles have been smoothed. The pattern of the mesh will not
be visible beneath the surface ofthe adhesive mixture. Reinforcing
mesh will be continuous at corners and lapped a minimum of2-1/2
inches on all sides.
~
07240 - 10
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 07240
EXTERIOR INSULATION AND FINISH SYSTEM
PART 3 - EXECUTION (continued)
c. A period of24 hours will lapse to allow the first layer to form a positive
bond, and will be protected from damage and weather while curing.
d. The standard base coat will be used in the intermediate areas between
the heavy duty reinforcing mesh areas and at all canopy fascias and top
portion of exterior walls.
3. Double Mesh Base Coat:
a.
When double layers of reinforcing mesh are used for local reinforcing
only, the smaller impact layer will be installed first. The impact layer
will be installed per Standard Base Coat instructions. The surface of the
first layer will be examined after curing for projections, loose strands or
reinforcing mesh, and corrected to produce a flat surface.
~:S
$
.~
b. The second layer will be applied in the same manner as the first layer.
Edges of pieces of the reinforcing mesh in the two layers will be offset.
4. Heavy Duty Reinforcing Mesh Base Coat:
a. Heavy duty reinforcing mesh base coat will be used in areas suspect to
high and damaging impacts, pedestrian traffic and at exterior columns
and wall at entrances to a height of 6'-0" (min.) above finish concrete.
b. Using a stainless steel trowel, apply adhesive mixture to the entire
surface of the insulation board to a uniform thickness of approximately
3/32 inch.
c.
The heavy duty reinforcing mesh will immediately be embedded into the
wet adhesive mixture using the trowel. The surface of the adhesive
mixture will be smoothed with the trowel until the heavy duty
reinforcing mesh is fully embedded. The pattern of the mesh will not be
visible beneath the surface of the adhesive mixture. Ends of adjacent
heavy duty reinforcing mesh pieces will not be lapped. Heavy duty
mesh pieces will be worked into the adhesive mixture from the center to
the edges while smoothing out wrinkles.
d. A period of24 hours will lapse to allow the first layer to form a positive
bond, and will be protected from damage and weather while curing.
e. The surface of the first layer will be examined after curing for
projections, loose strands of reinforcing mesh and corrected to produce a
flat surface.
07240 - 11
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 07240
EXTERIOR INSULATION AND FINISH SYSTEM
PART 3 - EXECUTION (continued)
f. A second layer consisting of adhesive mixture and standard reinforcing
mesh will be applied over the heavy duty reinforcing mesh layer per
instructions listed previously.
5. Details of the installation of all base coats with additional reinforcing at the ends
of walls, corners of windows and doors, panel edges, corners, etc., will be in
strict accordance with the manufacturer's latest published detailed installation
instructions.
6. The plastic veneer base coating surface will be dry and hard before proceeding
to plastic veneer finish application.
D. Finish Coat:
1. The finish coat will be trowel applied continuously and in one operation to the
entire wall surface. A wet edge will be maintained. The finish coats will not be
allowed to set up in a distinct area. Sufficient manpower, scaffolding and
equipment, will be employed to insure a continuous operation and a uniform
appearance without color or texture variation. There will be no "blotchy" areas.
All areas which are found to be unacceptable by the Architect/Engineer will be
removed and replaced at this subcontractor's expense.
2. Work will proceed toward the joints and corners.
3. A clean stainless steel trowel will be used.
4. A small amount of water may be used to adjust the workability of the finish
material. The water will be clear and potable.
5. A tight coat of finish material will be applied to the base coat. Leveling and
texturing will take place in one operation.
6. The maximum thickness of the finish coat will be no greater than that of the
largest aggregate of the plastic veneer finish material.
7. Until dry, the finish coat will be protected from airborne contamination due to
dust, soot, etc., and from weather and other damage.
E. Sealant System:
1. Examine all surfaces of joints prior to application and notify the
Architect/Engineer of any condition detrimental to a satisfactory application.
All joints will be cleaned and free of dirt, oil, grease, moisture or other foreign
matter. Exterior installation and finish system will be cured prior to sealant
application.
07240 - 12
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 07240
EXTERIOR INSULATION AND FINISH SYSTEM
PART 3 - EXECUTION (continued)
2. Sealant systems will be applied by skilled applicators and work will be of
highest quality, completely water and weather tight. Apply sealant with hand
gun or air gun under sufficient pressure and through nozzle openings of such a
diameter so that a full bead of sealant is run into the joint and fills the opening
completely. All beads will be tooled immediately after application to insure
firm and full contact with the inner-face of the joint. Remove all excess material
and smears adjacent to joint as work progresses.
3.03 CLEANUP
A.
Upon final completion of all work, this subcontractor will remove all unused material,
debris and equipment from the site.
END OF SECTION
07240 - 13
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 07270
FIRESTOPPING
Issued Final --JAti-3-l1llD'
SECTION 07270
FIRESTOPPING
PART 1 - GENERAL
1.01 DESCRIPTION
A. Scope:
1. This work includes the furnishing and installation of all firestopping materials
required at wall terminations at roof deck or beam conditions as shown on the
drawings and for all wall and floor penetrations by mechanical and electrical
piping, conduits, etc. through fire rated partitions and floors. See drawings for
locations and details.
B. Related Work Specified Elsewhere:
I. Section 07951: Sealants and Caulking.
2. Division 15 - Mechanical.
3. Division 16 - Electrical.
1.02 QUALITY ASSURANCE
A. Requirements of Regulatory Agencies:
I. Contractor will be licensed and govemed strictly by local and state authorities of
this area in order to perform this work.
2. During this work, contractor will be responsible for maintaining safety among
persons in the contractor's employ in accordance with the standards set by the
OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970.
B. Reference Standards:
1. Underwriters Laboratories (UL):
a. UL 1479: Fire Tests of Through-Penetration Firestops.
b. UL Fire Resistance Directory: Through-Penetration Firestop Systems
(XHEZ) and Fill, Void or Cavity Materials (XHHW).
07270 - 1
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 07270
FIRES TOPPING
PART 1- GENERAL (continued)
2. American Society of Testing and Materials:
a. ASTM E814: Fire Tests of Through-Penetration Firestops.
b. ASTM E84: Surface Burning Characteristics of Building Materials.
1.03 SUBMITTALS
A. Submit four (4) copies of manufacturer's product specifications and data sheets to the
Architect/Engineer for approval. Approval will be obtained in writing prior to delivery.
1.04 PRODUCT DELIVERY, STORAGE, AND HANDLING
A. Delivery:
I. Materials will be delivered to job site in sealed containers with manufacturer's
original labels attached and accompanied by certification of compliance with
specifications.
B. Storage and Handling:
I. Materials will be stored and handled in strict accordance with manufacturer's
printed instructions.
LOS JOB CONDITIONS
A. Area of installation will be properly ventilated per manufacturer's recommendations.
B. Installers will provided protective gear such as gloves and eye protection to protect against
spillage.
C. Temperature limitations will be strictly adhered to per manufacturer's recommendations.
1.06 SUBSTITUTIONS
A. The materials or products specified and detailed on drawings will be provided as specified.
Substitutions will not be permitted, except where written approval is given by the
Architect/Engineer.
B. The following will be considered as equals pending submission of complete information
for approval.
1. Sonneborn ChemRex, Inc., 889 Valley Park Drive, Shakopee, Minnesota 55379,
telephone: (800) 433-9517.
07270 - 2
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 07270
FIRESTOPPING
PART 1- GENERAL (continued)
2. International Protective Coatings Corp., 725 Carol A venue, Oakhurst, New Jersey
07712, telephone: (800) 334-8796.
3. Metalcaulk, Metalines, Inc., 5551 N.W. 5th Street, P.O. Box 75699, Oklahoma
City, Oklahoma 73147, telephone: (800) 654-6778.
1.07 GUARANTEE
A. Fumish a written guarantee stating that all materials and work are guaranteed against
defects for a period of not less than two (2) years after completion and final acceptance of
the work. Defects due to faulty material developed during the guarantee period will be
satisfactorily replaced by contractor at the contractor's expense.
PART 2 - PRODUCTS
2.01 MATERIALS
A. Foam will be a two-part, liquid silicone elastomer capable of expanding to fill complex
penetrations when mixed equal to Fire Stop Foam 2001 as manufactured by Dow Corning
Corporation.
B. Sealant will be a one-part, ready to use silicone elastomer for simple penetrations equal to
Fire Stop Sealant 2000 as manufactured by Dow Corning Corporation.
PART 3 - EXECUTION
3.01 INSPECTION
A. Examine all surfaces prior to application and notify the Architect/Engineer of any condition
detrimental to satisfactory application.
3.02 PREPARATIONS
A. All joints, channels or penetrations will be cleaned and free of dirt, oil, grease, moisture,
loose mortar or other foreign matter.
B. Metal surfaces will be wiped with Xylol or MEK and then dried. Do not use alcohol.
C. Masonry surfaces will be cleaned with wire brush and then blown clean. Any
waterproofing treatments contaminating the joint will be completely removed.
07270 - 3
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 07270
FIRESTOPPING
PART 3 - EXECUTION (continued)
3.03 APPLICATION
A. Foaming Agent:
1. Follow manufacturer's installation instructions for damming penetration and
mixing two-part foam.
2. Immediately after mixing, dispense liquid foam into penetration opening in layers
no thicker than one inch at any given point. No more than one-third of the cavity
needs to be filled with the liquid foam mixture to allow the foam to expand (three
to four times its liquid volume during cure). If the opening is not filled to the
desirable level when cure foam has completed its expansion, repeat the injection
and cure procedure until the desired fill rate is attained. Allow at least 15 minutes
between application of each shot. Final cure time is 24 hours.
3. Excess cured foam can be removed with a sharp knife or blade.
B. Sealant Compound:
1. Apply sealant with hand gun or air gun under sufficient pressure and through
nozzle openings of such a diameter so that a full bead of sealant is run into the
penetrations and fills the opening completely.
2. All beads will be tooled immediately after application to insure firm and full
contact with the inner-face of the joint.
3. Depth of sealant will be I \'2 inches.
3.04 FIELD QUALITY CONTROL
A. Firestopping work will remain accessible until inspection and approval by the applicable
code authorities and the project manager.
3.05 CLEANUP
A. Remove all excess material and smears adjacent as work progresses.
B. Upon completion ofthis work, contractor will promptly remove from site, all debris caused
by this branch of work.
END OF SECTION
07270 - 4
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 07325
BATTEN METAL ROOFING SYSTEM
Issued Final
JAN 31 ZOO,
SECTION 07325
BATTEN METAL ROOFING SYSTEM
PART 1- GENERAL
1.01 DESCRIPTION
A. Scope:
1. Furnish all materials, labor, transportation, and equipment required for the
complete installation of batten metal roofing system and accessories including all
related flashings, all as located at mall entrances and detailed on drawings.
B. Related Work Specified Elsewhere:
I. Plywood sub-roof is furnished and installed under
Section 06100: Rough Carpentry.
2. Roofing and sheet metal work is furnished and installed under Section 075] 0:
Membrane Roofing (4-Ply Built-Up Over Metal Deck).
1.02 QUALITY ASSURANCE
A. Erectors Qualifications:
1. Installation will be performed only by a qualified installer with at least five (5)
years experience in installations of a similar nature, and as approved by the
Architect/Engineer.
2. Use adequate numbers of skilled workers who are thoroughly trained and
experienced in the necessary crafts and who are completely familiar with the
specified requirements and the methods needed for proper performance ofthe
work ofthis section.
B. Requirements of Regulatory Agencies:
I. This subcontractor will be licensed and governed strictly by local and state
authorities of this area in order to perform this work.
2. During this work, this subcontractor will be responsible for maintaining safety
among persons in the subcontractor's employ in accordance with the standards set
by the OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970.
07325 - I
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 07325
BATTEN METAL ROOFING SYSTEM
PART 1- GENERAL (continued)
C. Reference Standards:
I. American Society for Testing and Materials (ASTM):
a. ASTM A 446 - Standard Specification for Steel Sheet, Zinc Coated
(Galvanized) by the hot dip process, structural (physical) quality.
b. ASTM D 226 - Standard Specification for Asphalt-Saturated Organic Felt
Used in Roofing and Waterproofing.
1.03 SUBMITTALS
A.
Samples:
I. Submit three (3) samples of metal roofing indicating finish and color to the
Architect/Engineer for approval. Approval will be obtained in writing prior to
fabrication and delivery.
B. Shop Drawings:
I. Complete shop erection drawings will be prepared for this work indicating the
materials, sizes of panels, flashings, construction and clearances required, and
methods of securing to the building. Manufacturer's names and number of
products will be clearly indicated on all shop drawings.
2. Submit four (4) sets (1 set of sepia) of shop drawings to the ArchitectlEngineer for
approval. Obtain approval of shop drawings in writing prior to proceeding with
manufacturing.
1.04 PRODUCT DELIVERY, STORAGE, AND HANDLING
A. Deliver all panels and accessories in substantial, protective cartons.
B. Store all materials indoors or under protective cover. Locate and keep free from building
contamination as might occur during the course of building construction.
C. Handle all materials carefully so as not to injure surface finishes. Surfaces marred in the
course of delivery, storage, handling, fabrication or erection will be cause of rejecting
entire member. In the event of damage, immediately make all repairs and replacements
necessary to the approval of the Architect/Engineer and at no additional cost to the owner.
1.05 SUBSTITUTIONS
A. The materials or products specified and indicated on drawings by trade names,
manufacturer's name or catalogue number will be provided as specified. Substitutions will
not be permitted, except where approved in writing by the Architect/Engineer.
07325 - 2
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 07325
BATTEN METAL ROOFING SYSTEM
PART I - GENERAL (continued)
1.06 GUARANTEE
A. Furnish a written guarantee stating that all materials and work are guaranteed against
defects for a period of not less than one (I) year after completion and final acceptance of all
work. Defects due to faulty materials or work developed during the guarantee period will
be satisfactorily repaired or replaced by this subcontractor at the subcontractor's expense.
PART 2 - PRODUCTS
2.01 APPROVED MANUFACTURER
A.
Batten metal roofing system will be one ofthe following:
1. AEP I Y, inches W x two (2) inches H at 24 inches o.c. batten roofing system as
manufactured by Architectural Engineering Products Company, P.O. Box 81664,
San Diego, California 92138, telephone: (619) 578-3761.
2. Berridge 2" W x 1-3/4" H at 24 inches o.c. batten seam roofing system as
manufactured by Berridge Manufacturing Company, 1720 Maury St., Houston,
Texas 77026, telephone: (713) 223-4971.
3. Crawford 2" W x 2" Hat 24" o.c. batten seam panel system as manufactured by
Crawford Mfg. Co. Inc., Architectural Sheet Metal, P.O. Box 458 Brenham, Texas
77833, telephone (409) 836-8559.
4. Perma Clad 1-3/4" W x 1-3/4" Hat 24" o.c. batten panel system as manufactured
by Perma Clad, Custom Metal Panel Systems, 4400 Amwiler Road, P.O. Box
47160, Doraville, Georgia 30362, telephone: (404) 448-3800.
2.02 FINISHES
A. Metal roofing and battens will have a factory applied Kynar 500 fluoropolymer coating
conforming to manufacturer's specifications. Color will be
B. All exposed surfaces of metal panels, battens and related flashings will be coated with
Kynar 500 finish.
2.03 MATERIALS
A. Underlayment Felt:
I. Underlayment felt will be asphalt-saturated 30 lb./I 00 square feet felt conforming
to ASTM 0 227, Type II.
07325 - 3
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 07325
BATTEN METAL ROOFING SYSTEM
PART 2 - PRODUCTS (continued)
B. Metal Roofing Panels:
I. Metal roofing panels will be factory formed from hot-dipped galvanized 24 gage
steel in accordance with ASTM A 446. Panels will be turned up on each side to
accept continuous snap-on battens spaced 24" O.c. with hold down clips.
C. Metal Pieces:
I. Metal starter strips, battens, drip caps, channel trim, flashings, hip and ridge caps
will be factory formed of same metal, gage, finish, and color as metal panels.
D. Anchors:
1. Anchor clips and nails will be manufacturer's standard.
PART 3 - EXECUTION
3.01 INSPECTION
A. Prior to installation ofthe work of this Section, carefully inspect plywood sub-roof and
verify that all such work is aligned to the point where this installation may properly
commence. Verify that all materials can be installed in complete accordance with the
original design and the approved shop drawings.
B. In the event of discrepancy, this subcontractor will notify the job superintendent and the
Architect/Engineer in writing of any and all conditions which, in his opinion, will affect the
satisfactory execution of his work or endanger its permanence. Do not proceed with
installation in areas of discrepancy until all such discrepancies have been fully resolved.
C. Commencing of application will constitute acceptance by this subcontractor that the work
of other trades are in proper condition to receive his work. After such acceptance, this
subcontractor will be liable for correcting all work and materials which produce an
unsatisfactory installation.
3.02 PREPARATION
A. Plywood sub-roof surface will be cleaned free of all objects which may puncture or tear felt
underlayment.
3.03 INSTALLATION
A. Felt Underlayment:
I. Lay felt underlayment on plywood sub-roof parallel to the eave lapping all
horizontal joints minimum six (6) inches and end joints minimum ]2 inches.
07325 - 4
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 07325
BATTEN METAL ROOFING SYSTEM
PART 3 - EXECUTION (continued)
B. Batten Metal Roofing Panels:
1. Installation of the metal panels will be started correctly and the panels held true to
line in strict accordance with manufacturer's instructions. Vertical lines will be
straight and level.
2. Metal panels will be of sufficient lengths to reduce horizontal joints to a minimum.
If horizontal joints are required, panels will lap 4 inches with upper panel having a
one inch hook into a horizontal cleat the full width of the panels.
3. Battens to be continuous snap-on type installed with hold-down clips spaced 24
inches D.C.
4. Install all trim pieces, flashings, hip and ridge caps complete as detailed.
3.04 PROTECTION
A. Wherever dissimilar metals come in contact with each other and are potentially creative of
electrolytic action, provide all required permanent isolation of the metals by backpainting
with first quality bituminous paint or by such other isolation as is approved in advance by
the ArchitectlEngineer.
B. Protect the finished surfaces of other trades as necessary to prevent damage during progress
of the work.
3.05 CLEANUP
A. Remove from the premises all waste material and debris resulting from this work.
END OF SECTION
07325 - 5
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 07515
MEMBRANE ROOFING
(4-PLY BUILT-UP OVER INSULATING
LIGHTWEIGHT CONCRETE ROOF DECK)
Issued Final ~O\
SECTION 07515
MEMBRANE ROOFING
(4-Ply Built-Up Over Insulating Lightweight Concrete Roof Deck)
PART 1- GENERAL
1.01 DESCRIPTION
A. Scope:
1. Furnish all equipment, appliances, labor and material and perform all operations
in connection with the installation of the 10 year warranty (20 year service life)
built-up U.L. Class A fiberglass and gravel roofing, system, all complete without
exception, unless specific exceptions are noted in this Specification and/or
indicated on Drawings.
2. Roofing Subcontractor will not be responsible for flashing all Tenant occupancy
roof equipment (roof curbs, equipment supports, sanitary vent pipe and
miscellaneous piping and conduit); however this work will be done by the
Roofing Subcontractor at the Tenants expense. Flashing may occur during or
after roofing operation dependent upon time of Tenant occupancy. If Tenant
occupancy occurs after roofing operation is complete, Roofing Subcontractor
may elect to subcontract this operation to another local roofer. Should the
Roofing Subcontractor elect to use a local roofer he herewith guarantees to the
Owner that the Owner/Roofing Subcontractor guarantee wi II be extended
through local roofer to the same degree as if all work, etc. had been done by the
Roofing Subcontractor. Roofing Subcontractor to advise at time of bidding
whether he intends to use a local roofer or not. A meeting will be arranged at the
jobsite with Tenants Contractor so that Roofing Subcontractor can determine the
scope of Tenants work involved. The Project Manager during construction
period or Mall Manager when construction is complete will make the necessary
arrangements for this meeting.
3. The Tenants Contractors will be required to convey all equipment to be mounted
on the roofto their ultimate location via a runway of % inch plywood sheets, two
(2) inch by 10 inch runners and a rubber tired conveyance vehicle. Any other
method will be approved by the Project Manager or the Mall Manager.
4. Sheet metal materials and prefabricated expansion joints to be included under
this work are specified under Section 07600: Flashing and Sheet Metal.
B. Related Work Specified Elsewhere:
I. Section 03540: Insulating Lightweight Concrete Roof Deck.
07515 - 1
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 07515
MEMBRANE ROOFING
(4-PLY BUILT-UP OVER INSULATING
LIGHTWEIGHT CONCRETE ROOF DECK)
PART 1 - GENERAL (continued)
2. Section 06100: Rough Carpentry.
C. Work Completed but Furnished and Installed by Others:
I. Roof drains, miscellaneous piping penetrations are furnished and installed by
Mechanical Subcontractors, but membrane flashing of these items is furnished
and installed under this Section.
D. Description of System:
1. Roof construction is designed to provide a minimum U value of .05 (R~20).
Total roof system in general, consists of insulating lightweight concrete roof
deck covered with four (4) plys of fiberglass roofing felts, embedded in hot
asphalt, top coated with gravel or slag.
1.02 QUALITY ASSURANCE
A. Requirements of Regulatory Agencies:
I. This subcontractor will be licensed and governed strictly by local and state
authorities of this area in order to perform this work.
2. During this work, this subcontractor will be responsible for maintaining safety
among persons in the subcontractor's employ in accordance with the standards
set by the OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970.
3. The standards of Underwriters Laboratories (U.L.) Class A Roof System and
Factory Mutual (F.M.) Class I Roof System 1-120 uplift requirements will be
fully complied with.
B.
Reference Standards:
I. American Society for Testing and Materials (ASTM):
a. ASTM D312 - Standard Specification for Asphalt for use in constructing
built-up roof coverings.
b. ASTM D 1863 - Standard Specification for Mineral Aggregate for use on
built-up roofs.
c. ASTM D2178 - Standard Specification for Asphalt-Impregnated Glass
Mat.
2. Federal Specifications and Standards (FS):
a. FS/SS-A-666 - Asphalt, Roofing
07515 - 2
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 07515
MEMBRANE ROOFING
(4-PLY BUILT-UP OVER INSULATING
LIGHTWEIGHT CONCRETE ROOF DECK)
PART 1 - GENERAL (continued)
b. FS/SS-C-153 - Cement; Bituminous, Plastic.
c. FS/SS-R-620B - Roofing Felt, Glass Fiber, Asphalt Coated.
1.03 PRODUCT DELIVERY, STORAGE, AND HANDLING
A. ALL ROOFING MATERIALS WILL BE DELIVERED, STORED, MAINTAINED
AND APPLIED IN A DRY CONDITION. ANY MATERIAL WHICH CONTAINS
MOISTURE AT TIME OF INSTALLATION WILL NOT BE USED AND PROMPTLY
REMOVED FROM THE SITE.
1.04 JOB CONDITIONS
A. Protection: .
1. Protect facing materials against damage or staining while work is in progress.
Any defacing of any veneer or other materials will be remedied by this
subcontractor to the entire satisfaction of the Owner.
2. This subcontractor will provide temporary sheet metal covers for roof openings
where required.
3. This subcontractor will provide and maintain throughout roofing operation
temporary wood plank or plywood "walkways" to protect roof while transporting
gravel, asphalt, equipment, etc.
1.05 SUBSTITUTIONS
A. The materials or products specified and indicated on drawings by trade names,
manufacturer's name, or catalogue number will be provided as specified. Substitutions
will not be permitted, except where approved by Architect/Engineer.
1.06 REPAIRS/GUARANTEE
A. This subcontractor acknowledges and affirms that he will guarantee his work as per the
conditions hereinafter enumerated and said guarantee will be in effect for two (2) years
from the date of acceptance by the Owner. Acceptance by Owner will be in writing and
this date confirmed in writing by the subcontractor.
B. This subcontractor warrants that all materials and workmanship have been properly
furnished and installed and are free from all defects.
C. This subcontractor agrees to assign for the two (2) year guarantee period an individual
satisfactory to the Owner who will meet once very three (3) months of the guarantee
period with Owner's representatives for the purpose of determining that all materials and
work are in first class order and performing as intended by plans and specifications.
07515 - 3
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 07515
MEMBRANE ROOFING
(4-PLY BUILT-UP OVER INSULATING
LIGHTWEIGHT CONCRETE ROOF DECK)
PART 1- GENERAL (colltillued)
D. The subcontractor and Owner will agree to a meeting date and subsequent meetings will
be regularly scheduled once every three (3) months thereafter. It will be the
subcontractors responsibility to notify Owner in writing one week in advance of each
meeting.
E. Should subcontractor fail to notify Owner of a meeting(s), then guarantee period will be
extended three (3) months for each meeting Owner is not notified.
F. Subcontractor will be responsible for making whatever arrangements are necessary to
accomplish said meetings and he will furnish Owner with written reports of the meetings
enumerating the results and noting therein defects and responsibility.
G. All materials and work adjudged by Owner's representatives to need repairs or
replacement will be repaired and/or replaced by this subcontractor at the subcontractor's
expense. Subcontractor and Owner will agree in writing how repairs and/or
replacements will be made.
H. Should subcontractor and Owner disagree as to cause or responsibility, Owner will
adjudge cause or responsibility, and it will be up to subcontractor to prove cause or
responsibility is not the subcontractor's.
I. Subcontractor will be required to deliver to the Owner within 10 calendar days after the
signing of Purchase Agreement a satisfactory maintenance bond as security for the
faithful performance of all his obligations under the terms of this guarantee. This Bond
will be in an amount equal to 20 percent of Agreement Price, and in such form as
acceptable to the Owner and with such sureties as are licensed to conduct business in the
state where the project is located.
1.07 WARRANTY
A. Irrespective of Contractor's two (2) year guarantee, roofing manufacturer will warrant all
materials against defects for a period of not less than ten (10) years (20 year service life)
after completion and final acceptance of work and that all materials and installation are
in complete accordance with these or manufacturers written specifications and/or
recommendations.
PART 2 - PRODUCT
2.01 MATERIALS
A. Felts: Manville Glasply Premier conforming to ASTM D2178, Type VI or Federal
Specifications SS-R-620B. Felts will be continuous strand glass fiber mat bonded
together with a resinous binder and coated with a weathering grade asphalt.
07515 - 4
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 07515
MEMBRANE ROOFING
(4-PLY BUILT-UP OVER INSULATING
LIGHTWEIGHT CONCRETE ROOF DECK)
PART 2 - PRODUCTS (continued)
B. Asphalt: Trumbull (division of Owens-Corning) Steep "Type III" conforming to ASTM
D3 12 or Federal Specification SS-A-666 with a softening point of 1850 F:
I. Asphalt will not be heated over 5250 F The application temperature will be
taken in the mop bucket of felt layer. The asphalt temperature in the mop bucket
and/or mechanical applicator will be 4000 F plus or minus 250 not less than 3750.
C. Flashing Cement: Conforming to Federal Specification SS-C-153 and ASTM D 2822-
Asphalt Roof Cement equal to Karnak brand.
D. Nails:
I. For nailing felt to Zonolite deck, use Zonolite Base Ply Fasteners. Pattern will
conform to Factory mutual class I, 1-120 uplift and Underwriter's Laboratories,
Inc.
2. For nailing flashing felts to metal cant with nailing slot, use case hardened
galvanized nails with tin caps of sufficient length to penetrate into nailing slot.
Tin caps will be flat discs or caps of 28 gauge or 30 gauge sheet metal. 1-3/8
inch or more in diameter. Bell or cupshaped caps are not acceptable.
3. For nailing flashing felts to wood curbs, use II-gauge, barbed, galvanized with
5/8 inch diameter heads and of sufficient length to penetrate the full depth of
wood curb.
E. Caulking Compound:
I. Sealant for all joints will be G-E "Silpruf' Silicone Construction Sealant
manufactured by Silicone Products Department, General Electric Co.,
Waterford, New York. This Sealant color will be SCS2009 Gray.
2. Dow Corning #790 Silicone Building Sealant as manufactured by Dow Corning
Corporation, Midlane, Michigan 48640. This sealant color will be Gray.
3. Materials will be delivered to job site in sealed containers with manufacturer's
original labels attached and accompanied by certification of compliance with
specifications.
4. Materials will be stored and used in strict accordance with manufacturer's
printed instructions. Use primer if required by manufacturer.
07515 - 5
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 07515
MEMBRANE ROOFING
(4-PLY BUILT-UP OVER INSULATING
LIGHTWEIGHT CONCRETE ROOF DECK)
PART 2 - PRODUCTS (continued)
F. Sealant Tapes:
1. Sealant tape used for backing counter flashing and at all counter flashing and
coping joints will be Tremco 440 Tape in the following sizes:
a. Backing counter flashing at wall: Y. h thick by \I, inch wide.
b. Counter flashing and coping joints: 1/8 inch thick by \I, inch wide.
G. Aggregates: Gravel or slag will be commercial grade, washed, opaque, complying with
ASTM Specification 0-1863 in size as follows:
1. % Inch Sieve: 100 percent total passing.
2. \'2 Inch Siever: 90 to 100 percent total passing.
3. 3/8 Inch Sieve: 40 to 70 percent total passing.
4. NO.4 Sieve: 0 to 15 percent total passing.
5. No.8 Sieve: 0 to 5 percent total passing.
6. Aggregate will be dry and free of dust, soil and foreign matter.
H. Fiber Cants: Fiber cants (where indicated) will be fabricated from asphalt impregnated
fiberboard.
I. Built-up Roof Walkway: Carey-tred, \I, inch thick as manufactured by Celotex
Corporation.
J. Insulation Board: Rigid insulation board used at base of metal panels at pop-up areas
will be \'2 inch thick Celotex fiberboard conforming to Federal Specifications
LLL-I-535A-Class C and ASTM C-208.
K. Concrete Splash Pads: Concrete splash pads will be 13 inches by 30 inches by 3\1, inch
pre-cast to configuration shown on drawings from min. 3,000 psi concrete.
L. Dissimilar Metals Coating: Protective paint will be Scotch-Clad Brand Protective
Coating No. 1706 as manufactured by 3M, Minnesota Mining and Manufacturing
Company, 2501 Hudson Road, St. Paul, Minnesota 55119.
07515 - 6
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 07515
MEMBRANE ROOFING
(4-PLY BUILT-UP OVER INSULATING
LIGHTWEIGHT CONCRETE ROOF DECK)
PART 3 - EXECUTION
3.01 INSTALLATION/METHODS AND WORK
A. Membrane Roofing:
1. Membrane roofing of the buildings, including all canopies, will be built up to
consist of not less than the following quantities of material per 100 square feet of
surface; all in accordance with manufacturer's specifications:
a. Roofing Over Lightweight Insulating Concrete Fill:
I) One (I) layer of Manville Ventsulation Felt (Nailed): Nine (9)
pounds per 100 square feet.
2) Asphalt mopping on nailed layer of fiberglas felt: 25 pounds per
100 square feet.
3) Three (3) layers of Manville Glasply Premier: 27 pounds per
100 square feet.
4) Asphalt mopping between Fiberglass Felts: 50 pounds per 100
square feet. 25 pounds for each layer.
5) Asphalt Flood Coating: 60 pounds per 100 square feet.
6) Slag: 300 pounds per square feet
7) Gravel: 400 pounds per square feet.
2. APPLICATION PROCEDURES FOR MEMBRANE AND FLASHING
CONDITIONS IN MANUFACTURER'S LATEST EDITION OF BUILT-UP
ROOFING PRODUCTS REFERENCE AND APPLICATION GUIDE.
B. Membrane Flashing:
1. Membrane flashing will be built up to consist of not less than the following
quantities of material; all in accordance with manufacturer's specifications.
FLASHING (3-Ply)
2. Materials:
a. 1/8 inch thick layer of flashing cement or uniform layer of hot asphalt
applied at a rate of25 pounds per 100 square feet.
b. Three (3) layers of Manville Glastite Flexible.
07515 - 7
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 07515
MEMBRANE ROOFING
(4-PLY BUILT-UP OVER INSULATING
LIGHTWEIGHT CONCRETE ROOF DECK)
PART 3 - EXECUTION (colltinued)
c. 1/8 inch thick layer of flashing cement or uniform layer of hot asphalt
applied at a rate of25 pounds per 100 square feet between each layer of
Manville Glastite Flexible.
d. 1/8 inch thick top coating of flashing cement.
C. Sheet Metal Installation:
I. Install all sheet metal cants, flashings, reglets, counter flashings, downspouts and
all miscellaneous sheet metal items located and detailed on drawings. use
longest pieces practical. End joints for galvanized metal pieces will be lapped
minimum six (6) inches with laps set in flashing cement and edges caulked.
Exposed edges of all gravel stops and counter flashing will be hemmed \'2 inch.
2. Install metal counter flashing immediately after completion of membrane
flashing installation. Counter flashing will be secured to masonry wall using
Tapcon masonry screws at 16 inches O.C. with sealant tape and stiffener bar as
detailed on drawings. Secure counter flashing to metal cant only as required to
prevent lift-up using self-tapping cadmium plated or stainless steel screws with
slotted hex heads and rubber washers.
3. Install and flash-in prefabricated expansion joints for mall roof complete as
detailed on drawings.
4. Only skilled mechanics will be used on sheet metal work. All work will be done
in workmanlike manner in accord with the best practice.
D. Dissimilar Metals Coating:
1. ANY DISSIMILAR METALS COMING IN CONTACT WITH EACH OTHER
WILL BE COATED WITH AN ASPHALTIC, BITUMINOUS, OR
OTHERWISE PROTECTIVE PAINT TO PREVENT CHEMICAL REACTION.
E. Built-Up Roof Walkway:
1. Install carey-tred built-up roof walkway in areas and sizes detailed and located
on roof plan drawings after the membrane roofing has been applied and
completely graveled. All loose gravel will be swept from the area and the panels
applied in flashing cement of the same top coating used to embed the gravel.
Each panel will be embedded and stepped into the coating. Space panels like
stepping stones, with a minimum of six (6) inches between panels. DO NOT
butt tightly.
07515 - 8
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 07515
MEMBRANE ROOFING
(4-PLY BUILT-UP OVER INSULATING
LIGHTWEIGHT CONCRETE ROOF DECK)
PART 3 - EXECUTION (continued)
3.02 FIELD QUALITY CONTROL
A. Field Test Cuts:
1. Provide test cuts as directed by Architect/Engineer.
2. Test cuts will normally be made following application of all ply felts and glazing
but prior to flood coat and graveling to verify that there are no deficiencies and
improprieties as to materials and work. Contractor will allow for one cut for
each 200 square of roofing area or less. Patch as required.
3. Take additional samples as directed by Architect/Engineer when deficiencies are
found.
4. SIZE OF SAMPLE CUTS: Four (4) inches by 36 inches to permit examination
of the lapping of the plys.
5. Examine for compliance with roofing specifications, entrapped moisture, skips
in bitumen between layers, insufficient amount of material, and presence of
harmful foreign materials.
6. Weight to determine total amount of bitumen used.
7. Weight offelts will be in accordance with appropriate ASTM Specification as
specified herein for felts.
8. Except for sample dimensions, comply with ASTM D-2829 as amended to date
for samples removed from site for laboratory testing.
3.03 CLEANUP
A. Upon final completion of all work, this subcontractor will remove all unused material,
debris and equipment from the site.
END OF SECTION
07515 - 9
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 07600
FLASHING AND SHEET METAL
Issued Final
JAN 1 5 ZOO\
SECTION 07600
FLASHING AND SHEET METAL
PART 1- GENERAL
1.01 DESCRIPTION
A. Scope:
I. This work includes the furnishing and fabrication of all sheet metal cants,
flashings, reglets, counter flashings, gravel stops, gutters, downspouts, conductor
heads, scuppers, scupper inserts, and all miscellaneous sheet metal work
required for roofing and related work complete located and detailed on drawings.
2. Furnish all prefabricated expansion joints located and detailed on drawings.
3. Fasten all items in accordance with Factory Mutual Class 1-120 securement.
B. Related Work Specified Elsewhere:
1. Section 07515: Membrane Roofing
(4-Ply Built-Up Over Insulating Lightweight Concrete Roof Deck).
2. Section 07812: Metal Framed Skylights.
C. Work Furnished But Not Installed:
1. Installation of metal counter flashing reglet occurring at parapet walls is
specified on drawings.
2. Installation of metal flashing drip occurring over exterior doors is specified on
drawings.
1.02 QUALITY ASSURANCE
A. Requirements of Regulatory Agencies:
I. This subcontractor will be licensed and governed strictly by local and state
authorities of this area in order to perform this work.
2. During this work, this subcontractor will be responsible for maintaining safety
among persons in the subcontractor's employ in accordance with the standards
set by the OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970.
07600 - 1
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 07600
FLASHING AND SHEET METAL
PART 1 - GENERAL (continued)
B. Reference Standards:
~:
~
1.
American Society for Testing and Materials (ASTM):
a. ASTM A90 - Standard Test Method for Weight of Coating on Zinc
Coated (Galvanized) Iron or Steel Articles.
b. ASTM A153 - Standard Specification for Zinc Coating (Hot Dip) on
Iron and Steel Hardware.
c. ASTM A525 - Specification for General Requirements for Steel Sheet,
Zinc-Coated (Galvanized) by the Hot-Dip Process.
d. ASTM B209 - Standard Specification for Aluminum and
Aluminum-Alloy Sheet and Plate.
2. Federal Specifications and Standards (FS):
a. FS/QQ-S-775a - Sheet Metal.
1.03 SUBMITTALS
A. Submit manufacturer's product specifications, installation instructions and general
recommendations for each specified fabricated products.
B. Shop Drawings:
1.
Submit shop drawings showing layout, joining back-up plates, continuous cleats,
profiles, and anchorages of fabricated work, including major counter flashings,
gravel stops, gutters, downspouts, scuppers and expansion joint cover systems;
layouts at Y. inch scale, details at three (3) inch scale.
2. Indicate on shop drawings the FM-I-120 attachment spacings.
1.04 JOB CONDITIONS
A. Coordination:
1. Coordinate work of this section with interfacing and adjoining work for proper
sequencing of each installation. Ensure best possible weather resistance and
durability of the work and protection of materials and finishes.
,
.\\~
\:::.'
07600 - 2
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 07600
FLASHING AND SHEET METAL
PART I - GENERAL (continued)
1.05 SUBSTITUTIONS
A. The materials or products specified and detailed on drawings will be provided as
specified. Substitutions will not be permitted, except where written approval is given by
the Architect/Engineer.
1.06 GUARANTEE
A. Furnish a written guarantee stating that all materials and work are guaranteed against
defects for a period of not less than two (2) years after completion and final acceptance
of the work. Defects due to faulty material developed during the guarantee period will
be satisfactorily replaced by this subcontractor at the subcontractor's expense.
~
PART 2 - PRODUCTS
2.01 MATERIALS
A. Galvanized Sheet Metal Material:
1. Galvanized sheet metal cants, back-up plates, continuous cleats, flashings,
reglets, counter flashings, gutters, conductor heads, scuppers, scupper inserts,
downspouts, drip (over exterior doors), and all miscellaneous sheet metal items
will be fabricated to shapes detailed on drawings and will comply with ASTM
A-153 and Federal Specification QQ-S-775:
a. Minimum gage will be 20 or as noted on drawings. Zinc coating will be
not less than 1.25 ounce per square foot (total weight both sides).
B. Aluminum Coping:
1. Aluminum coping back-up plates and continuous cleats will be fabricated to
shapes detailed on drawings from .040 inch aluminum with baked enamel
coating in color as noted on drawings. Aluminum will conform to ASTM B209,
alloy 3003, temper H14. AA-C22A41.
C. Prefabricated Expansion Joints:
I. Furnish roof expansion joints complete as detailed on drawing and will be as
manufactured by Roth Brothers Co., Inc., 3847 Crum Ave., Youngstown, Ohio
or W.P. Hickman Co., 175 Sweeten Creek Road, Asheville, North Carolina.
2.02 FABRICATION AND MANUFACTURE
A.
Fabrication will be in compliance with drawings and specifications. All work will be
equal to the best practice of modern methods.
END OF SECTION
07600 - 3
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 07812
METAL-FRAMED SKYLIGHTS
Issued Final
JAl'IT51001
SECTION 07812
METAL-FRAMED SKYLIGHTS
PART 1 - GENERAL
1.01 DESCRIPTION
A. Scope:
I. This Manufacturer known also as the subcontractor for this work, will provide all
labor, materials, transportation, protection, apparatus, tools, equipment,
incidentals, warranty, and items necessary to fabricate and install, complete in all
respects, all metal-framed skylights applied to structural steel members on roof as
located and detailed on drawings. Metal-framed skylights will include, but are not
limited to, aluminum frames, break metal, aluminum sash members, mullions,
caulking and sealants, coping and flashing, and the complete installation of glazing
materials:
a. All drilling, tapping, and anchors required for attaching members will be
included in this branch of work.
2. All work (fabrication and installation) under this section will be performed by one
subcontractor, and it will be the sole responsibility of that subcontractor to provide
a complete and watertight assembly. Any uncontrolled water or air infiltration as
described will be remedied by this subcontractor at the subcontractor's expense
during the five (5) year warranty period. This subcontractor will make periodic
visits every three (3) months to the project site during the warranty period, make
all necessary repairs to control water and air penetrations, and submit to the Owner
a report of all findings and repairs. Subcontractor will notify Owner one (1) week
in advance of each visit and will be accompanied by a representative of the Owner
for each visit. Manufacturer and installer will be one and the same, known as the
subcontractor.
3. Glazing materials to be included under this work are specified under Section
08800: Glazing.
B. Related Sections:
I. Section 05100: Structural Steel- structural steel curbs
2. Section 07515: Membrane Roofing Over Poured-In-Place Deck - membrane
flashing of metal-framed skylight curbs.
07812 - 1
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 07812
METAL-FRAMED SKYLIGHTS
PART 1 - GENERAL (continued)
1.02 QUALITY ASSURANCE
A. Manufacturer's Qualifications:
I. Products used in the work of this section will be produced by a manufacturer who
can fumish supporting evidence of manufacturing experience in design,
fabrication, and installation of custom made skylights and accessories and of
having a successful history in such design, fabrication, and installation for a period
of not less than five (5) consecutive years. Manufacturer's qualifications are
subject to the discretion of the Architect/Engineer.
2. Metal-framed skylights and accessories ofthe following manufacturers are
acceptable subject to compliance with these specifications:
a. Lin El Signature, Inc., 101 Lin EI Drive, Mooresville, Indiana 46158,
telephone: (317) 831-5314.
b. United Skys, Inc., 702 Magna Drive, Round Lake, Illinois 60073,
telephone: (847) 546-7776.
c. EPI Architectural Systems, Inc., 202 Corporate Drive, Export,
Pennsylvania 15632, telephone: (412) 242-6900.
3. Use adequate numbers of skilled workers who are thoroughly trained and
experienced in the necessary crafts, and who are completely familiar with the
specified requirements and the methods needed for proper performance of the
work of this section.
B. Requirements of Regulatory Agencies:
1. Local and state authorities of this area will govern this subcontractor in order to
perform this work.
2. This subcontractor will maintain the safety among persons in the subcontractor's
employ in accordance with the standards set by the Occupational Safety and Health
Act of 1970.
3. The owner may retain the services of a qualified inspection agency to monitor the
installation of this work, to report any variation of installation methods in conflict
with approved erection shop drawings, and to record installation process for aid in
determining any occurrence of uncontrolled water penetration, glass breakage, or
other defects developed during the warranty period.
07812 - 2
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 07812
METAL-FRAMED SKYLIGHTS
PART 1- GENERAL (continued)
C. Design Criteria:
I. Water and Air Resistance:
a. Water penetration is defined as the appearance of uncontrolled water,
other than condensation, on inboard side of skylight systems. No
uncontrolled water leakage will occur when system is tested in accordance
with AAMA 50 I and ASTM E331 at 6.24 psf static pressure.
b. If in event skylight manufacturer is unable to correct water leakage
problems, owner will reserve right to request field testing in accordance
with AAMA 501, and if necessary, retain consulting services at expense of
skylight manufacturer to investigate and correct deficiencies.
c. Air infiltration will not exceed 0.06 CFM when tested in accordance with
AAMA SOland ASTM E283 at ].56 psf differential pressure.
2. Structural Properties:
a. Skylight systems including glazing materials will withstand positive and
negative wind pressure design loading of 130 psf without glass breakage,
permanent deformation to framing members or supports, or damage to
anchors. Wind pressure design loading of 130 psf represents a design
pressure of 87 psf with a 1.5 safety factor.
b. Provide for thermal movement of components without causing buckling,
stresses on glass, joint seal failures, undue stress on structural elements
and fasteners, performance reduction, or other detrimental effects caused
by ambient temperature range of minus 100 to 1000 F.
c. Maximum allowable deflection of glazing support members will not
exceed L/I75 of unsupported span under design loads.
d. Accommodate for dead load and live load deflection, thermal expansion,
torsion, and settlement of building structure.
3. The Architect/Engineer has detailed only the aesthetic and functional requirements
of the skylight systems on drawings and has made allowances in the supporting
structure so that it will ultimately carry the weight of the window wall panels. The
manufacturer will be responsible for the structural design and weather resistance
requirements of the skylight systems in accordance with the specified criteria for
all governing code requirements.
07812 - 3
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 07812
METAL-FRAMED SKYLIGHTS
PART 1- GENERAL (continued)
D. Reference Standards:
1. Aluminum Association (AA):
a. Alloy group designations.
2. Flat Glass Marketing Association:
a. Glazing Manual.
3. American Society for Testing and Materials (ASTM):
a. ASTM A283 - Specification for Low and Intermediate Tensile Strength
Carbon Steel Plates, Shapes and Bars.
b. ASTM E283 - Test Method for Rate of Air Leakage through Exterior
Windows, Curtain Walls, and Doors.
c. ASTM E330 - Test Method for Structural Performance of Exterior
Windows, Curtain Walls, and Doors by Uniform Static Air Pressure
Difference.
d. ASTM E331 - Test Methods for Water Penetration of Exterior Windows,
Curtain Walls, and Doors by Uniform Static Air Pressure Differential.
4. American Architectural Manufacturers Association (AAMA):
a. AAMA 501 - Methods of Test for Metal Curtain Walls.
b. AAMA 605.1 - Voluntary Specification for High Performance Organic
Coatings on Architectural Extrusions and Panels.
c. AAMA 607.1 - Voluntary Guide Specification and Inspection Methods for
Clear Anodic Finish for Architectural Aluminum.
d. AAMA 1600 - Voluntary Specification for Skylights.
e. AAMA Glass Design for Sloped Glazing.
5. Federal Specifications (FS):
a. FS-TT-S-00153A - Sealing Compound: Silicone Rubber Base
(For Caulking, Sealing, and Glazing in Buildings and Other Structures).
07812 - 4
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 07812
METAL-FRAMED SKYLIGHTS
PART 1 - GENERAL (continued)
6. Sealed Insulating Glass Manufacturers Association (SIGMA):
a. SIGMA- Voluntary Guidelines for Sloped Glazing of Organically Sealed
Insulating Glass Units.
7. Factory Mutual System:
a. Loss Prevention Data Book, Section 1-7 Wind Forces.
1.03 SUBMITTALS
A. Samples:
I. Submit three (3) samples of aluminum and one (I) sash assembly to the
ArchitectlEngineer for approval. Obtain approval in writing prior to fabrication
and delivery.
2. Skylight manufacturer will submit a letter of certification from sealant
manufacturer stating sealant has been tested for adhesion, expansion, ambient, and
surface temperatures and compatibility on production samples of metal, glass, and
other glazing components, and sealant details and application procedures shown on
shop drawings are acceptable for use.
B. Shop Drawings:
1. Complete shop erection drawings will be prepared for this work indicating the
materials, sizes of members and units, construction and clearances required,
glazing materials, and methods of securing to the building. Manufacturer's names
and number of products will be clearly indicated on all shop drawings. Take all
necessary measurements at the job site to insure proper fit and fabrication of the
work.
2. Submit four (4) sets (I set of sepia) of shop drawings to the Architect/Engineer for
approval. Obtain approval of shop drawings in writing prior to proceeding with
manufacturing.
C. Structural Calculations:
1. Submit complete structural calculations for metal-framed skylights to the
Architect/Engineer for approval. Structural calculations will bear the seal of a
Florida Licensed Professional Engineer. Calculations will justify compliance with
design criteria listed under Section 1.02 of this specification. Approval of
calculations and shop drawings by ArchitectlEngineer will not relieve skylight
manufacturer of responsibility to provide a completely engineered system.
07812 - 5
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 07812
METAL-FRAMED SKYLIGHTS
PART 1- GENERAL (continued)
D. Test Reports:
I. Submit test reports for approval from independent testing laboratories, certifying
that representative details for skylights used on this project have been tested for
compliance with AAMA 501 (dynamic water penetration) and ASTM E283 (air
infiltration). Test reports will justify compliance with design criteria listed under
Section 1.02 ofthis specification.
1.04 PRODUCT DELIVERY, STORAGE, AND HANDLING
A. Deliver all aluminum material in substantial, protective cartons and with protective
masking. Retain masking until after completion of building, unless otherwise determined
by the Project Superintendent.
B. Store all materials indoors. Locate and keep free from building contamination as might
occur during the course of building construction.
C. Handle all materials carefully so as not to injure surface finishes. Surfaces marred in the
course of delivery, storage, handling, fabrication, or installation will be cause to reject
entire member. No attempt will be made to restore matted anodized or fluoropolymer
finishes with paint or other preparation. In the event of damage, immediately make all
repairs and replacements necessary to the approval of the ArchitectlEngineer and at no
additional cost to the Owner.
1.05 SUBSTITUTIONS
A. Provide materials or products specified and as indicated on drawings by trade names,
manufacturer's name, or catalog number. Obtain written approval from Architect/Engineer
for all substitutions.
1.06 WARRANTY
A. Furnish a written warranty stating that structural design, materials, and work are warranted
against defects, including leakage (no uncontrolled water infiltration as defined by AAMA
501) for a period of not less than five (5) years after completion and final acceptance of all
work. Defects due to faulty structural design, materials, or work developed during the
warranty period will be satisfactorily repaired or replaced by this subcontractor at the
subcontractor's expense.
07812 - 6
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 07812
MET~FRAMEDSKYLIGHTS
PART 2 - PRODUCTS
2.01 MATERIALS
A. Framing:
I. Aluminum support framing members will be extruded from aluminum alloy
6063-T5 or 6061-T6; (ASTM B-22154T, Alloy GS-10A-T5). Actual alloy,
temper, and thickness will depend on physical requirements of particular loading,
cross sectional configuration, fabrication requirements, and required finish.
Provide closed tubular framing members, and mullions, NO I members.
2. All fastening devices, screws, integral components, thru-bolted, structural
connections, and exposed fasteners will be stainless steel type 304/302.
3. Steel supporting bent plates and angles for attachment to structural steel will
conform to ASTM A283, Grade C. Plates and angles will receive one (I) shop
coat of red oxide paint or equal.
4. Formed aluminum flashing and closures will be a minimum of .040 inch thick,
5005-H34 alloy/temper.
B. Glazing Accessories:
I. Provide all glazing accessories as specified under Section 08800: Glazing, required
to supplement those accessories which accompany the items to be glazed, and as
needed to provide a complete installation, including glazing points, clips, shims,
angles, beads, caulking, settling blocks, and spacer strips.
C. Sealants:
1. Sealants will be one (I) part, high-performance silicone sealant conforming to
Federal Specification TT-S-001543A Class A and a extension/compression
capability of plus 50 percent of original joint width.
2. Silicone sealant will be one of the following:
a. Dow Coming: No. 795.
b. General Electric: Silpruf.
3. Color of sealant exposed to view will be black.
D. Dissimilar Metals Coating:
I. Protective paint will be Scotch-Clad Brand Protective Coating No. 1706 as
manufactured by 3M, Minnesota Mining and Manufacturing Company.
07812 - 7
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 07812
METAL-FRAMED SKYLIGHTS
PART 2 - PRODUCTS (continued)
2.02 FINISHES
A. Exposed aluminum surfaces and attached hardware items will have a dark bronze anodized
aluminum finish to match existing surfaces.
2.03 FABRICATION
A. Major framing will be factory prepared for job site assembly and sealed to provide a
complete water and air resistant assemblies as previously specified.
B. Rafters and purlin members will have drainage gutters both in the glazing pocket and inside
the glass plane to drain controlled water infiltration and condensation to the exterior. They
will have flexible thermal break material located on the exterior side of the glass plane.
Joints between rafter and intermediate purlins will be made without the use of clips and
joint fasteners will not be located in the interior drainage gutter.
C. Sill members will have weep holes and run continuously past the rafter members to provide
a positive drainage gutter. Exterior glazing seal will be EPDM or neoprene gaskets secured
by extruded aluminum retainer cap glazing system fastened to main rafter members and
structural silicone glazing secured to a continuous aluminum fin using a combination
weather seal and structural silicone joint applied from the exterior at intermediate
horizontal members. Retainer caps will be rectangular at rafters. A recess will be provided
at glazing caps on rafters for a continuous perimeter wet seal of silicone. Glazing caps will
be secured to members with stainless steel fasteners at 12 inches on center and be designed
for positive, uniform contact with glazing. No snap-on beauty caps.
D. Interior glazing seals will be resilient elastomers installed in the main framing members.
E. Aluminum will be factory weld by the heliarc process with exposed welds properly ground
and finished to match adjacent surfaces prior to application of final finish.
PART 3 - EXECUTION
3.01 GENERAL
A. Use adequate number of skilled workers who are thoroughly trained and experienced in the
necessary crafts, and who are completely familiar with the specified requirements and the
methods needed for proper performance of the work in this section.
3.02 INSPECTION
A. Prior to installation of the work of this section, carefully inspect the installed work of all
other trades and verify that all such work is complete to the point where this installation
may properly commence. Verify that all materials may be installed in complete
accordance with the original design and the approved shop drawings.
07812 - 8
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 07812
METAL-FRAMED SKYLIGHTS
PART 3 - EXECUTION (continued)
B. In the event of discrepancy, this subcontractor will notify the job superintendent and the
Architect/Engineer in writing of any and all conditions which will affect the satisfactory
execution of this work or endanger its permanence. Do not proceed with installation in
areas of discrepancy until all such discrepancies have been fully resolved.
C. Commencing of application will constitute acceptance by this subcontractor that the work
of other trades are in proper condition to receive this work. After such acceptance, this
subcontractor will be liable for correcting all work and materials which produce an
unsatisfactory installation.
3.03 INSTALLATION
A. Only experienced mechanics familiar with this particular type of specialized work will be
employed. Installation work will be performed by skylight manufacturer in exact and strict
accordance with these specifications and approved manufacturer's shop drawings. Skylight
manufacturer will have a factory representative on the site at all times during erection of
this work and will verify construction standards.
B. All items under this heading will be set in their correct locations as shown on the drawings
and will be level, square, plumb, and at proper elevations and in alignment with other work.
C. Install all members with adequate provision for settling, expanding, and contracting to
occur without breaking glass. Firmly anchor all members, using all anchoring devices
required to ensure positive attachment of the members in accordance with specifications
and approved shop drawings.
D. Glazing:
I. Installation will comply with the methods and materials described in the latest
edition of the Glazing Manual of the Flat Glass Marketing Association.
2. Inspect all sash, frames, and surrounds to be glazed and verify compliance with the
following:
a. The sash and frames are firmly anchored in proper position, plumb and
square within 1/8 inch of nominal dimensions on approved shop drawings.
b. All rivet, screw, bolt or nail heads, welding fillets, and other projections
are removed from glazing rabbets to provide the specified clearances.
c. All corners and fabrication intersections are sealed and sash and frames
are weathertight.
d. All rabbets are of sufficient depth and width to receive the glass and
provide the required overlap of glass.
07812 - 9
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 07812
METAL-FRAMED SKYLIGHTS
PART 3 - EXECUTION (continued)
3. Coordinate dimensions for glass and glass holding surrounds to provide the
following minimum clearances:
a. At perimeter edge of glass on all four sides, provide clearance equal to
glass thickness.
b. The sealer space between face of glass and fixed or applied glazing stops
will not be less than 1/16 inch plus glass and sash tolerance, but 1/8 inch
mmlmum.
4. Do not attempt to change the size of heat strengthened or tempered glass units after
they leave the factory. Provide clean-cut, heat-absorbing glass. Do not nip glass to
remove flares or reduce over-sized dimensions.
3.04 PROTECTION
A. Wherever aluminum is in contact with steel, concrete, or other material potentially creative
of electrolytic action, provide all required permanent isolation of the aluminum by
backpainting with first quality bituminous paint or by other isolation as approved in
advance by the Architect/Engineer.
B. Protect the finished surfaces of other trades to prevent damage during progress of the work.
3.05 ADJUSTMENT AND CLEANING
A. Cleaning:
I. Immediately prior to final inspection and before acceptance, this subcontractor will
remove all protective materials and clean all exposed members. Thoroughly clean
all glass installed under this section so that the building will be ready for use after
final acceptance. This will include removal of manufacturer's labels or any other
material or substance on the glass, in the event this has not been performed at a
prior time. Cleaning will be accomplished by the use of cleaning materials and
methods which will not damage the glass or surrounds in any way.
2. Do not use abrasives or harmful cleaning agents.
3. Remove from the premises all waste material and debris caused by this work.
END OF SECTION
07812 - 10
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 07951
SEALANTS AND CAULKING
Issued Final
JAN 1 5 2001
SECTION 07951
SEALANTS AND CAULKING
PART 1 - GENERAL
1.01 DESCRIPTION
A. Scope:
I. This work includes the furnishing and installation of all sealants and caulking
work listed under "Sealant Schedule" at end of this section and as located and
detailed on drawings.
B. Related Work Specified Elsewhere:
1. All caulking in connection with the following listed Sections will be the work of
the respective subcontractors:
a. Section 07515: Membrane Roofing
(4-Ply Built-Up Over Insulating Lightweight Concrete Roof Deck).
b. Section 07240: Exterior Insulation and Finish System.
c. Section 07812: Metal-Framed Skylights.
d. Section 08400: Entrances and Storefronts.
1.02 QUALITY ASSURANCE
A. Requirements of Regulatory Agencies:
I. This subcontractor will be licensed and governed strictly by local and state
authorities of this area in order to perform this work.
2. During this work, this subcontractor will be responsible for maintaining safety
among persons in the subcontractor's employ in accordance with the standards
set by the OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970.
B. Reference Standards:
I. Federal Specifications and Standards (FS).
a. FS TT-S-01543A - Sealing Compound - Silicone Rubber Base
07951 - 1
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 07951
SEALANTS AND CAULKING
PART 1- GENERAL (continued)
1.03 SUBMITTALS
A. Product Data:
I. Submit manufacturer's product specifications and data including color chart.
B. Samples:
1. Submit duplicate samples of all sealant and caulking materials including joint
backing to the Architect/Engineer for approval. Samples will be indicative of
color to be used.
1.04 PRODUCT DELIVERY, STORAGE, AND HANDLING
A. Delivery:
1. Materials will be delivered to job site in sealed containers with manufacturer's
original labels attached and accompanied by certification of compliance with
specifications.
B. Storage and Handling:
I. Materials will be stored and handled in strict accordance with manufacturer's
printed instructions.
1.05 JOB CONDITIONS
A. Environmental Requirements:
1. Compression Seals:
a. For ease in installation, the air temperature should be below 850 F. At
higher temperatures, the joint opening closes to such a degree that the
seal becomes difficult to insert.
b. Adhesives will not be applied at a temperature below 400 F.
1.06 SUBSTITUTIONS
A. The materials or products specified and detailed on drawings will be provided as
specified. Substitutions will not be permitted, except where written approval is given by
the Architect/Engineer.
07951 - 2
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 07951
SEALANTS AND CAULKING
PART 1 - GENERAL (continued)
1.07 GUARANTEE
A. Furnish a written guarantee stating that all materials and work are guaranteed against
defects for a period of not less than two (2) years after completion and final acceptance
of the work. Defects due to faulty material developed during the guarantee period will
be satisfactorily replaced by this subcontractor at the subcontractor's expense.
PART 2 - PRODUCTS
2.01 MATERIALS
A. Joint Backing:
I. Joint backing will be closed cell polyethylene in round shape and will be non-
staining, non-absorbent and capable of at least 30 percent recovery.
B. Sealant Compound:
I. Sealant compound will be Dow Corning No. 790 or General Electric "Silpruf'
silicone building sealants conforming to Federal Specifications TT-SOOI543A,
Class A.
2. Color of caulking will match color of adjacent materials.
C. Compression Seals:
1. Compression seals will be "Acmaseal" compression type seals as manufactured
by Acme Highway Products Corp.
D. Refer to "Sealant Schedule" listed at end of this specification for location of materials.
PART 3 - EXECUTION
3.01 INSPECTION
A. Examine all surfaces prior to application and notify the Architect/Engineer of any
condition detrimental to satisfactory application.
3.02 PREPARATIONS
A. All joints or channels will be cleaned and free of dirt, oil, grease, moisture, loose mortar,
or other foreign matter.
B. Metal surfaces will be wiped with Xylol or MEK and then dried.
07951 - 3
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 07951
SEALANTS AND CAULKING
PART 3 - EXECUTION (continued)
C. Masonry surfaces will be cleaned with wire brush and then blown clean. Any
waterproofing treatments contaminating the joint will be completely removed.
3.03 APPLICATION
A. Joint Backing:
I. Install joint backing rod in accordance with manufacturer's instructions and
recommended sizing for width of joint.
B. Sealant Compound:
I. Apply sealant with hand gun or air gun under sufficient pressure and through
nozzle openings of such a diameter so that a full bead of sealant is run into the
joint and fills the opening completely.
2. All beads will be tooled immediately after application to insure firm and full
contact with the inner-face of the joint.
3. Depth of sealant bead, in general, to be \I, the width of the joint.
C. Compression Seals:
1. Apply a continuous coat of adhesive to both joint interfaces immediately prior to
seal installation.
2. All compression seals will be installed using the appropriate lubricant/adhesive
as recommended by the manufacturer and in complete accordance with
manufacturer's instructions.
3. All joint seals will run in continuous lengths from one end to the other following
the contour ofthe joint and will be recessed 1/8 inch to \I, inch depending on seal
size, application and Architect/Engineer's direction.
3.04 CLEANUP
A. Remove all excess material and smears adjacent as work progresses.
B. Upon completion of this work, this subcontractor will promptly remove from site all
debris caused by this branch of work.
07951 - 4
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 07951
SEALANTS AND CAULKING
PART 3 - EXECUTION (continued)
3.05 SEALANT SCHEDULE
A. Sealant and joint backer rods will be applied to all openings which normally require
sealant including but not limited to the following:
I. Exterior joints around hollow metal door frames or louvers.
2. Exterior wall expansion and control joints.
3. Control joints in concrete coping.
4. Interior joints where detailed.
5. Joints between dissimilar materials.
B. Compression seals to be installed at the following locations:
I. Joints between mall and major store wall construction.
END OF SECTION
07951 - 5
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 08110
HOLLOW METAL DOORS AND FRAMES
Issued Final ~1
SECTION 08110
HOLLOW METAL DOORS AND FRAMES
PART 1 - GENERAL
1.01 DESCRIPTION
A. Scope:
I. Furnish all labor, materials, equipment, and transportation necessary to fabricate,
furnish, and deliver to job site all hollow metal doors and pressed steel frames
located and detailed on drawings.
2. Refer to "Door and Hardware Schedule" on drawings for door and frame numbers,
sizes, swings, gauges, hardware, and fire rating labels.
3. Pressed steel frames when occurring in masonry partitions to be installed by
mason, andwhen occurring in metal stud partitions to be installed by metal stud
installer.
4. Hollow metal doors to be hung by finish carpenter.
B. Related Work Specified Elsewhere:
1. Section 04200: Unit Masonry.
2. Section 05410: Metal Stud Framing.
3. Section 06200: Finish Carpentry.
4. Section 08400: Entrances and Storefronts.
5. Section 08710: Finish Hardware.
6. Section 09900: Painting.
1.02 QUALITY ASSURANCE
A. Requirements of Regulatory Agencies:
I. This subcontractor will be licensed and governed strictly by local and state
authorities of this area in order to perform this work.
08110 - 1
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 08110
HOLLOW METAL DOORS AND FRAMES
PART 1- GENERAL (continued)
2. During this work, the subcontractor will be responsible for maintaining safety
among persons in the subcontractor's employ in accordance with the standards set
by the OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970.
B. Reference Standards:
I. American Society for Testing and Materials (ASTM):
a. ASTM A366: Standard Specification for Steel, Carbon, Cold-
Rolled Sheet, Commercial Quality.
b. ASTM A526: Steel Sheet, Zinc-Coated (galvanized) by the Hot Dip
Process, Commercial Quality.
c. ASTM A591 : Standard Specification for Electrolytic Zinc-Coated
Steel Sheets.
d. ASTM A591: Standard Specification for Galvanizing Assembled
Steel Products.
2. American National Standards Institute (ANSI):
a. ANSI - Al ] 5.1 Specification for Door and Frame Preparation
for Mortise Door Locks for 1% Inch Doors.
b. ANSI - A 115.2 Specifications for Door and Frame Preparation for Bored
or Cylindrical Locks for 1 % Inch Doors.
1.03 SUBMITTALS
A. Shop Drawings:
1. Submit six (6) copies of shop drawings of all items specified to the
Architect/Engineer for approval. Submit drawings in accordance with
requirements described in this Section. Obtain approval of drawings prior to
proceeding with manufacturing. Shop drawings will indicate elevations of each
door type, details of each frame type, location in the building for each item,
conditions at openings with various wall thicknesses and materials, typical and
special details of construction, methods of assembling sections, reinforcement
requirements for hardware, undercut requirements, size, shape, and thickness of
materials, joints and connections. Shop drawings will designate degree of
Underwriter's Label to be provided for each door.
08110 - 2
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 08110
HOLLOW METAL DOORS AND FRAMES
PART 1 - GENERAL (continued)
1.04 PRODUCT SHIPMENT, DELIVERY, STORAGE, AND HANDLING
A. Shipment, Delivery, and Handling:
1. Ship welded frames in bundles securely strapped or in packages.
2. Ship doors individually packaged in corrugated cartons completely covering entire
door to prevent damage to door finish.
3. Before shipment, label each door and frame with metal or plastic tags to show their
location, size, door swing, and other pertinent information.
B. Storage:
I. Store doors and frames at the building site under cover. Frames will be stored in
an upright position. Place the units on at least four (4) inch wood sills or on floors
in a manner that will prevent rust or damage. Avoid the use of nonvented plastic
or canvas shelters which create a humidity chamber. If the wrapper on the door
becomes wet, remove the carton immediately. Provide a Y. inch space between the
doors to promote air circulation.
1.05 JOB CONDITIONS
A. Measurements:
1. Obtain and verify all measurements at the buildings as required to properly
fabricate and install all special door and frame requirements if and when they
occur. Verify all conditions which may affect door installation.
1.06 SUBSTITUTIONS
A. The materials and products specified and indicated on drawings by trade names,
manufacturer's name, or catalogue number will be provided as specified, and be products of
an acceptable manufacturer subject to the compliance with specification requirements
specified. Any proposed substitution of manufacturer or door series will be approved in
writing by the Architect/Engineer prior to fabrication and delivery.
B. Prior to any approval, the supplier of any substitute manufacturer or door series will submit
a complete set of specifications and fabrication details along with a door sample showing
core, seam construction, and door and hardware reinforcement.
08110 - 3
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 08110
HOLLOW METAL DOORS AND FRAMES
PART 1 - GENERAL (continued)
1.07 GUARANTEE
A. Furnish a written guarantee stating that all materials and work are guaranteed against
defects for a period of not less than one (I) year after completion and final acceptance of
the work. Defects due to faulty material and/or work developed during the guarantee
period will be satisfactorily repaired by the subcontractor at the subcontractor's expense.
PART 2 - PRODUCTS
2.01 MATERJALS
A. Hollow metal doors and pressed steel frames will be a product and type ofthe following
manufacturers:
I. Pioneer Industries: Series H.
2. Steelcraft: Series L.
3. American Steel Products: Lock Seam Design.
4. Firedoor Corporation: Lock Seam Design.
5. Republic Builders Products Corporation: DM Series (lock edge).
2.02 FABRICATION AND MANUFACTURE
A. Pressed Steel Frames:
I. Frames will be double rabbeted design, depth, and profile as detailed on drawings
and furnished with minimum 5/8 inch stop. Jambs and headers will be fabricated
of 14 gauge prime quality cold rolled steel conforming to ASTM A366 for all
interior frames, and galvanized steel conforming to ASTM A526 or ASTM A591
for all exterior frames. Head members for 7' -0" high doors installed in masonry
partitions will be four (4) inches high. Other head members will be as individually
determined per condition, two (2) inches high is acceptable. Frames will be
welded type with all exposed welds ground and sanded smooth. Center mullion
for double doors where indicated will be two (2) inches by depth of jamb.
2. Strike jambs will be provided with three (3) holes and double door headers will be
provided with two (2) holes for field installation of rubber bumpers (silencers)
furnished by finish hardware supplier.
3. All exterior door frames will be equipped with mechanically fastened perimeter
weatherstripping, approved by the Architect/Engineer, installed in the field,
furnished by the finish hardware supplier.
08110 - 4
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 08110
HOLLOW METAL DOORS AND FRAMES
PART 2 - PRODUCTS (continued)
B. Hollow Metal Doors:
I. Hollow metal doors will be I % inches thick heavy-duty flush hollow steel, lock
seam construction fabricated from 16 gauge prime quality cold rolled steel
conforming to ASTM A366 for all interior doors, and galvanized steel conforming
to ASTM A526 or ASTM A591 for all exterior doors. Door face sheets will be
formed from one (I) sheet of metal with NO seams permitted on the door face.
Seams will be permitted on the vertical edge of door only. Top and bottom of door
will be closed with a minimum 16 gauge flush or inverted closure channel. All
exterior doors will be fully insulated.
2. A one (I) inch cell honeycomb core will be laminated to the inside of both face
panels with a waterproof adhesive. The honeycomb materials will be 99 pound
test Kraft paper and have a crushing strength of not less than 4,000 pounds per
square feet (psi), and the lamination will withstand not less than 1, 100 psf in shear.
3. The clearances for doors, except fire doors, will be 3/32 inch to 1/8 inch jambs and
heads and 1/8 inch to 3/16 inch at meeting stiles of pair of doors. All interior doors
will have a % inch clearance at the bottom. All exterior doors equipped with
standard thresholds will have a one (I) inch clearance at the bottom to
accommodate \I, inch threshold and Y, inch weather seal. The clearances for fire
doors will be as required by the authority having jurisdiction. The lock edges of
stile will be beveled 1/8 inch in two (2) inches for hollow metal doors.
4. The top and bottom edges of all hollow metal exterior doors will be closed to
provide a weather seal. This seal may be provided as part of the door construction
or by the addition of inverted steel channels or other suitable shapes welded,
caulked, and sealed to the face sheets. All exterior double doors will have a steel
astragal attached to the active leaf.
5. Louvers, where required, will be manufacturer's standard metal louvers unless
specified otherwise. Size and design of louvers will be determined by the free air
space required for each individual door as indicated in Section 08710: Finish
Hardware.
C. Labeled Hollow Metal Doors and Pressed Steel Frames:
I. Where indicated in "Door and Hardware Schedule", furnish Underwriter's
Laboratories, Inc. labels with appropriate fire resistance ratings for the class of
opening specified. Both door and frame will have label attached. Construction
details and hardware application will be as approved by the labeling authority.
08110 - 5
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 08110
HOLLOW METAL DOORS AND FRAMES
PART 2 - PRODUCTS (continued)
2. All approved fire doors will be arranged to either remain in normally closed
position with suitable self-closing device or in normally open position with a
fusible element actuated mechanism which will close the door automatically in
case of fire, as indicated on drawings.
3. Pairs ofU.L. Label Fire Doors (when they occur) will have an overlapped steel
astragal welded or bolted to the active leaf.
4. Louvers, when required, will be door manufacturer's standard, equipped with U.L.
approved fusible link fire damper for label required. Louver size and design will
give the free air space required as indicated in "Door and Hardware Schedule".
D.
Shop Applied Finish:
~
1. Apply a primed finish to all galvanized and ferrous metal surfaces furnished under
this Section. Clean and chemically treat metal surfaces to assure maximum paint
adherence; follow with a dip or spray coat of rust-inhibitive metallic oxide, zinc
chromate, or synthetic resin primer on all exposed surfaces. Finished surfaces will
be smooth and free from irregularities and rough spots. Paint will be baked or
oven dried. The time and temperature for drying will be in accordance with
manufacturer's recommendations for developing maximum hardness and
resistance to abrasion.
E. Hardware Provisions and Reinforcing:
I. Hardware Provisions for Pressed Steel Frames:
a.
Frames will have steel hinge tap plate reinforcement projection welded
with provision for five (5) inches by 4\'2 inches full mortised type hinges
and steel strike tap plate reinforcement projection welded with provisions
for Universal ANSI-AI 15.1 or ANSI-AI 15.2 strike.
(
~~~
b. Frames will be provided for I \I, pair of hinges, unless noted otherwise.
Mortar guards will be formed from 26 galvanized steel and wi II be welded
in place.
c. Provide sleeve type closer reinforcement installed in frame header for all
doors which are indicated to receive door closers.
d. Provide concealed metal reinforcements for all other hardware items
indicated.
08110 - 6
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 08110
HOLLOW METAL DOORS AND FRAMES
PART 2 - PRODUCTS (continued)
e. Minimum gauges of hardware reinforcing plates will be as follows:
1) Hinge and Pivot Reinforcements: Seven (7) gauge, I Y. inch by 10
inches minimum size.
2). Strike Reinforcements: 12 gauge.
3) Closer Reinforcements: 12 gauge
4) Surface-Mounted Hardware: 12 gauge.
5) Hold-Open Arms: 12 gauge.
2. Hardware Provisions for Hollow Metal Doors:
a. Mortise, reinforce, drill, and tap doors at the factory to receive all mortised
type hardware. Drilling and tapping for surface applied hardware will be
done in the field. Provide concealed metal reinforcement for surface
applied hardware indicated in the hardware schedule.
b. Doors will have steel integral hinge reinforcement with provision for five
(5) inches by 4\'2 inches full mortise template type heavy .190 weight
hinge for I \'2 pair hinges, unless noted otherwise.
c. Doors will have steel integral lock reinforcement with provisions for
lockset sets as indicated.
d. Doors will have a steel closer reinforcement concealed in the door for all
doors indicated to receive closers as indicated.
e.
Minimum gauges for hardware reinforcing plates will be as follows.
I) Hinge and Pivot Reinforcements: Seven (7) gauge.
2) Lock Reinforcements: 12 gauge.
3) Closer Reinforcements: 12 gauge.
4) Panic Device Reinforcements: 12 gauge.
5) Flush Bolt Reinforcements: 12 gauge.
6) All Other Surface Mounted Hardware Reinforcements: 16 gauge.
08110 - 7
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 08110
HOLLOW METAL DOORS
PART 2 - PRODUCTS (continued)
F. Location of Hardware:
I. The location of hardware in connection with hinged and other swing type hollow
metal doors and frames will be as follows, unless indicated or specified otherwise.
a. Top Hinge: To manufacturer's standard, but not greater than 10 inches
from head of frame to center line of hinge.
b. Bottom Hinge: To manufacturer's standard, but not greater than
II Y, inches from finish floor to center line of hinge.
c. Intermediate Hinge: Equally spaced between top and bottom hinge.
d. Locks (cylindrical, mortise, unit, or integral): 40-5/16 inches from finish
floor to center of strike.
G. Anchors:
I. All frames will have an integral or welded on sill anchor.
2. Furnish six (6) per frame, 20 inches long corrugated or other deformed type
adjustable masonry or metal stud (as applicable) anchors.
3. All anchors will be furnished loose for field installation (by others).
2.03 WORK
A. All work will be shop fabricated to required profiles by forming and welding with comers,
angles, and edges straight and sharp. Fit and fabricate accurately with comers, joints,
seams, and surfaces free from warp, buckles or other defects.
END OF SECTION
08110 - 8
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 08710
FINISH HARDWARE
Issued Final ~OO\
SECTION 08710
FINISH HARDWARE
PART 1- GENERAL
1.01 DESCRIPTION
A. Scope:
Furnish and deliver to job site all finish hardware required to complete the work as
indicated on drawings and specifications herein. Provide all trim attachments, and
fastenings specified or required for proper and complete installation.
B. Related Work Specified Elsewhere
1. Section 06200: Finish Carpentry.
2. Section 08110: Hollow Metal Doors and Frames.
1.02 QUALITY ASSURANCE
A. Supplier Qualifications:
1. The scope of this section will be performed only by a qualified supplier with at
least five (5) years experience in hardware supply, and as approved by the
Architect/Engineer.
B. Design Criteria:
I. Any materials or operations specified by reference to the published
specifications of a manufacturer, American Society for Testing and Materials
(ASTM), Federal Specifications (FS), American Standards Association (ASA),
or other published standards, will comply with the requirements of the standard
listed.
2. Unless otherwise specified or indicated on the drawings, the location of locks,
latches, closers, etc. will conform to the recommendations of the National
Builders Hardware Association.
3. All Hardware required for labeled doors will be coordinated with requirements
of the governing codes, as well as conforming to requirements for Underwriter's
Laboratories (UL) and for the door and frame assemblies specified in this
Section.
08710 - 1
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 0871 0
FINISH HARDWARE
PART 1 - GENERAL (continued)
C. Requirements of Regulatory Agencies:
1. This subcontractor will be strictly governed by local and state authorities of this
area in order to perform this work.
2. During this work, this subcontractor will be responsible for maintaining safety
among persons in the subcontractor's employ in accordance with the standards
set by the OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970.
1.03 SUBMITTALS
A. Submit to the Architect/Engineer for approval, four (4) sets of a complete clearly
typewritten hardware schedule, showing the Architect/Engineer's mark number, door
locations, door sizes, door swings, hardware manufacturer's name and catalog numbers,
finish symbols, sizes where applicable and quantities required.
B. Similar hardware items will be by same manufacturer throughout and as many items will
be by one manufacturer as is possible. Schedule each item of hardware required for each
door or item of equipment. List hardware item number, manufacturer, manufacturer's
number or symbol, and finish.
C. Submit three (3) copies of shop drawings (manufacturers hardware cuts) of all substitute
hardware items to be supplied, to the Architect/Engineer for approval. These samples
and shop drawings will indicate manufacturer, materials, finishes, size or parts,
thickness, fastenings, clearances, installation details, and the relation to work of other
trades.
D. Obtain approval of the hardware schedule and shop drawings prior to fabrication and
delivery.
E. Templates:
I. Hollow metal doors and frames will be prepared for finish hardware at the
factory, supply all necessary template information to the Project Superintendent
who will submit same to the hollow metal door and frame manufacturer
promptly to prevent delay in progress of the project.
2. The hardware supplier will cooperate with the door and frame manufacturers to
insure that all equipment is properly prepared to receive the hardware. This will
include necessary information in connection with the location of hinges and
locksets, so that doors and frames can be properly prepared in such a way that
they may be installed without additional adjustment or moving of the various
components.
08710 - 2
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 08710
FINISH HARDWARE
PART 1- GENERAL (continued)
1.04 PRODUCT DELIVERY, STORAGE, AND HANDLING
A. Marking and Delivery: The hardware supplier will properly package all equipment to be
furnished and will identifY each package with the appropriate Architect/Engineer's mark
number, so that the Installing Contractor can properly identifY each and every item in
connection with the door opening in which it is to be installed:
B. Product Handling: The hardware supplier will package each item of hardware separately
in individual containers, complete with necessary screws, keys, instructions, and
installation template for spotting mortising tools. Mark each container with item number
corresponding to number shown on hardware schedule for the opening in which it is to
be installed:
I. Provide adequately locked storage space with necessary open shelves, bins, and
counters for assembly of hardware before distribution and installation.
2. Hardware will be checked after delivery to the project site by the hardware
supplier before it is installed.
1.05 SUBSTITUTIONS
A. The materials and products specified under this section by trade name, manufacturer's
name, or catalogue number will be provided as specified. Substitutions will not be
permitted without the written approval of the Architect/Engineer.
1.06 GUARANTEE
A. Furnish a written guarantee stating that all materials and work are guaranteed against
defects for a period of not less than one (I) year after completion and final acceptance of
the work. Defects due to faulty material or work developed during the guarantee period
will be satisfactorily repaired by this subcontractor at the subcontractor's expense.
PART 2 - PRODUCTS
2.01 PROPRIETARY PRODUCTS
A. References to specific proprietary products are used to establish minimum standards of
utility and quality. Unless otherwise approved by the Architect/Engineer, provide only
the specific products. Design is based on the materials specified. Other materials may
be considered by the Architect/Engineer in accordance with the provisions of items 1.03
and 1.05 of this section.
2.02 FASTENERS
A. Furnish all finish hardware with all necessary screws, bolts, and other fasteners of
suitable size and type to anchor the hardware in position for long life under hard use.
08710 - 3
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 08710
FINISH HARDWARE
PART 2 - PRODUCTS (continued)
B. Furnish fastenings where necessary with expansion shields, toggle bolts, sex bolts, and
other anchors approved by the Architect/Engineer, according to the material to which the
hardware is to be applied and the recommendations of the hardware manufacturer.
C. All fastenings will harmonize with the hardware as to material and finish.
2.03 FINISHES
A. Unless specifically noted otherwise, the exposed finish on all hardware items will be
United States Standard US26D - Satin Chromium Plated.
B. All finishes will be free from scratches or other visible imperfections and will be
reasonably protected in containers until installed.
2.04 Use strike for ASA Preparation A115.2 on metal frames.
2.05 Hinges will have fiat button tips and be ball bearing type with nonremovable pins. Hinges for
doors in openings to receive Underwriter's Label will be steel, and furnished with screws of size
and type approved by U.L.
2.06 Locksets and latchsets will be heavy duty series with 2% inch backset and y, inch latch or bolt
throw.
2.07 Dead bolts will be hardened or contain inserts and have a one (I) inch bolt throw for exterior
doors.
2.08 All exterior locks will be capable of resisting a force of 300 pounds applied in any
moveable direction.
2.09 Locks on all exterior doors will have a minimum of 6,000 possible key changes.
2.10 All closer soffit plates to be extra heavy duty.
2.11 Crossbars on all exit devices will be brass, bronze or stainless steel. Aluminum cross
bars are not permitted.
2.12 KEYING
A. All individual Tenant storeroom rear delivery doors will be keyed independently and not
master keyed. All keys will be properly tagged with store number and lock number and
shipped to the Project Manager at the job site.
B. Mall Keying System: There will be no master keys, only key alike groups. Key alike
groups will be as follows:
I. A: Corridor Doors.
08710 - 4
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 08710
FINISH HARDWARE
PART 2 - PRODUCTS (continued)
2. B: Meter Rooms, Electrical Closets, Telephone Room, and House Service.
3. C: Glass and Aluminum Entrance Doors
4. D: Maintenance, Mall Office, Public Facilities.
C. Properly tag all keys, indicating door number applicable to each key.
2.13 HARDWARE TYPES
A. Lockets:
I. Lockset # I: Key operates outside lever. Inside lever always free. Active leaf.
Sargent: IOG04-LL, Schlage: D80PD RHO, Falcon: L Y581 DG, Corbin: 857-77,
Russwin: 857-77.
2. Lockset #2: Key locks or unlocks outside lever. Inside lever always free.
Sargent: IOG37-LL, Schlage: D70PD RHO, Falcon: L Y56IDG, Corbin: 855-77;
Russwin: 855-77.
B. Passage Set Locks: Both levers always free. Sargent: IOUl5-LL, Schlage: D I OSOL Y,
Falcon: LY-IOIDG, Corbin: 810-77, Russwin: 810-77.
C. Privacy Set Locks: Falcon: LY 301-DG, Schlage: D40S, Corbin: 820, Sargent: IOU65,
Yale: 5402L.
D. Door Closers:
1. Closer #1: One (I) per leaf. Norton: P 7703, LCN: 4113, with 5th hole spacer.
2. Closer #2: One (I) per leaf. Norton: P7704, LCN: 4114.
3. Closer #3: One (I) per leaf(push side). Norton: 7705, LCN: 4114 with 5th
hole spacer.
4. Closer #4: One (I) per leaf, Norton 7706, LCN 4116 with 5th hole spacer.
E. Threshold: Standard threshold. Aluminum - four (4) inches by y, inch by width of
opening. Reese: S204A, Zero: 654, Pemko: 170A, National Guard: 424.
F . Weatherstripping:
1. Sill Protection: Aluminum with neoprene. National Guard: I13AN, Zero: 153,
Pemko: 211N.
08710 - 5
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 08710
FINISH HARDWARE
PART 2 - PRODUCTS (continued)
2. Perimeter Protection: Head and side jambs, aluminum with neoprene. National
Guard: 137AN, Zero: 328, Pemko: 319AN.
G. Butt Hinges:
I. Butt # I: Heavy weight, ball bearing. I y, pair per leaf. 4V, inches by 4Y, inches.
NRP, Stanley: FBBI68, Hager: BB1I68, Soss: 4B500-45TBB; McKinney:
T4B3786, Lawrence: BB5151.
2. Butt #2: Standard weight, ball bearing. I y, pair per leaf. 4V, inches by 4Y,
inches. US26D; Stanley: FBB 179, Hager: BB 1279 Lawrence: BB41 0 1.
H. Cylinder:
1. Schlage: 900, Yale: 7152, Corbin: 5253, Sargent: 41.
2. Remainder of hardware for mall entrances are furnished and installed under
Section 08400: Entrances and Storefronts.
I. Armor Plates: Both sides each leaf, 48 inches high by width of door with beveled edges,
14 gauge. Baldwin: 2017, Corbin: 2314, Trimco: 1024.
J. Door Silencers: Ives No. 20, Trimco: I 229A, G-J: 64.
K. Reinforcing Pivot Hinges: For 4Y, inch by 4Y, inch hinges, one (I) per leaf. Stanley:
225, Hager: 253.
L. Door Stops: Wall mounted (knob). Corbin: 337, Sargent: 3424, Trimco: W1273CS,
Ives: 403, G.J: WB50X.
M. Automatic Flush Bolts: Two (2) per inactive door: US26D, Corbin: 3846 x C31 - 3846
x 32, G-J FB-7.
N. Lock Guard: 2V, inches wide by 12 inches long stainless steel concealed fasteners.
Precision Hardware, Inc., 1625, G-J: LP Series.
O. Kick Plate: Eight (8) inches by wide of door with beveled edges, 16 GA, both sides of
leaf.
P. Panic Hardware: Von-Duprin 33 Series with lever latch (passage) on inside of corridor
for doors in series and key-operated lockset for exterior doors.
08710 - 6
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 08710
FINISH HARDWARE
PART 3 - EXECUTION
3.01 Finish hardware will be installed under the work of Section 06200: Finish Carpentry as follows:
A. Install hardware accurately fitted, securely applied, and carefully adjusted. Install in
accordance with manufacturer's instructions. Use care not to injure other work when
installing.
B. Provide and use mortising tools and other special equipment and appliances as required
for proper installation of hardware items.
3.02 HARDWARE SCHEDULE
A. Furnish the following hardware in the amounts indicated or required for a complete and
proper installation.
3.03 MISCELLANEOUS HARDWARE REQUIREMENTS
A. Door Silencers:
1. Provide two (2) silencers per double door header and tree (3) silencer per strike
jamb.
2. Silencers will be provided on all interior door frames.
B. Weatherstripping: Provide weatherstripping on all exterior hollow metal doors.
C. Reinforcing Pivot Hinges:
I. Provide on all hollow metal doors.
D. Closers:
I. All closers on exterior doors will be located on interior side of the door.
2. All closers on corridor doors (open to mall and Food Court) will be located on
the corridor side of the door.
3. All other closers on corridor doors will be located on the room side of the door.
END OF SECTION
08710 - 7
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 08800
GLAZING
Issued Final
IJAi'l rs-ZOOI
SECTION 08800
GLAZING
PART 1 - GENERAL
1.01 DESCRIPTION
A.
Scope:
1.
This work includes the furnishing and fabrication of all glass and glazing
material required for automatic entrances, including doors and storefront metal
framed windows, complete as located and detailed on drawings.
2. Installation of glass and glazing materials required for storefront windows are
specified under Section 08400: Entrances and Storefronts.
3. Installation of glass and glazing materials required for automatic entrances
including doors is specified under Section 08425: Automatic Entrances.
4. Installation of glass and glazing materials required for metal framed skylights is
specified under Section 07812: Metal Framed Skylights.
1.02 QUALITY ASSURANCE
A. Requirements of Regulatory Agencies:
1. This subcontractor will be licensed and governed strictly by local and state
authorities of this area in order to perform this work.
2. During this work, this subcontractor will be responsible for maintaining safety
among persons in the subcontractor's employ in accordance with the standards
set by the OCCUPATIONAL SAFETY AND HEALTH ACT of 1970.
B. Source Quality Control:
I. All glass will bear the manufacturer's identifYing label.
C. Reference Standards:
1. Federal Specifications and Standards (FS):
a. FS/DD-G-1403 - Glass, Plate (Float), Sheet, Figured, and Spandrel
(Heat Strengthened and Fully Tempered).
08800 - 1
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 08800
GLAZING
PART I - GENERAL (continued)
2. American National Standards Institute (ANSI):
a. ANSI Z 97.1 - American National Standard for Safety Glazing Material
Used in Buildings - Safety Performance Specifications and Methods of
Test.
1.03 SUBMITTALS
A. Samples:
1. Provide two (2) 12 inch by 12 inch samples of each type of glass schedule for
installation.
2. Provide two (2) 12 inch lengths of each type gasket employed.
B. Manufacturer's Literature:
I. Submit two (2) printed manufacturer's descriptive data and catalog cuts on glass
and glazing materials.
1.04 PRODUCT DELIVERY, STORAGE, AND HANDLING
A. Product Delivery:
I. Deliver glass to site in substantial, protective containers that will provide
protection from weather and breakage.
B. Storage and Handling:
I. Store all glass in original containers in which glass was shipped, labels intact,
indoors, away from water or moisture accumulations and condensations; and
keep glass free from contamination by materials capable of staining glass.
Workman will be of sufficient number to ensure the safe handling and storage of
glass; will use gloves, safety shoes, hardhats, and glazing gauntlets as required
when transporting or handling lites of glass. Do not slide one lite of glass over
another.
1.05 JOB CONDITIONS
A. Measurements:
1. Sizes for glass will be measured from the actual installed frames, doors, and
sash.
08800 - 2
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 08800
GLAZING
PART 1 - GENERAL (continued)
B. Environmental Requirements:
I. Perform glazing when ambient temperature is above 400 F and on dry surfaces.
C. Sequence and Scheduling:
I. Schedule glass deliveries to coincide with glazing schedules.
1.06 SUBSTITUTIONS
A. The materials or products specified and indicated on drawings will be provided as
specified. Substitutions will not be permitted, except where written approval is given by
the Architect/Engineer.
1.07 GUARANTEE
A. Furnish a written guarantee stating that all materials and work are guaranteed against
defects for a period of not less than one (I) year after completion and final acceptance of
work. The written guarantee will state that defects due to faulty material or work
developed during the guarantee period will be satisfactorily replaced by this
subcontractor at the subcontractor's expense.
PART 2 - PRODUCTS
2.01 APPROVED MANUFACTURERS
A. All glass and glazing materials will be a product of the following manufacturers:
I. Viracon - Sentry Glas Plus or an approved equal.
2.02 MATERIALS
A. Glass:
I. Glass used for metal framed skylights will be Solex tinted double glazed
insulating glass consisting of 1< inch thick tempered light green tinted glass outer
lite, y, inch air space, and 7/16 inch thick heat strengthened clear safety glass
inner lite. 7/16 inch (nom.) thick safety glass inner lite will be composed of two
(2) layers 3/16 inch thick heat strengthened clear glass with 0.090 inch thick
SGP interlayer. Light transmittance of one (I) inch insulating glass will be 67
percent and relative heat gain will be approximately 118 BTU per hour per
square foot.
08800 - 3
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 09250
GYPSUM WALLBOARD
Issued Final ~1
SECTION 09250
GYPSUM WALLBOARD
PART 1 - GENERAL
1.01 DESCRIPTION
A. Scope:
I . Furnish all gypsum drywall and related accessories required for metal stud
framed partitions, and steel beam enclosures, complete as located and detailed
on drawings.
B. Related Work Specified Elsewhere:
1. Section 05410: Metal Stud Framing.
2. Section 09510: Acoustical Ceilings.
3. Section 09900: Painting.
1.02 QUALITY ASSURANCE
A. Requirements of Regulatory Agencies:
I. This subcontractor will be strictly governed by local and state authorities of this
area in order to perform this work.
2. During this work, this subcontractor will be responsible for maintaining safety
among persons in the subcontractor's employ in accordance with the standards
set by the OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970.
B. Reference Standards:
I. American Society for Testing and Materials (ASTM):
a.
ASTM C 36
Standard Specifications for Gypsum Wallboard
b.
ASTM C 79
Standard Specification for Gypsum Sheathing Board.
c. ASTM C 474 - Standard Methods of Testing Joint Treatment Materials
For Gypsum Wallboard Construction
d. ASTM C 475 - Standard Specification for Joint Treatment Materials for
Gypsum Wallboard Construction.
09250 - I
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 09250
GYPSUM WALLBOARD
PART I - GENERAL (continued)
c. ASTM C 630 - Standard Specification for Water Resistant Gypsum
Backing Board.
f. ASTM C 646 - Standard Specification For Steel Drill Screws For the
Application of Gypsum Sheet Material to Light-Gage Studs.
2. Federal Specifications (FS):
a. FS/SS-L-30C - Lath, Sheathing, and Wallboard, Gypsum.
b. FS/SS-L-30D - Wallboard, Gypsum, Moisture Resistant.
c. FS/SS-J-570A- Joint Compound and Tape, Wallboard (For Gypsum
Wallboard Construction).
1.03 PRODUCT STORAGE
A. Upon delivery to the site, store materials in their original unopened packages in an
enclosed shelter providing protection from damage from exposure to the elements.
Damage or deteriorated materials will be removed from the premises.
1.04 SUBSTITUTIONS
A. The materials or products specified and indicated on drawings by trade names,
manufacturer's name or catalogue number will be provided as specified. Substitutions
will not be permitted, except where approved by Architect/Engineer.
1.05 GUARANTEE
A. Furnish a written guarantee stating that all materials are guaranteed against defects for a
period of not less than one (I) year after completion and final acceptance of the work.
Defects due to faulty material developed during the guarantee period will be
satisfactorily replaced by this subcontractor at the subcontractor's expense.
PART 2 - PRODUCTS
2.0 I MA TERIALS
A. Drywall:
I. Firerated Drywall, where indicated on drawings, will be Type X firerated
gypsum drywall with beveled edgcs and will comply with Federal Specification
SS-L-30C and ASTM Specification C36. Fircrated drywall will be one (1) of
the following:
a. Firecode as manufactured by USG.
09250 - 2
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 09250
GYPSUM WALLBOARD
PART 2 - PRODUCTS (colltillued)
b. Fire-Shield as manufactured by Gold Bond.
c. G-P Firestop as manufactured by Georgia-Pacific.
2. Moisture resistant drywall, where indicated on drawings, will comply with
Federal Specification SS-L-30D, Type VII, and ASTM Specification C630.
Moisture Resistant board will be one of the following:
a. W /R as manufactured by USG.
b. MR board as manufactured by Gold Bond.
c. G-P Backer Board as manufactured by Georgia-Pacific.
3. Exterior grade gypsum sheathing back-up for exterior insulation and finish
system will be gypsum sheathing board with square edges and
water-resistant/fire-resistant (Type "X") treated core and will comply with
Federal Specification SS-L-30 for Type II (sheathing), grade W, class 2 and
ASTM C 79. Submit to the Architect/Engineer, test results and literature stating
sheathing is acceptable for use with exterior insulation and finish system.
Gypsum sheathing will be one of the following:
a. Gypsum Sheathing (Firecode) as manufactured by USG.
b. FS Gypsum Sheathing as manufactured by Gold Bond.
c. G-P Firestop Gypsum Sheathing as manufactured by Georgia-Pacific.
d. Dens-Glass Gold Sheathing as manufactured by Georgia-Pacific.
B. Drywall Screws:
I. Drywall screws will comply with ASTM Specification C646, and be case
hardened steel, Phillips head, self-drilling, self-tapping as manufactured by USG
or Gold Bond, and will be of the following lengths:
a. I" Type "S" for single layer application.
b. 1-5/8" Type "S" for double layer application.
c. 2-1/4" Type "S" for triple layer application.
C. Drywall Trim:
1. Exterior corners will receive DUR-A-BEAD No.1 03, 1-1/4" x 1-1/4" or No. 900
corner bead, both as manufactured by USG.
09250 - 3
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 09250
GYPSUM WALLBOARD
PART 2 - PRODUCTS (continued)
2. Trimmed edges will receive metal trim No. 200-B or No. 701-B, both as
manufactured by USG.
D. Drywall Control Joints:
1. Drywall control joints will be No. 093 as manufactured by USG.
E. Joint Treatment Products:
1.
Joint Treatment Products, such as tape, joint compound cement and cement
topping will be standard as manufactured by the drywall manufacturer and will
comply with ASTM Specifications C474 and C475 and Federal Specifications
SS-J-570A.
END OF SECTION
09250 - 4
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 09255
REINFORCED GYPSUM COLUMN ENCLOSURES
Issued Final J AN 3 L.WOl
SECTION 09255
REINFORCED GYPSUM COLUMN ENCLOSURES
PART 1 - GENERAL
1.01 DESCRIPTION
A. Scope:
I. Furnish and install all glass fiber reinforced gypsum column enclosures and related
accessories required for interior columns complete as located throughout malls and
concourses and detailed on drawings.
B. Related Work Specified Elsewhere:
I. Section 05410: Metal Stud Framing.
2. Section 05500: Metal Fabrications.
3. Section 06100: Rough Carpentry.
4. Section 09250: Gypsum Wallboard.
5. Section 09900: Painting.
1.02 QUALITY ASSURANCE
A. Manufacturer's Qualifications:
I. Fabrication shall be performed only by a qualified manufacturer with at least five
(5) years experience in fabrications of a similar nature, and as approved by
Architect/Engineer.
2. The glass fiber reinforced gypsum manufacturer shall meet and pay for the
following requirements:
a. Retain an independent testing or consulting firm approved by
Architect/Engineer.
b. This firm shall perform daily tests during fabrication of column
enclosures. Test reports shall indicate and conform to all material
characteristics listed under Section 2.02 of this specification.
09255-1
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 09255
REINFORCED GYPSUM COLUMN ENCLOSURES
PART 1 - GENERAL (continued)
c. If the report indicates to the contrary, the Architect/Engineer, at this
subcontractor's expense, will inspect and, at ArchitectlEngineer's option,
reject any or all products produced during the period of non-compliance
with the above requirements.
B. Requirements of Regulatory Agencies:
I . This subcontractor shall be strictly governed by local and state authorities of this
area in order to perform this work.
2. During this work, this subcontractor shall be responsible for maintaining safety
among persons in the subcontractor's employ in accordance with the standards set
by the OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970.
1.03 SUBMITTALS
A. Shop Drawings:
I. Prior to fabricating gypsum units, submit one reproducible set (sepia prints) of
shop drawings to the Architect/Engineer for approval. Indicate all plans,
elevations, profiles, finishes, dimensions and cross-sections; location, size and type
of supports, and all items which occur in or affected by column enclosures.
Indicate welded connections by A WS standard symbols. Show location and
details of anchorage devices. Proposed deviations from design concepts shall not
be permitted in the shop drawings submittal process, revisions shall be submitted
and approved prior to submittal of shop drawings.
2. Approval of the shop drawings shall precede fabrication.
3. Shop drawings shall be made in conformity with the best modern practice and with
due regard to speed and economy in fabrication and erection.
4. While shop drawings prepared by the fabricator and approved by the
ArchitectlEngineer are deemed to represent the correct interpretation of the work
to be done, the fabricator is not relieved of the responsibility for accuracy of
detailed dimensions shown thereon.
B. Test Reports:
I. Daily, during production of prefabricated units, submit for Architect/Engineer's
review reports of testing of glass fiber reinforced gypsum units as specified herein.
09255-2
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 09255
REINFORCED GYPSUM COLUMN ENCLOSURES
PART I - GENERAL (continued)
C. Samples and Mock-Up:
I. Submit triplicate samples to the ArchitectJEngineer for approval of each type of
finished facing on column enclosures before commencement of manufacture. If
samples are not approved, resubmit until approval is obtained. Furnish samples
approximately 12 inches by 12 inches face size, representative of the proposed
finished product, and clearly indicative of the final finish. The ArchitectJEngineer
will be the sole judge in appraising the similarity of samples submitted to samples
on file and his decision will be final. After approval of the 12 inch by 12 inch
samples, the manufacturer shall produce one column enclosure with all trim. Said
column enclosure shall be reviewed by the Architect/Engineer and if approved it
shall be placed at the site at the location designated by the Architect/Engineer.
This column enclosure shall become the standard for all work. All work not
meeting this standard shall be rejected and replaced by the Manufacturer at no
expense to the Owner.
1.04 PRODUCT DELIVERY, HANDLING AND STORAGE
A. Deliver glass fiber reinforced gypsum column enclosures to Project site in such quantities
and at such times to assure continuity of installation. Store units indoors in a dry and clean
location, off the ground at Project site to prevent cracking, distortion, warping, staining, or
contamination points as shown on final approved Shop Drawings.
B. Protective boxing of other suitable means shall be employed. No lumber of material liable
to stain or deface column enclosures shall be used.
C. Edges of the units shall be adequately protected by padding or other means to prevent
staining, chipping, or spalling.
1.05 SCHEDULING
A. Manufacturing, delivery and erection schedules shall be coordinated under the direction of
the General Contractor.
1.06 JOB CONDITIONS
A. Installation of finished materials shall begin only after glazing is complete and all exterior
openings are closed. All wet work shall be completed and dried out to the
Architect/Engineer's satisfaction. No work is to start until uniform temperature of at least
601-1 is available. The installation contractor shall be responsible for the examination of his
materials, and shall not proceed until all satisfactory conditions have been met.
09255-3
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 09255
REINFORCED GYPSUM COLUMN ENCLOSURES
PART I - GENERAL (continued)
1.07 SUBSTITUTIONS
A. The materials or products specified herein and indicated on drawings by trade names,
manufacturer's name or catalog number shall be provided as specified. Substitutions will
not be permitted, except where approved by Architect/Engineer.
1.08 GUARANTEE
A. Furnish a written guarantee stating that all materials and workmanship are guaranteed
against defects for a period of not less than two (2) years after completion and final
acceptance of the work. Defects due to faulty material and workmanship developed during
the guarantee period shall be satisfactorily replaced by this subcontractor at his expense.
PART 2 - PRODUCTS
2.01 APPROVED MANUFACTURERS
A. The following manufacturers shall be considered acceptable subject to compliance with
specification requirements.
I. Custom Castings, 3324 Stuart Drive, Fort Worth, Texas 76110, telephone: (817)
927-2707.
2. Edon Corp., 1160 Easton Rd., Harsham, Pennsylvania 19044, telephone: (800)
523-2539.
3. Felber, Inc., I JO Ardmore Avenue, Box 551, Ardmore, Pennsylvania 19003,
telephone: (215) 642-4710.
4. Plastrglass, Inc., 4200 No. 30th Street, Omaha, Nebraska 68111, telephone: (401)
455-0652.
5. PlasterForm Inc., 155 Martin Ross Avenue, Unit 2, Downsview, Ontario, Canada
M3J2L9, telephone: (416) 665-6420.
6. Formglas, Inc., 250 Rayette Road, Concord, Ontario L4K 2G6 Canada, telephone:
(416) 669-5111.
2.02 MATERIALS
A. Column enclosures shall be fabricated from glass reinforced polymer gypsum,
configurations detailed on drawings. Provide all required reinforcements, connections,
anchors and accessories. Column base section shell thickness shall be thickened to 6'-0"
above finished floor.
B. Adhesive shall be as recommended by the column enclosure manufacturer.
09255-4
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 09255
REINFORCED GYPSUM COLUMN ENCLOSURES
PART 1 - GENERAL (continued)
1.07 SUBSTITUTIONS
A. The materials or products specified herein and indicated on drawings by trade names,
manufacturer's name or catalog number shall be provided as specified. Substitutions will
not be pennitted, except where approved by Architect/Engineer.
1.08 GUARANTEE
A. Furnish a written guarantee stating that all materials and workmanship are guaranteed
against defects for a period of not less than two (2) years after completion and final
acceptance ofthe work. Defects due to faulty material and workmanship developed during
the guarantee period shall be satisfactorily replaced by this subcontractor at his expense.
PART 2 - PRODUCTS
2.01 APPROVED MANUFACTURERS
A. The following manufacturers shall be considered acceptable subject to compliance with
specification requirements.
1. Custom Castings, 3324 Stuart Drive, Fort Worth, Texas 76110, telephone: (817)
927-2707.
2. Edon Corp., 1160 Easton Rd., Harsham, Pennsylvania 19044, telephone: (800)
523-2539.
3. Felber, Inc., 110 Ardmore Avenue, Box 551, Ardmore, Pennsylvania 19003,
telephone: (215) 642-4710.
4. Plastrglass, Inc., 4200 No. 30th Street, Omaha, Nebraska 68111, telephone: (401)
455-0652.
5. PlasterForm Inc., 155 Martin Ross Avenue, Unit 2, Downsview, Ontario, Canada
M3J2L9, telephone: (416) 665-6420.
6. Formglas, Inc., 250 Rayette Road, Concord, Ontario L4K 2G6 Canada, telephone:
(416) 669-5111.
2.02 MATERIALS
A. Column enclosures shall be fabricated from glass reinforced polymer gypsum,
configurations detailed on drawings. Provide all required reinforcements, connections,
anchors and accessories. Column base section shell thickness shall be thickened to 6'-0"
above finished floor.
B. Adhesive shall be as recommended by the column enclosure manufacturer.
09255-4
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 09255
REINFORCED GYPSUM COLUMN ENCLOSURES
PART 2 - PRODUCTS (continued)
C. Tape and spackle shall be as recommended by the column enclosure manufacturer.
D. Special hardware items for stability, including minimum 18 gauge angle base supports,
shall be as furnished by the column enclosure manufacturer.
E. Glass fiber reinforced gypsum column enclosures shall have the following minimum
physical characteristics. Submit all test data performed by the independent testing firm to
the Architect/Engineer for review and approval.
1. Shell Thickness: 3/16" (minimum).
2. Flexual Strength: 3200-4000 psi.
3. Glass Fiber: 5% - 6% by weight.
4. Modulus of Elasticity in Tension: 2.7-3.8 x 106 psi.
5. Ultimate Tensile Strength: 1200-1400 psi.
6. Modulus of Elasticity in Flexure: 2.1 x 106 psi.
7. Impact Strength: 8.0-8.8 ft.lb./in.2.
8. Flammability: Class "A" per ASTM E-84, flame spread of25 or less.
9. Rockwell Hardness: M72, or equal.
10. Density: 103-112Ib./ft.3.
11. Thermal Coefficient of Expansion: 8.3 x 106 in/in/F.
12. Weight: lib. per sq.ft. - 1110" thick.
NOTE: Additional layers of reinforcements shall be added to the shells from the base to 6'-
0" above finish floor.
2.03 FABRICATION
A. Forms:
1. Forms shall be constructed in such a manner that they are completely rigid and
strong enough to withstand without defIection, waves, movement or leakage
during placement of gypsum. Forms shall also be constructed to the required sizes
and shapes to properly form smooth monolithic finish column enclosures as
detailed on drawings including all cap and base details.
09255-5
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 09255
REINFORCED GYPSUM COLUMN ENCLOSURES
PART 2 - PRODUCTS (continued)
B. Mixing and Placing:
I. All gypsum mix ingredients shall be mixed in a mechanical mixer with the proper
additives to the specified strength requirements and other physical properties.
2. Placement of gypsum mix and glass fiber shall be coordinated to provide
reinforced gypsum column enclosures to the indicated sizes shapes and smooth
finish. Finish shall be free of waves, stains, cracks, wrinkles or buckles. Edges of
column enclosures at vertical and horizontal joints shall be beveled to permit
application of joint reinforcement and finishing.
c.
Curing:
1. The completed unit shall remain in the form until gypsum has set and become hard
and has achieved adequate strength for stripping from form.
2. After stripping, store reinforced gypsum units in a controlled environment,
properly supported to avoid curing marks or staining and eliminate warping or
bowing.
3. Removal of glass fiber reinforced columns from forms shall be predicated on
previous tests to establish time required to produce finish and strength specified.
4. Units which deviate in color and texture due to extended form cure time shall be
rejected.
2.04 MANUFACTURING AND ERECTION TOLERANCES
A. Form each unit in accurate and dimensionally stable molds to accomplish the effects as
described andlor detailed. All faces, surfaces, and sides shall be level in plane and finished.
All edges shall be true to line and all intersections shall be square.
B. Tolerances for dimensions and appearance shall be in accordance with the following:
1. Dimensional-all directions: Plus or minus 1/8 inch.
2. Thickness-skin: Plus 1/16",-0
3. Thickness - total unit: Plus 118 inch, -0
4. Warpage or bowing: Plus or minus 1/16" per ft.
5. Out of round: Plus or minus 1/32" per inch. dia.
09255-6
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 09255
REINFORCED GYPSUM COLUMN ENCLOSURES
PART 3 - EXECUTiON
3.01 GENERAL
A. Use adequate number of skilled workers who are thoroughly trained and experienced in the
necessary crafts and who are completely familiar with the specified requirements and the
methods needed for proper performance ofthe work in this section.
3.02 INSPECTION
A. Prior to installation of the work of this section, carefully inspect the installed work of all
other trades and verifY that all such work is complete to the point where this installation
may properly commence. VerifY that all materials can be installed in complete accordance
with the original design and the governing codes.
B. In the event of discrepancy, this subcontractor shall notifY the job superintendent and the
Architect/Engineer in writing of any and all conditions which, in his opinion, will affect the
satisfactory execution of his work or endanger its permanence. Do not proceed with
installation in areas of discrepancy until all such discrepancies have been fully resolved.
C. Commencing of application shall constitute acceptance by this subcontractor that the work
of other trades are in proper condition to receive his work. After such acceptance, this
subcontractor shall be liable for correcting all work and materials which produce an
unsatisfactory installation.
3.03 INSTALLATION
A. Install glass fiber reinforced gypsum column enclosures in their correct locations as shown
on the drawings and in accordance with manufacturer's approved shop drawings and
instruction. Enclosures units shall be set level, plumb and square. The entire assembly
shall be rigid and shall present a smooth monolithic finished assembly ready to receive
finish:
I. Secure base of columns to floors with clip angles as approved by manufacturer.
2. Spread adhesive over flanges of both sections of column covers and press covers
together over structural columns.
3. Secure covers with straps located maximum of60 inches apart and maximum of
24 inches from ends of column for 24 hours.
4. Remove straps and tape and fill joints and fasteners with joint compound. Joint
shall be neatly finished and sanded after setting and left in a condition to receive
paint. Trowel for joint finishing shall be curved to column radii to avoid flat spots
in joint.
09255-7
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 09255
REINFORCED GYPSUM COLUMN ENCLOSURES
PART 3 - EXECUTION (continued)
3.04 CLEANUP
A. Upon final completion of all work, this subcontractor shall remove all unused material,
debris, and equipment from this site.
END OF SECTION
09255-8
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 09300
TILE WORK
ISSZiedFinal~l
SECTION 09300
TILE WORK
PART 1 - GENERAL
1.01 DESCRIPTION
A. Scope:
I. Furnish all labor, materials, transportation, protection, apparatus, tools, and
equipment and perform all operations required for the complete installation of all
paver tile, quarry tile, and ceramic tile as located and detailed on drawings.
2. The general contractor, not the tile subcontractor, will furnish and install the
concrete sub-slab. The owner will make arrangements to scarifY the surface of the
troweled concrete sub-slab to receive tile.
3. Install tile on floors and base, columns, curbs, platforms, planter walls and
fountains, throughout malls and concourses. Refer to drawings for color location,
joint layout and design patterns.
4. Furnish and install all expansion and control joints occurring in tile complete as
detailed on drawings and as specified.
5. Furnish extra tile and deliver it to the mall manager for storage. Extra tile will be
used in the future for tenant storefronts and replacement tiles.
B. Related Work Specified Elsewhere:
l. Section 04200: Unit Masonry.
2. Section 09250: Gypsum Wallboard.
3. Section 09306: Ceramic Floor Tile
4. Section 09307: Ceramic Wall Tile
1.02 QUALITY ASSURANCE
A. Applicator Qualifications:
I. Installation will be performed only by a qualified installer with at least five (5)
years experience in installations of a similar nature, and as approved by
Architect/Engineer.
09300 - 1
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 09300
TILE WORK
PART I - GENERAL (continued)
B. Requirements of Regulatory Agencies:
I. Local and state authorities of this area will govern this subcontractor in order to
perform this work.
2. This subcontractor will maintain the safety among persons in the subcontractor's
employ in accordance with the standards set by the OCCUPATIONAL SAFETY
AND HEALTH ACT OF 1970.
C. Reference Standards:
I. All materials and/or operations specified by reference to the published
specifications of a manufacturer, The American Society for Testing and Materials,
Tile Council of America, The National Terrazzo and Mosaic Association, Inc., or
other published standards will comply with the requirements of the current
specification standard listed.
2. Tile Council of America (TCA):
a. Handbook for Ceramic Tile Installation.
3. American National Standards Institute (ANSI):
a. Ceramic Mosaic Tile, Quarry Tile and Paver Tile installed with Portland
Cement Mortar- ANSI AI08.!.
b. Ceramic Tile Installed with Water Resistant Organic Adhesives - ANSI
AI08A.
c. Ceramic Tile Installed with Dry-Set Portland Cement Mortar -ANSI
A108.5.
d. Installation of Grout in Tile Work - ANSI AI08.10.
e. Specifications for Latex-Portland Cement Mortar - ANSI A118A.
f. Specification of Ceramic Tile Grouts - ANSI AI18.6.
g. Dry-Set Portland Cement Mortar - ANSI A 118.1.
h. Ceramic Tile - ANSI AI37.!.
4. American Society for Testing and Materials (ASTM):
a. C 144 - Aggregate for Masonry Mortar.
09300 - 2
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 09300
TILE WORK
PART 1 - GENERAL (continued)
b. C 150 - Portland Cement.
c. C I 07 - Hydrated Lime for Masonry Purposes.
d. C241 - Abrasion Resistance of Stone Subjected to Foot Traffic.
e. C373 - Standard Method of Test for Water Absorption, Bulk Density,
Apparent Porosity, and Apparent Specific Gravity of Fired Porous
Whiteware Products.
f. C424 - Standard Method of Test for Crazing Resistance of Fired Glazed
Whitewares by Autoclave Treatment.
g. C482 - Standard Method of Test for Bond Strength of Ceramic Tile to
Portland Cement Mortar.
h. C484 - Standard Method of Test for Thermal Shock Resistance of Glazed
Ceramic Tile.
I. C484 - Standard Method for Measuring Warpage of Ceramic Tile.
J. C499 - Standard Method of Test for Determining Facial Dimensions and
Thickness of Flat, Rectangular Wall and Floor Tile.
k. C501 - Standard Method of Test for Relative Resistance to Wear of
Unglazed Ceramic Tile by the Taber Abraser.
1. C502 - Standard Method of Test for Wedging of Flat, Rectangular
Ceramic Wall and Floor Tile.
m. C609 - Standard Method for Measurement of Small Color Differences
Between Ceramic Wall or Floor Tile.
n. C648 - Standard Method of Test for Breaking Strength of Ceramic Tile.
09300 - 3
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 09300
TILE WORK
PART 1- GENERAL (continued)
D. Test Panel:
I. Provide test panel in an area designated by the project manager. Test panel will be
a minimum of 300 square foot, installed on the concourse concrete fIoor slab, in an
area under a skylight. Test panel will contain field tile, accent tile, and specified
grout, and will represent the finished installation. Test panel will be inspected by
the Architect/Engineer or authorized representative. If sample panel is
disapproved for any reason, sample panel will be reworked, and all items corrected
to the complete satisfaction of the ArchitectlEngineer. No work will commence
until the ArchitectlEngineer has approved the sample panel in writing for
materials, finishes, and installation. Approved test panel will become the standard
of comparison for all fIoor tile work and will not be altered in any way after
approval.
1.03 SUBMITTALS
A. Samples:
I. Submit 12 samples of proposed paver tile, prior to manufacture, to the
ArchitectlEngineer for approval. Select samples that represent all color range
extremities and individually identified by numbers (I through 12) placed on the
samples. Architect/Engineer will identifY and approve the acceptable color range.
2. Submit samples, in triplicate, of each tile and color to the Architect/Engineer for
approval.
3. Obtain approval in writing prior to ordering, delivery, or commencing of work.
4. Match installed materials to approved samples.
B. Certificates:
I. Furnish the Architect/Engineer with a Master Grade Certificate stating grade, type
of tile, identification marks for tile packages, and the name and location of job.
Certificate will be signed by the manufacturer and issued prior to shipment oftile.
C. Extra Materials for Maintenance:
I. Upon completion of work, deliver to the project supervisor five (5) percent extra
tile of size and color used on the job, for use in future repair and maintenance of
work. Furnish tile in original boxes, properly marked in quantities as listed below
and in types and colors as directed. Provide an extra 10 percent for all storefront
border tiles.
09300 - 4
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 09300
TILE WORK
PART 1- GENERAL (continued)
1.04 PRODUCT DELIVERY, STORAGE, AND HANDLING
A. Tile units of the approved color range will be preblended at the factory prior to placing in
containers for shipping. Each container will contain the same proportions of the approved
color range to insure a uniform color range when tile are installed.
B. All tile will be graded and containers grade-sealed in accordance with minimum grade
specifications established in ANSI AI37.!.
C. Deliver and store packaged materials in original containers with seals unbroken and labels
intact until time of use. Store and handle materials in a manner to prevent damage or
contamination with water or foreign matter.
1.05 JOB CONDITIONS
A. Protection:
I. Protect the adjoining surfaces and the work of other trades at all times. This
subcontractor will be responsible for any work that may be damaged by failure to
provide this protection.
1.06 ALTERNATIVES
A. Substitutions:
I. The materials or products specified and indicated on drawings by trade names,
manufacturer's name or catalogue number will be provided as specified.
Substitutions will not be permitted without the written approval of the
Architect/Engineer.
B. Approved Manufacturers:
I. Provide tiles as scheduled on drawings.
2. Tiles of the following manufacturers are approved alternates subject to compliance
with color selections and specification requirements:
a. American Olean Tile Company, Lansdale, Pennsylvania 19446, telephone:
(215) 855-1111.
b. Buchtal, 105 Hembree Park Drive, Suite H, Roswell, Georgia 30076,
telephone: (404) 442-5500.
c. Dal-Tile, 7834 C.F. Hawn Freeway, Dallas, Texas 75217, telephone:
(214) 398-1411.
09300 - 5
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 09300
TILE WORK
PART 1 - GENERAL (continued)
d. Pastorelli Technostone, Conestoga Tile, Baltimore, Maryland, telephone:
(410) 789-0700.
e. Crossville Ceramics, H.J. Weber Company, Cleveland, Ohio, telephone:
(216)351-1200.
f. Summitville Tiles, Inc., Summitville, Ohio 43962, telephone: (216) 758-0835.
1.07 GUARANTEE
A.
Furnish a written guarantee stating that all materials and work are guaranteed against
defects for a period of not less than one (I) year after completion and final acceptance of
the work. Satisfactorily repair defects due to faulty material developed during the
guarantee period at the subcontractor's expense.
PART 2 - PRODUCTS
2.01 MATERIALS
A. Paver Tile:
l. Paver tile will be manufactured in complete accordance with TCA A137.1 -
Standard Grade.
B. Wall Tile:
I. Ceramic and mosaic wall tiles within public facilities will have a polished finish.
2.
Coordinate all wall tiles with restroom accessories, fixtures, light sconces,
telephones, and all other miscellaneous electrical and fire protection devices.
C. Base Tile:
I. All base tile within public facilities will be an approved sanitary coved base.
D. Trim Pieces:
I. Furnish all trim accessories for all tile work so that no exposed edges exist.
Furnish coved bases at all column, wall, platforms, and neutral pier bases and bull
nose tops at all wainscots and base tops. Provide round (concaved or con vexed)
inside and outside corners with no sharp edges.
E. Portland Cement:
l. Cement will conform to ASTM C150, Type I, color gray.
09300 - 6
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 09300
TILE WORK
PART 2 - PRODUCTS (continued)
F. Latex Additive:
1. Tile setting liquid will be Laticrete #4237 manufactured by Laticrete International,
Woodbridge, Connecticut.
G. Aggregate:
I. Sand will be clean "Silica" and graded in accordance with ASTM CI44 for mortar.
H. Hydrated Lime:
1. Lime will conform to ASTM C207, Type S.
I. Water:
I. Water for mixing will be clean and potable.
J. Adhesives:
I. Will conform to all requirements of USA Standard Specification for Organic
Adhesives for Installation of Ceramic Tile, Type II, USAS AI36.1. Adhesives will
also be certified by the tile manufacturer as proper for the intended application.
K. Primers, Sealers, and Solvents:
I. Primers, sealants, and solvents will be of type and consistency as recommended by
manufacturer or adhesive.
L. Grout and Joint Filler:
I. Quarry tile grout will be hydroment manufactured by the Upco Company,
Cleveland, Ohio. Joints will be approximately 3/8 inch between paving units.
Color will be indicated on construction documents.
2. Ceramic tile grout will be indicated on construction documents.
3. Grout and joint filler manufactured by Southern Grout and Mortars, Inc., Fort
Lauderdale, Florida with acrylic additive is an approved alternate.
M. Tile Expansion Joints (Color to match adjacent grout color):
1. Soft Joints:
a.
Expansion Joint Sealant: Vulkem 245, hard two-part polyurethane sealant
manufactured by Mameco International, 4475 East 175th Street,
Cleveland, Ohio 44128. Color will be gray.
09300 - 7
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 09300
TILE WORK
PART 2 - PRODUCTS (continued)
2. Hard Joints:
a. CTC joint, by Ceramic Tool Company, telephone: (800) 236-5230.
b. Solid heavy-duty expansion joint, by Blanke (800) 787-5055.
PART 3 - EXECUTiON
3.01 INSPECTION
A. Prior to installing any tile, the tile subcontractor will inspect all subsurfaces which are to
receive tile covering. All surfaces will be dry, clean and free of oily or waxy films. NotifY
the ArchitectlEngineer in writing of any serious defects or conditions that will interfere
with, or prevent a satisfactory tile installation. Do not proceed with installation until such
defects or conditions have been corrected. The starting of installation work will imply
acceptance of the surfaces to receive the tile in that space.
B. Do not start work until electrical and mechanical work in or behind tile has been installed.
C. Expansion strips will align with expansion joints in sub-slab. Iftile layout does not permit
alignment, tile will be cut to insure exact alignment with sub-slag expansion strip below.
Set strips accurately and straight and at proper height as detailed on drawings.
D. Prior to installing any tile units, each area of the concrete sub-slab between expansion and
control joints will be field measured to determine that full units layout between the
expansion and control joints. If tile are to be cut, then equal pieces are to be installed at the
expansion or control joints of area in question.
E. Provide "blast-tracking" of existing tile floor surfaces that are to receive new floor tile
overlay.
3.02 INSTALLATION
A. Prior to installing tile, open cartons and inspect tile for color range contained in each box.
Install tile in a uniform blend of the approved color range.
B. Tile Transitions:
I. Provide smooth transitions down (or up) to all tenant storefront openings,
escalator and elevator landings, building expansion joints, and other miscellaneous
fixed fIoor items.
2. Transition slopes will not be greater than y, inch of fall for every two (2) feet of
run.
3. Provide a cementitious filler for all areas that need to be filled.
09300 - 8
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 09300
TILE WORK
PART 3 - EXECUTION (continued)
C. Dry-Set Method (Thin Set):
I. The setting bed will be approximately 1/8 inch thick and will contain one (I) part
Portland Cement and one part clean Silica sand. Mix the sand with cement and
then add sufficient Laticrete #4237 to bring the mortar to a plastic troweling
consistency. Approximately five (5) to six (6) gallons of Laticrete #4237 is
required for each bag of cement.
2. On the accepted concrete sub-slab apply the "thin mortar bed" with the flat side of
TBT V. inch by 3/8 inch by V. inch notched trowel. The mortar will be applied
with the flat side of the trowel and worked into contact with the surface. Use the
notched side of the trowel to comb the mortar, remove excess and leave uniform
ribs or ridges of mortar. In every instance the mortar will extend beyond the tile
"setting joint lines" and the practice of stopping short of the "line" with mortar will
not be permitted. Contrary to ANSI Specifications regarding setting of tile units
for fIoors which permits 80 percent average contact area on backs of tile, 100
percent contact will be required. Achieve this by "back-buttering" each tile with
100 percent coverage prior to firmly compressing it into the combed mortar. To
provide 100 percent surface contact of mortar and to insure a sound and level
finish fIoor surface, beat or vibrate each tile 12 inches by 12 inches and smaller to
firmly imbed in the mortar and level each with the adjoining. Where units are
larger than 12 inches by 12 inches, mechanically vibrate these units into place.
Adjust to obtain uniform joints. Alignjoints in floor tile at right angles to each
other and straight with walls to conform to patterns selected.
3. Provide quick-setting materials, for fIoor tile work, when deemed necessary by the
project manager to facilitate the scheduling of work around mall operating hours.
D. Adhesive Application:
I. Tile installed with adhesive will be in accordance with the applicable General
Requirements for Inspection, Preparation, Protection, Work, and Application as
described in the adopted and proposed American Standard Specification A I 08.4
Ceramic Tile Installed with Water-Resistant Organic Adhesives.
E. Grouting Tile:
I. Tile joints will be soaked before applying grout. Do not grout until tile is firmly
set, at least 24 hours after installation of tile. Force a maximum of grout into
joints. Fill joints of square-edge tile flush with surface. Fill all gaps and skips.
Dark cement showing through grouted white joints will not be permitted. The
finish grout will be uniform in color, smooth and without voids, pin holes, or low
spots. Cure by keeping damp a minimum of 72 hours, adding dampness as needed.
All traffic is to be kept off during the curing period.
09300 - 9
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 09300
TILE WORK
PART 3 - EXECUTION (continued)
F. Protection and Cleaning:
I. Areas in which tile is being set will be closed to traffic and other work. Keep
closed until tile is firmly set.
2. Do not work on newly tiled fIoors without using kneeling boards. While work is in
progress, do not walk on tile but use wide one (I) inch or two (2) inch thick boards
to protect tile.
3. Upon completion of setting tile, sponge and wash tile thoroughly, diagonally
across joints. Finally, polish with clean, dry cloths.
4. Do not use acid or acid cleaner to clean tile.
G. Miscellaneous Design Provisions:
I. Center all tile work within each room, unless diagramed otherwise on fIoor
covering plan.
2. Do not cut fIoor tile less than four (4) inches wide, unless diagrammed otherwise
on fIoor covering plans. Consult Architect/Engineer on areas that still require tile
cuts less than four (4) inches prior to installation.
3. Do not cut wall tiles less than y, the width ofthe wall tile being cut. Consult
Architect/Engineer on areas that still require tile cuts less than V, the width of the
tile.
3.03 CLEANUP
I. Remove from site all equipment, unused materials, and debris caused by this
branch of construction.
END OF SECTION
09300 - 10
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 09306
CERAMIC FLOOR TILE
Issued Final JA N 3 1 2001
SECTION 09306
CERAMIC FLOOR TILE
PART I - GENERAL
1.01 SECTION INCLUDES
A. Ceramic and paver tile floor and base finish using the thinset application method.
1.02 RELATED SECTIONS
A. Section 04200: Unit Masonry.
B. Section 07951: Sealants and Caulking.
C. Section 09307: Ceramic Wall Tile.
1.03 REFERENCES
A. ANSI A I 08.5 - Installation of Ceramic Tile with Dry-Set Portland Cement Mortar or
Latex Portland Cement Mortar.
B. ANSI AI08.1O - Installation of Grout in Tilework.
C. ANSI A 118.4 - Latex-Portland Cement Mortar.
D. ANSI A118.6 - Ceramic Tile Grouts.
E. ANSI A137.1 - Standard Specifications for Ceramic Tile.
F. TCA (Tile Council of America) - Handbook for Ceramic Tile Installation.
G. ASTM CI44 - Aggregate for Masonry Mortar.
H. ASTM C 150 - Portland Cement.
I. ASTM C920 - Elastomeric Joint Sealers.
1.04 SUBMITTALS
A. Shop Drawings: Indicate perimeter conditions, junctions with dissimilar materials, and
control and expansion joints.
B. Product Data: Provide instructions for using adhesives and grouts.
09306 - 1
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 09306
CERAMIC FLOOR TILE
PART I - GENERAL (continued)
C. Samples: Mount tile and apply grout on two plywood panels, 16 x 16 inch in size
illustrating pattern, color variations, and grout joint size variations.
D. Manufacturer's Certificate: Certify that Products meet or exceed specified requirements.
1.05 MAINTENANCE DATA
A. Maintenance Data: Include recommended cleaning methods, cleaning materials, stain
removal methods, and pol ishes and waxes.
1.06 QUALITY ASSURANCE
A. Perform Work in accordance with ANSI A 137.1.
B. Conform to TCA Handbook, ANSI A108.5, and ANSI AI08.10.
C. Maintain one copy of each document on site.
1.07 QUALIFICATIONS
A. Manufacturer: Company specializing in manufacturing the Products specified in this
section with minimum three years documented experience.
B. Installer: Company specializing in performing the work of this section with minimum
five years documented experience and approved by Architect.
1.08 MOCKUP
A. Construct mockup, when directed by Architect, ten feet long by ten feet wide, with field
and accent tile, finish grout, and specified accessories.
B. Locate where directed by Architect.
C. Mockup may not remain as pati of the Work.
1.09 DELIVERY, STORAGE, AND HANDLING
A. Protect adhesives from freezing or overheating in accordance with manufacturer's
instructions.
1.11 ENVIRONMENTAL REQUIREMENTS
A. Do not install adhesives in an unventilated environment.
B. Maintain 500 F during installation of setting materials.
09306 - 2
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 09306
CERAMIC FLOOR TILE
PART 1 - GENERAL (continued)
I . 12 EXTRA MATERIALS
A. Provide 6000 sf extra border tile for installation in storefront fIoor areas.
PART 2 - PRODUCTS
2.01 TILE MANUFACTURERS
A. Crossville Ceramics Company.
B. Innovative Ceramics.
C. American Olean Tile Corporation.
D. Dal-Tile Corporation.
2.02 CERAMIC TILE MATERIALS
A. Ceramic Floor Tile: TCA AI37.1, conforming to the following:
I. Moisture Absorption: 0 to 0.5 percent.
2. Size: 2 x 2 x 1/4 inch
2. Shape: Square.
3. Edge: Cushioned.
4. Surface Finish: Unglazed.
6. Color: As selected by Architect.
2.03 PAVER MATERIALS
A. Paver Tile: TCA AI37.1, conforming to the following:
I. Moisture Absorption: 0 to 0.5 percent.
2. Size: 12 x 12 x 5/16 inch.
3. Shape: Square.
2. Edge: Cushioned.
5. Surface Finish: Unglazed.
09306 - 3
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 09306
CERAMIC FLOOR TILE
PART 2 - PRODUCTS (continued)
3. Color: As selected by Architect.
2.04 BASE MATERIALS
A. Base:
1.
2.
3.
4.
5.
6.
Match floor tile for moisture absorption, surface finish, and color:
Length: Tile length.
Height: As indicated.
Top Edge: Bull nosed.
Internal Corner: Coved.
External Corner: Bull-nosed.
Bottom Edge: Coved.
2.05 MORTAR AND GROUT MATERIALS
A. Manufacturers:
I . Laticrete International, Incorporated.
2. Upco/Hydroment.
3. Summitville Tiles, Incorporated.
4. Custom Building Products, Incorporated.
5. Mapei International.
6. Southern Grouts and Mortars, Incorporated.
B. Mortar Materials: ANSI A I] 8.4 Latex Modified, Portland cement ASTM C 150, clean
silica sand ASTM C144, latex additive Laticrete #4237, and water.
C. Grout: ANSI AI18.6, tile grout with latex additive Laticrete #4237, color as selected by
Architect.
2.06 ACCESSORIES
A. Joint Sealers: Two-component, non-staining, non-bleeding, non-sagging, self-leveling
type; ASTM C920:
1. Mameco International; #245 Vulkem
09306 - 4
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 09306
CERAMIC FLOOR TILE
PART 2 - PRODUCTS (contillued)
2. Pecora; Dynatred.
3. Tremco; THC-900
2.07 MORTAR MIX AND GROUT MIX
A. Mix and proportion cementitious materials for site made leveling coat.
B. Mix and proportion pre-mix setting bed and grout materials in accordance with
manufacturer's instructions, ANSI A108.5 and TCA Handbook.
PART 3 - EXECUTION
o
3.01
EXAMINATION
A. VerifY that surfaces are ready to receive work.
B. VerifY mechanical and electrical work in and behind tile have been completed.
C. Beginning of installation means installer accepts condition of substrate.
3.02 PREPARATION
A. Protect surrounding work from damage or disfiguration.
B. Vacuum clean surfaces. Remove oily and waxy films.
C. Seal substrate surface cracks with filler. Level existing substrate surfaces to acceptable
fIatness tolerances.
D. Apply conditioner to substrate surfaces in accordance with adhesive manufacturer's
instructions.
E. Field measure between expansion/control joints in substrate to determine that full tile
units can be installed between expansion/control joints. Center tile in areas where full
tile cannot be installed leaving equal tile unit of no less than 50 percent at each
expansion/control joint.
F. Open cartons and inspect tile for color range contained in each carton. Install tile in a
uniform blend.
3.03 INST ALLA TION - THINSET METHOD
A.
Install setting materials, tile, and grout in accordance with manufacturer's instructions
and to TCA Handbook, Method Fll3 using latex grout.
09306 - 5
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 09306
CERAMIC FLOOR TILE
PART 3 - EXECUTION (continued)
B. Lay tile to pattern indicated. Do not interrupt tile pattern through openings. Align
expansion/control joints in substrate with joints in tile work.
C. Place edge strips at exposed tile edges.
D. Cut and fit tile tight to penetrations through tile. Form corners and bases neatly. Align
fIoor, and base joints.
E. Place tile joints uniform in width, subject to variance in tolerance allowed in tile size.
Make joints watertight, without voids, cracks, excess mortar, or excess grout.
F. All edges of tile shall be completely bedded in the setting mortar so that cracking oftile
edges is eliminated.
G. Sound tile after setting. Replace hollow sounding units.
H. Keep expansion/control joints free of setting material and grout. Apply sealant to joints.
I. Allow tile to set for a minimum of 48 hours prior to grouting.
J. Grout tile joints.
K. Apply sealant to junction of tile and dissimilar materials and junction of dissimilar
planes.
3.04 CLEANING
A. Clean tile and grout surfaces. Do not use acid or acid cleaners.
3.05 PROTECTION OF FINISHED WORK
A. Do not permit traffic over finished fIoor surface for four days after installation.
END OF SECTION
09306 - 6
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 09307
CERAMIC W AL L TILE
IsslIed Filial ~OOl
SECTION 09307
CERAMIC WALL TILE
PART 1 - GENERAL
1.01 SECTION INCLUDES
A. Tile wall, wainscot and base finish using the thinset application method.
B. Cementitious leveling base coat
1.02 RELATED SECTIONS
A. Section 04200 : Unit Masonry.
B. Section 07951: Sealants and Caulking.
C. Section 09306: Ceramic Floor Tile.
1.03 REFERENCES
A. ANSI Al 08.5 - Installation of Ceramic Tile with Dry-Set Portland Cement Mortar or
Latex Portland Cement Mortar.
B. ANSI A I 08.1 0 - Installation of Grout in Tilework.
C. ANSI A 118.4 - Latex-Portland Cement Mortar.
D. ANSI A118.6 - Ceramic Tile Grouts.
E. ANSI A 13 7.1 - Standard Specifications for Ceramic Tile.
F. TCA (Tile Council of America) - Handbook for Ceramic Tile Installation.
G. ASTM Cl44 - Aggregate for Masonry Mortar.
H. ASTM Cl50 - Portland Cement.
I. ASTM C920 - Elastomeric Joint Sealants.
1.04 SUBMITTALS
A. Section 01300 - Submittals: Procedures for submittals.
B. Shop Drawings: Indicate perimeter conditions, junctions with dissimilar materials,
control and expansion joints, and setting details.
09307 - 1
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 09307
CERAMIC W AL L TILE
PART I - GENERAL (continued)
C. Product Data: Provide instructions for using adhesives and grouts.
D. Samples: Mount tile and apply grout on two plywood panels, 16 x 16 inch in size
illustrating pattern, color variations, and grout joint size variations.
E. Manufacturer's Certificate: Certify that Products meet or exceed specified requirements
and ANSI AI37.1.
1.05 MAINTENANCE DATA
A. Maintenance Data: Include recommended cleaning methods, cleaning materials, stain
removal methods, and polishes and waxes.
1.06 QUALITY ASSURANCE
A. Perform Work in accordance with ANSI AI37.1.
B. Conform to TCA Handbook, ANSI AI08.5, and ANSI A108.10.
C. Maintain one copy of each document on site.
1.07 QUALIFICATIONS
A. Manufacturer: Company specializing in manufacturing the Products specified in this
section with minimum three years documented experience.
B. Installer: Company specializing in performing the work of this section with minimum
five years documented experience and approved by Architect.
1.08 MOCKUP
A. Construct mockup, when directed by Architect, ten feet wide by wall height, with field
and accent tile, finish grout, and specified accessories.
B. Locate where directed by Architect.
C. Mockup may not remain as part of the work.
1.09 DELIVERY, STORAGE, AND HANDLING
A. Protect adhesives from freezing or overheating in accordance with manufacturer's
instructions.
1.1 0 ENVIRONMENTAL REQUIREMENTS
A. Do not install adhesives in an unventilated environment.
09307 - 2
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 09307
CERAMIC W AL L TILE
PART I - GENERAL (continued)
B. Maintain 500 F during installation of setting materials.
1.11 EXTRA MATERIALS
A. Provide extra one (I) carton of tile of each size, color, and surface finish oftile specified
for Owner's maintenance purposes.
PART 2 - PRODUCTS
2.01 TILE MANUFACTURERS
A. American Olean Tile Corporation.
B. Dal- Tile Corporation.
C. Summitville Tiles, Incorporated.
D. Crossville Ceramics Company.
2.02 CERAMIC TILE MATERIALS
A. Ceramic Mosaic Wall Tile: ANSI AI37.1, conforming to the following:
I. Moisture Absorption: 0 to 0.5 percent.
2. Size: As indicated.
3. Shape: Square.
4. Edge: Cushioned.
5. Surface Finish: Glazed.
6. Color: As selected by Architect.
B. Wainscot Cap: Match mosaic wall tile for moisture absorption, surface finish, color, and
tile length, bull nosed top edge.
2.03 BASE MATERIALS
A. Base: Match fIoor tile for moisture absorption, surface finish, and color:
I. Length: Tile length.
2. Height: As indicated.
09307 - 3
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 09307
CERAMIC W AL L TILE
PART 2 - PRODUCTS (continued)
3. Top Edge: Bull nosed.
4. Internal Corner: Coved.
5. External Corner: Bull nosed.
6. Bottom Edge: Coved.
2.04 MORTAR AND GROUT MATERIALS
A. Manufacturers:
I. Laticrete International, Incorporated.
2. Upco/Hydroment.
3. Summitville Tiles, Incorporated.
4. Custom Building Products, Incorporated.
5. Mapei International.
6. Southern Grouts and Mortars, Incorporated.
B. Mortar Materials: ANSI A 118.4 Latex Modified, Portland cement ASTM C 150, clean
silica sand ASTM C144, latex additive Laticrete #4237, and water.
C. Grout: ANSI A 118.6, tile grout with acrylic latex additive; color as selected by
Architect.
2.05 ACCESSORIES
A. Joint Sealers: Two-component, non-staining, non-bleeding, non-sagging, self-leveling
type; ASTM C920:
1. Mameco International; #245 Vulkem.
2. Pecora; Dynatred.
3. Tremco; THC-900.
2.06 MORTAR MIX AND GROUT MIX
A. Mix and proportion cementitious materials for site made leveling coat.
09307 - 4
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 09307
CERAMIC W AL L TILE
PART 2 - PRODUCTS (continued)
B.
Mix and proportion pre-mix setting bed and grout materials in accordance with
manufacturer's instructions, ANSI A I 08.5 and TCA Handbook.
PART 3 - EXECUTION
3.01 EXAMINATION
A. VerifY substrate under provisions of Section 01039.
B. Verify that surfaces are ready to receive work.
3.02
PREPARATION
A. Protect surrounding work from damage or disfiguration.
B. Vacuum clean surfaces.
C. Seal substrate surface cracks with filler. Level existing substrate surfaces to acceptable
fIatness tolerances.
D. Apply conditioner to substrate surfaces in accordance with adhesive manufacturer's
instructions.
E. Open cartons and inspect tile for color range contained in each carton. Install tile in a
uniform blend.
3.03 INST ALLA TION - THIN SET METHOD
A. Install adhesive tile and grout in accordance with manufacturer's instrnctions and to TCA
Handbook Method Number W202.
B. Lay tile to pattern indicated. Do not interrupt tile pattern through openings.
C. Cut and fit tile tight to penetrations through tile. Form corners and bases neatly. Align
wall and base joints.
D. Place tile joints uniform in width, subject to variance in tolerance allowed in tile size.
Make joints watertight, without voids, cracks, excess mortar, or excess grout.
E. Form internal angles square and external angles bull-nosed.
F. Install ceramic accessories rigidly in prepared openings.
G. Sound tile after setting. Replace hollow sounding units.
H. Keep expansion/control joints free of adhesive or grout. Apply sealant to joints.
09307 - 5
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 09307
CERAMIC W AL L TILE
PART 3 - EXECUTiON (colltillued)
I. Allow tile to set for a minimum of 48 hours prior to grouting.
J. Grout tile joints.
K. Apply sealant to junction of tile and dissimilar materials and junction of dissimilar
planes.
3 .04 INSTALLATION - CEMENTITIOUS LEVELING COAT
A. Apply leveling base coat in accordance with ASTM C936.
B. Apply leveling coat to a thickness required to level concrete block surfaces to an even,
level, flat plane.
C. Moist cure leveling coat.
D. A void excessive working of surface. Delay troweling as long as possible to avoid
drawing excess fines to surface.
E. Tolerances: Maximum variation from true fIatness; 1/8 inch in 10 feet.
3.05 CLEANING
A. Clean tile and grout surfaces.
END OF SECTION
09307 - 6
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 09510
ACOUSTICAL CEILINGS
Issued Final ~Ol
SECTION 09510
ACOUSTICAL CEILINGS
PART 1 - GENERAL
1.01 DESCRIPTION
A. Scope:
1.
Furnish all equipment, appliances, labor, materials, and transportation and
perform all operations required for the complete installation of all acoustical
materials and suspended ceiling systems complete as located and detailed on
Drawings.
.';:'
2. Review Architectural, Mechanical, and Electrical Drawings for layout, location,
and pattern of acoustical units, location of recessed light fixtures, ceiling
diffusers, and grilles, details of suspension system, details of change of level,
details at ceiling penetrations, access door locations, special edge treatment, and
all necessary connections to work of other trades.
3. Furnish and install eggcrate in all areas indicated on drawings.
1.02 QUALITY ASSURANCE
A. Applicator (Erector) Qualifications:
1.
Installation will be performed only by a qualified installer with at least five (5)
years experience in installations of a similar nature, and as approved by
Architect/Engineer.
B.
Design Criteria:
I. All finish materials specified under this section will have a minimum Class I (or
Al flame spread rating of25 or less when tested in accordance with ASTM E84,
Standard Test Method for Surface Burning Characteristics of Building Materials
(Tunnel Test).
2. The Acoustical grid system will conform to requirements of the HEAVY duty
(double web) structural classification of ASTM C-635, and those established by
the ACOUSTICAL MATERIALS ASSOCIATION.
C. Requirements of Regulatory Agencies:
I. This subcontractor will be strictly governed by local and state authorities of this
area in order to perform this work.
09510 - 1
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 09510
ACOUSTICAL CEILINGS
PART 1 - GENERAL (continued)
2. During this work, this subcontractor will be responsible for maintaining safety
among persons in the subcontractor's employ in accordance with the standards
set by the OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970.
1.03 SUBMITTALS
A. Submit for the Architect/Engineer's approval duplicate samples of each kind of
acoustical material proposed for use including suspension system. Each sample will
bear a label indicating the kind, quality and color of the material and will bear the
manufacturer's name.
B. Maintenance Materials:
I. Furnish to the Project Superintendent prior to final acceptance, extra stock of
acoustical materials, consisting of a minimum of two (2) percent of the area of
each size, type and thickness installed on the job. Properly package, seal, and
identify stock materials.
1.04 PRODUCT DELIVERY, STORAGE, AND HANDLING
A. The materials will be delivered to the project site in the manufacturer's original,
unopened, labeled containers or packages. Materials will be stored in enclosed areas
with same temperature and humidity conditions as areas in which material is to be
installed.
B. All packages under this Section will be properly marked on the outside with the
identification of the materials contained in the package, so that they may be readily
identified with the location to be used.
~~
~~
1.05 JOB CONDITIONS
A. Mechanical, Sprinkler, and Electrical Contractors will furnish all necessary supports for
their materials independent and prior to installation of suspended grid systems.
1.06 ALTERNATIVES
A. Substitutions:
I. The materials or products specified and indicated on drawings by trade names,
manufacturer's name or catalogue number will be provided as specified.
Substitutions will not be permitted, without the written approval of the
Architect/Engineer.
'"
09510 - 2
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 09510
ACOUSTICAL CEILINGS
PART 1 - GENERAL (continued)
1.07 GUARANTEE
A. Furnish a written guarantee stating that all materials and work are guaranteed against
defects for a period of not less than one (I) year after completion and final acceptance of
the work. Defects due to faulty material or work developed during the guarantee period
will be satisfactorily repaired by this subcontractor at the subcontractor's expense.
PART 2 - PRODUCTS
2.01 MATERIALS
A.
Acoustical Unit will be indicated on construction documents.
~
B.
Mechanical Suspension System:
1. The exposed tee grid suspension system will be one of the following:
a. Eastern Products Corporation: Tab Lock - Main Runner 6347
Cross Tee 6422.
b.
National Rolling Mills: System ML - Main Runner ML 8000
Cross Tee ML 6124.
'"
~~
c. Chicago Metallic Corporation: Series 500 - Main Runner 500
Cross Tee 502.
d. Donn Corporation: Series DX - Main Runner DX 26
Cross Tee DX 420.
2.
Supporting capacity ofthe acoustical grid system will be based on the load
carrying capacity of the main runners of the structural network. The allowable
uniform load in pounds per linear foot of beam will not exceed with the amount
that the section in a simply snpported span is capable of supporting without
mid-span deflection exceeding 0.133" in 48 inches. Cross tees that support
transverse cross tees will be carefully chosen with respect to the allowable load
for the section as in as much as their loading is similar to that of beams.
'*
3. Main Beams will be of heavy duty double thickness web, bulb section design, of
.015" commercial grade steel, web height of I y, inches and have a 15/16 inch
bottom flange. Main beam will be routed six (6) inches, center to center,
continuously along the length of its web to locate intersecting cross tees.
09510 - 3
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 09510
ACOUSTICAL CEILINGS
PART 2 - PRODUCTS (colltinued)
4. Cross Tees will be of heavy duty double thickness web section design and have a
15116 inch bottom flange and a I Y. inch web height. Beam cross tees designed
to support other cross tees will be center routed. Cross tees are to have web ends
die formed to attachment to adjoining tee through the main beam for locating
through the rout of transverse cross tees, providing minimum torsional
movement and lateral displacement.
5. Angle molding will be at least 15/16 inches by 15/16 inches, not less than .020
inch steel.
6. Accessories will be specifically designed as an integral part of the grid system
and will be installed as per manufacturer's recommendations.
7. Finishes:
a. All steel roll formed parts will be chemically cleansed,
electro-galvanized and bonderized to resist corrosion and for a chemical
affinity for paint. Steel stamped parts will be chemically cleansed
electro-galvanized and treated with a chromate conversion coating.
C. Eggcrate:
I. Eggcrate will be standard y, inch by Y, inch by Y, inch, plastic or metal as
manufactured by Norton Luminous Ceilings, 1303 Prospect Avenue, Cleveland,
Ohio 44115, telephone: (216) 696-1044. Color will match adjacent gypsum
board or ceiling tile.
PART 3 - EXECUTION
3.01 PREPARATION
A. Spaces to receive acoustical treatment will be satisfactorily closed and protected against
the weather before beginning work. Maintain temperature of 500 F or above while
system is being installed. Space to receive acoustical treatment will be dry, with no
more dampening materials to be installed.
3.02 INSTALLATION
A. Application of acoustical treatment will be done by a Contractor approved by the
manufacturer or authorized applicator, and in strict accordance with the manufacturer's
specifications except as modified.
09510 - 4
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 09510
ACOUSTICAL CEILINGS
PART 3 - EXECUTION (continued)
B.
Install acoustical units in a true and even plane, in straight line courses laid out
symmetrically about center lines of ceiling or panel. Border tile will not be less than six
(6) inches wide. Unless shown otherwise on reflected ceiling plan drawings, the work
will be so laid out that where blocks are cut, border strips will be of the same width on
opposite sides and fit neatly against vertical surfaces.
C.
Suspend main beams from structure by not less than #12 gage galvanized wire located
not over four (4) feet center to center attached to the acoustical suspension system from
the structural system above. Do not suspend grid system from metal deck, HV AC ducts,
electrical conduit, or plumbing lines. Use trapeze type hangers at HV AC ducts over 4'
-0" wide. Join cross tees will be located by routs in web oftransverse cross tees. Main
beams and cross tees will rest on angle moldings at walls. Tabs of cross tees intersecting
cross tees will remain unbent.
D. Keep finished surface of acoustical units free of soiling and left in a condition acceptable
to the owner's project superintendent.
3.03 CLEANUP
A. This subcontractor will remove from time to time as directed, all rubbish and debris
resulting from his work and upon completion of the work, remove all unused material,
equipment, scaffolding, etc., and perform such final cleaning service as may be
necessary to leave the job in a condition acceptable to owner.
END OF SECTION
09510 - 5
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 09760
FLOOR TREATMENT
Issued Final JAN 1 5 2001
SECTION 09760
FLOOR TREATMENT
PART 1 - GENERAL
1.01 DESCRIPTION
A. Scope
I. This work includes the furnishing and application of floor treatment compound
required for curing and sealing exposed concrete floors when so noted on drawings
(see Room Finish Schedules).
B. Related Work Specified Elsewhere:
I. Section 03310: Structural Concrete.
1.02 QUALITY ASSURANCE
A. Requirements of Regulatory Agencies:
I. This subcontractor will be strictly governed by local and state authorities of this
area in order to perform this work.
2. During this work, this subcontractor will be responsible for maintaining safety
among persons in the subcontractor's employ in accordance with the standards set
by the OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970.
B. Reference Standards:
1.
American Society for Testing and Materials (ASTM):
a. ASTM C 309 - Standard Specification for Liquid Membrane-Forming
Compounds for Curing Concrete.
1.03 SUBMITTALS
A. Product Data and Certificate:
I. Submit complete manufacturer's literature, specifications, application instructions,
and certificate of conformance.
09760 - 1
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 08800
GLAZING
PART 2 - PRODUCTS (continued)
2. Glass used for entrances including doors will be singled glazed V. inch thick
Solex Tinted (light green) clear tempered glass as manufactured by PPG or
approved equal. Light transmittance of glass will be approximately 75 percent
with a relative heat gain of 154 BTU per hour per square foot. Provide heat-
strengthened glass above transom.
3. All tempered and heat strengthened glass will comply with Federal Specification
DD-G-1403 and ASTM C 1048-85; and all safety glass will comply with ANSI
Z 97.1. Heat strengthened glass will have a surface compression of 5000 plus or
minus 1500 psi. Treat glass so that principle distortion will be in horizontal
plane in finished installation.
B. Gaskets and Glazing Tapes:
I. Gaskets will be cellular elastomeric, neoprene, or vinyl chloride and will have
been designed specifically for the metal framing system used.
2. Glazing tapes will be polymerized butyl, rubber tape, coiled on release paper.
C. Sill and Head Setting Blocks:
I. Sill and head setting blocks will be identical blocks of neoprene or EPDM
compatible with metal framing system used.
D. Anti-Walk Jamb Setting Blocks:
1. Anti-walkjamb setting blocks will be identical blocks of neoprene or EPDM
compatible with metal framing system used.
END OF SECTION
08800 - 4
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 09760
FLOOR TREATMENT
PART I - GENERAL (continued)
1.04 PRODUCT DELIVERY, STORAGE, AND HANDLING
A.
Product Delivery:
I. Deliver materials in original sealed containers, clearly marked with manufacturer's
name, brand name, and type of material.
2. Clearly mark percentage of ingredients, including solution and solids.
B. Storage and Handling:
I. Store materials in areas where temperatures are not less than 300 F unless
otherwise authorized by tlle manufacturer.
1.05 JOB CONDITIONS
A. Sequencing, Scheduling:
I. Coordinate all work with concrete subcontractor to insure prompt application of
sealer on newly set concrete.
1.06 SUBSTITUTIONS
A. The materials or products specified and indicated on drawings by trade names,
manufacturer's name, or catalogue number will be provided as specified. Substitutions will
not be permitted except where approved by Architect/Engineer.
1.07 GUARANTEE
A.
Furnish a written guarantee stating that all materials and work are guaranteed against
defects for a period of not less than one (I) year after completion and final acceptance of
work, and that all materials and installation are in complete accordance with these and
manufacturer's written specifications and/or recommendations. Defects due to faulty
material or work developed during the guarantee period will be satisfactorily repaired by
this subcontractor at the subcontractor's expense.
PART 2 - PRODUCTS
2.01 MATERIALS
A. Floors indicated to receive concrete sealer will receive two (2) applications of Sonneborn
Kure-N-Seal WB.
09760 - 2
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 09760
FLOOR TREATMENT
PART 3 - EXECUTION
3.01 PREPARATION
A. New concrete surfaces will be cleaned, free of dirt, sand, and debris. Surface will be damp
but hard enough to receive applicator's weight without damage to the surface finish. No
standing water will appear on surface.
3.02 APPLICATION
A. The first application will be applied at the rate of 200 square feet. per gallon as soon as
concrete finishing is complete and the surface can no longer be marred by walking. Apply
2nd coat at the rate of 400 square feet per gallon a minimum of 72 hours prior to carpet or
tile installation. Comply with Sonneborn Kure-N-Seal WB Technical Data Sheet #5C-215
latest edition. Provide necessary bond test to assure compatibility of carpet or tile
adhesives.
B. The application per square foot will vary accordingly to density of surface being treated, in
accordance with manufacturer's recommendations.
3.03 CLEANUP
A. Upon completion of all work under this section, this subcontractor will promptly remove
all equipment and debris caused by this branch of construction.
END OF SECTION
09760 - 3
G~1;rr~N ~
Section 09760
FLOOR TREATMENT
Issued Final
SECTION 09760
FLOOR TREATMENT
PART 1 - GENERAL
1.01 DESCRIPTION
A. Scope
I. This work includes tlle furnishing and application of floor treatment compound
required for curing and sealing exposed concrete fIoors when so noted on drawings
(see Room Finish Schedules).
B. Related Work Specified Elsewhere:
1.
Section 03310: Structural Concrete.
~2
Section-09660:-ResilientIile..Eloor-ing:
- 3.
Section-69680:--C41rpeting"_
1.02 QUALITY ASSURANCE
A. Requirements of Regulatory Agencies:
I. This subcontractor will be strictly governed by local and state authorities of this
area in order to perform this work.
2. During this work, this subcontractor will be responsible for maintaining safety
among persons in the subcontractor's employ in accordance with the standards set
by the OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970.
B. Reference Standards:
1. American Society for Testing and Materials (ASTM):
a. ASTM C 309 - Standard Specification for Liquid Membrane-Forming
Compounds for Curing Concrete.
1.03 SUBMITTALS
A. Product Data and Certificate:
I. Submit complete manufacturer's literature, specifications, application instructions,
and certificate of conformance.
09760 - 1
Project Specifications
PROJECT
City, State
Section 09760
FLOOR TREATMENT
PART 1- GENERAL (colltinued)
1.04 PRODUCT DELIVERY, STORAGE, AND HANDLING
A. Product Delivery:
I. Deliver materials in original sealed containers, clearly marked with manufacturer's
name, brand name, and type of material.
2. Clearly mark percentage of ingredients, including solution and solids.
B. Storage and Handling:
I. Store materials in areas where temperatures are not less than 300 F unless otherwise
authorized by the manufacturer.
1.05 JOB CONDITIONS
A. Sequencing, Scheduling:
I. Coordinate all work with concrete subcontractor to insure prompt application of
sealer on newly set concrete.
1.06 SUBSTITUTIONS
A. The materials or products specified and indicated on drawings by trade names,
manufacturer's name, or catalogue number will be provided as specified. Substitutions will
not be permitted except where approved by Architect/Engineer.
1.07 GUARANTEE
A. Furnish a written guarantee stating that all materials and work are guaranteed against
defects for a period of not less than one (I) year after completion and final acceptance of
work, and that all materials and installation are in complete accordance with these and
manufacturer's written specifications and/or recommendations. Defects due to faulty
material or work developed during the guarantee period will be satisfactorily repaired by
this subcontractor at the subcontractor's expense.
PART 2 - PRODUCTS
2.01 MATERIALS
A. Floors indicated to receive concrete sealer will receive two (2) applications of Sonneborn
Kure-N-Seal WB.
09760 - 2
Project Specifications
PROJECT
City, State
Section 09760
FLOOR TREATMENT
PART 3 - EXECUTION
3.01 PREPARATION
A. New concrete surfaces will be cleaned, free of dirt, sand, and debris. Surface will be damp
but hard enough to receive applicator's weight without damage to the surface finish. No
standing water will appear on surface.
3.02 APPLICATION
A. The first application will be applied at the rate of 200 square feet. per gallon as soon as
concrete finishing is complete and the surface can no longer be marred by walking. Apply
2nd coat at the rate of 400 square feet per gallon a minimum of 72 hours prior to carpet or
tile installation. Comply with Sonneborn Kure-N-Seal WB Technical Data Sheet #5C-215
latest edition. Provide necessary bond test to assure compatibility of carpet or tile
adhesives.
B. The application per square foot will vary accordingly to density of surface being treated, in
accordance with manufacturer's recommendations.
3.03 CLEANUP
A. Upon completion of all work under this section, this subcontractor will promptly remove all
equipment and debris caused by this branch of construction.
END OF SECTION
09760 - 3
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 09900
PAINTING
~lJ'
J.,sued Final
SECTION 09900
PAINTING
PART 1 - GENERAL
1.01 DESCRIPTION
A. Scope:
I. Furnish all labor, materials, scaffolding, equipment, appliances, services and
transportation necessary to complete all painting required for exterior and
interior work of the project as located and detailed on drawings.
B. Related Work Specified Elsewhere:
l. Section 03425: Glass Fiber Reinforced Concrete.
2. Section 05500: Metal Fabrications.
3. Section 07240: Exterior Insulation and Finish System
4. Section 07600: Flashing and Sheet Metal.
5. Section 08110: Hollow Metal Doors and Frames.
6. Section 09250: Gypsum Wallboard.
1.02 QUALITY ASSURANCE
A. Applicator Qualifications:
I. Application will be performed only by a qualified applicator with at least five (5)
years experience in applications of a similar nature, and as approved by the
Architect/Engineer.
B. Design Criteria:
I. All interior materials specified under this section will have a minimum Class III
(or C) flame spread rating of 200 or less when tested in accordance with ASTM
E84, Standard Test Method for Surface Burning Characteristics of Building
Materials (Tunnel Test).
09900 - 1
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 09900
PAINTING
PART 1 - GENERAL (colltinued)
C. Requirements of Regulatory Agencies:
I. This subcontractor will be strictly governed by local and state authorities ofthis
area in order to perform this work.
2. During this work, this subcontractor will be responsible for maintaining safety
among persons in the subcontractor's employ in accordance with the standards
set by the OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970.
3. Comply with current V.O.c. (Volatile Organic Compound) regulations for State
of Florida.
1.03 SUBMITTALS
A. Samples:
I. All finish colors will be as designated on the drawings and paint will match
colors called for and samples submitted accordingly. This subcontractor will
prepare paint samples until colors and textures are satisfactory. Samples will be
12 inch by 12 inch minimum size.
B. Schedule:
I. Before starting any work on this project, this subcontractor will submit in
writing a complete schedule and manufacturer's data sheets of all materials to be
used.
1.04 PRODUCT DELIVERY, STORAGE, AND HANDLING
'\:
.i~
A.
Delivery of Materials:
I. All paint will be delivered to the site in manufacturer's sealed containers. Each
container will be labeled by the manufacturer. Label will give manufacturer's
name, type of paint, formulation, color, and instructions for reducing.
2. No materials other than types specified or approved in writing by
Architect/Engineer may be delivered to the project site. All unapproved
materials will be removed from project site immediately.
B. Storage and Handling
I. Store all paint materials and equipment in an assigned area.
2. Protect all tenant storefronts and floor and wall surfaces against damage,
spattering or over-spray.
09900 - 2
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 09900
PAINTING
PART 1 - GENERAL (continued)
3. Take necessary precautions to keep fire hazard to a minimum.
4. Keep oily or greasy rags and waste in covered metal containers to avoid danger
of fire, and only those immediately in use will be kept within the areas of the
building.
5. Leave surfaces of storage space clean and in condition approved by Project
Manager.
1.05 JOB CONDITIONS
A. Protection:
1. This subcontractor will at all times protect walls, floors and other work and will
be responsible for any other work that may be damaged by failure to provide this
protection.
1.06 SUBSTITUTIONS
A. The materials or products specified and indicated on drawings by trade names,
manufacturer's name or catalog number will be provided as specified. Substitutions will
not be permitted, except where approved by Architect/Engineer.
1.07 GUARANTEE
A. Furnish a written guarantee stating that all materials are guaranteed against defects for.a
period of not less than one (I) year after completion and final acceptance of the work.
Defects due to faulty material developed during the guarantee period will be
satisfactorily replaced by this subcontractor at the subcontractor's expense.
PART 2 - PRODUCTS
2.01 ACCEPTABLE MANUFACTURERS
A. Paint Products:
I. All paint products will be manufactured by the following, subject to compliance
with specification requirements.
a. Sherwin Williams.
b. Pratt & Lambert.
c. Pittsburgh Paints.
d. Benjamin Moore.
09900 - 3
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 09900
PAINTING
PART 2 - PRODUCTS (continued)
e. Devoe.
f. Tnemec.
g. Tex-Cote.
2.02 MATERIALS
A. Exterior Paint Materials:
1.
Hollow metal doors, pressed steel frames, overhead door frames, ship ladders,
exposed structural steel and other miscellaneous steel factory primed and
unpainted steel surfaces, louvers, conduits, or other metal will be thoroughly
cleaned of all scale, grease, etc., and receive:
a. 1st Coat - Sherwin-Williams Kern Kromik Metal Primer B50Wl.
b. 2nd Coat - Sherwin-Williams Industrial Enamel Series B54.
c. 3rd Coat - Sherwin-Williams Industrial Enamel Series B54.
2. Galvanized steel surfaces will receive:
a. 1st Coat - Sherwin-Williams D.T.M. Water Reducable Enamel Series
B66.
b. 2nd Coat - Sherwin-Williams D.T.M. Water Reducable Enamel Series
B66.
c. 3rd Coat - Sherwin-Williams D.T.M. Water Reducable Enamel Series
B66.
3. Aluminum surfaces (when noted to be painted) will receive:
a. I st Coat - Sherwin-Williams A-I 00 Satin Latex House & Trim. A82
Series.
b. 2nd Coat - Sherwin-Williams A-I 00 Satin Latex House & Trim A82
Series.
4. Concrete masonry units receive:
a.
I st Coat - Tex-Cote Series 200, Heavy Duty Clear.
2nd Coat - Tex-Cote Series 500 Opaque Stain.
09900 - 4
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 09900
PAINTING
PART 2 - PRODUCTS (continued)
b. Before starting actual work, prepare a fully finished test panel 10'-0" by
wall height for review and approval by the Architect/Engineer.
5. Glass Fiber Reinforced Column:
a. Apply one (I) coat of Tnemec Series 54-562 Modified Epoxy (fine)
Masonry Filler thinned five (5) percent with mineral spirits to the
columns using a 3/8 inch nap roller and allow to dry 12 hours at 750 F.
Use a spreading rate of95 square feet per gallon.
b. Apply one (1) coat of Tnemec Series 6- Tnemec-Cyrl emulsified acrylic
coating at a spreading rate of275 square feet per gallon.
6. Ornamental Metals:
a. 1 st Coat: Tnemec Series 66 Hi Build Epoxoline.
b. 2nd Coat: Tnemec Series 71 Endura Shield, Color as indicated on
drawings.
7. Wood Items:
a.
I st Coat - Sherwin-Williams A-I 00 Exterior Oilwood Primer.
b.
2nd Coat - Sherwin-Williams SWP Exterior Gloss Oil Base.
c.
3rd Coat - Sherwin-Williams SWP Exterior Gloss Oil Base.
B. Interior Paint Materials:
I. Hollow metal doors, pressed steel frames, exposed structural steel, metal louvers
or other metal indicated to be painted, will be thoroughly cleaned of all scale,
grease, etc., and finished with:
a. 1st Coat - Sherwin-Williams Kern Kromik Metal Primer B50Wl.
b. 2nd Coat - Sherwin- Williams Pro Mar 200 Interior Latex Semi-gloss
B31 W200 Series.
c. 3rd Coat - Sherwin-Williams Pro Mar 200 Interior Latex Semi-gloss
B3 I W200 Series.
2. Gypsum drywall walls, columns and cornices will receive:
a. 1st Coat - Sherwin-Williams Pro Mar 200 Latex Wall Primer B28W200.
09900 - 5
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 09900
PAINTING
PART 2 - PRODUCTS (continued)
b. 2nd Coat - Sherwin-Williams Pro Mar 200 Latex Eg-shell Enamel
B20W200 Series.
c. 3rd Coat - Sherwin-Williams Pro Mar 200 Latex Eg-shell Enamel
B20W200 Series.
3. Arched ceilings and transition arches, vertical surface behind the light cove
cornice, flat ceilings and coffers will receive:
a. 1 st Coat - Sherwin Williams Pro Mar 200 Latex Flat Wall Paint,
B30W200.
b. 2nd Coat - Sherwin-Williams Pro Mar 200 Latex Flat Wall Paint,
B30W200.
c. 3rd Coat - Sherwin Williams Pro Mar 200 Latex Flat Wall Paint,
B30W200.
4. The interior design concept mandates certain "exposed construction areas" as
shown on drawings, therefore, in these areas everYthing in the field of view at
the roof level is to be painted, except skylights, sprinkler heads, light fixture
lenses, fire alarm sensors and/or any other like items; paint will be Tnemec
Series 15 Un i-Bond one coat application. Color to match color noted on
drawings. See drawings for extent of these areas to be painted black.
5. Concrete masonry indicated to be painted will receive:
a. 1st Coat - Sherwin-Williams Pro Mar 200 Latex Wall Primer B28W200.
b. 2nd Coat - Sherwin Williams Pro Mar 200 Latex Flat Wall Paint
B30W200 Series.
c. 3rd Coat - Sherwin-Williams Pro Mar 200 Latex Flat Wall Paint
B30W200 Series.
6. Exit signs on masonry corridor walls will receive:
a. 1st Coat - Day-Glo Color Corp. - Day-Glo Alkyd Enamel
Wood items indicated to be painted:
a. 1st Coat - Sherwin-Williams Pro Mar 200 Alkyd Enamel Undercoater
B49W200.
b. 2nd Coat - Sherwin-Williams Pro Mar 200 Latex Semi-gloss Enamel
B3 I W200 Series.
09900 - 6
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 09900
PAINTING
PART 2 - PRODUCTS (continued)
c. 3rd Coat - Sherwin-Williams Pro Mar 200 Latex Semi-gloss Enamel
B3 I W200 Series.
Wood items indicated to be natural (clear coated) will receive:
a. 1 st Coat - Sherwin-Williams Oil Stain A48 Stain.
b. 2nd Coat - Sherwin-Williams Oil Base Varnish A66V91.
c. 3rd Coat - Sherwin-Williams Oil Base Varnish A66V91.
d. 4th Coat - Sherwin-Williams Oil Base Varnish A66F90.
7. Gypsum drywall ceilings and cornices where indicated to receive textured finish
will receive:
a. I st coat - USG Spray Texture Paint (Imperial QT) Aggregated - Spray
Applied (Course) - Flame spread of25 or less.
b. 2nd coat - Glidden Spray Texture No. 22017 Medium.
c. 3rd coat - Glidden Latex Flat Wall Paint.
8. Gypsum drywall ceilings indicated to receive textured finish will receive:
a. 1st coat - Glidden's Ultra-Hide Interior Ceiling Spray Texture No. 5398,
Medium (Latex).
9. Anti-Graffiti Coating:
a. Coating will be #3C-1200 Protective Surface Coating as manufactured
by Clearview Coating Corporation, Sherway Applications, 7444 Tyler
Boulevard., Mentor, Ohio 44060, Phone: (216) 946-8957.
10. Engraved Identification Plates (where indicated on drawings):
a. Plates will be single faced Micarta Lo-Glare Style 20NP, Color 92E 16
with regular block "white" letter style as manufactured by the Southwell
Co., Box 299, San Antonio, Texas 78291-0299.
b. Signs will be screw attached.
09900 - 7
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 09900
PAINTING
PART 2 - PRODUCTS (continued)
II. Anti-Graffiti Coating Application:
a. 3C-1200 Protective Surface Coating will be applied when material, air
and surface temperatures are above 500 F. Use as supplied, do not thin.
Keep containers closed when not in use. Keep from freezing.
b. Sealer will be applied in strict accordance with manufacturer's printed
instructions.
c. Two coats of 3C-1200 Protective Surface Coating will be applied on
surfaces. Apply the second coat 20 minutes after the first coat has dried
to the touch. If, after the second coat, the surface is not completely
sealed (inspect visually), an additional coat will be applied.
12. Floor Enamel:
a. Prepare and treat concrete in strict accordance with manufacturer's
instructions.
Prime concrete with Concrete and Terrazzo Sealer, B44V22 per
instructions, topcoat with one (1) coat Sherwin Williams Polyurethane
Floor Enamel Series A33.
C. Refer to Item 3.05 PAINT SCHEDULE located at the end of this section for a general
listing of items to be included.
2.03 MIXING AND THINNING
A. Paint will be well ground; will not settle readily, cake, or thicken in container; will be
broken up readily with a paddle to a smooth consistency; and will have easy brushing
properties. No more thinning will be done than is necessary to obtain the desired
consistency.
PART 3 - EXECUTION
3.01 INSPECTION
A. This subcontractor will carefully examine surfaces to be finished to determine if priming
coats or galvanizing required under other specifications have been applied.
09900 - 8
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 09900
PAINTING
PART 3 - EXECUTION (continued)
3.02 PREPARATION
A. Preparation of Surfaces to Receive Paint:
I. Prepare surfaces for the finish specified regardless of materials or condition of
priming coats or galvanizing applied to others. Properly treat holes, cracks,
grease spots, rust or blemishes of any kind and sandpaper, putty, patch, seal or
otherwise prepare as the case may require. In all cases, clean greasy and oily
metal surfaces with benziac and remove all rust and scale by scraping or wire
brushing. Clean galvanized surfaces with naphtha or similar solvent. Dirty or
discolored areas, pencil marks, etc., on finished surfaces will be removed by this
subcontractor if necessary to prevent their showing through after paint is
applied.
2. Cleaning of Metal Surfaces:
a. Prepare surfaces for finish specified by using the "hand tool cleaning"
method as specified in SSPC-SP 2-63 or "power tool cleaning" process
as specified in SSPC-SP3-63.
b. Cleaning method will prepare the metal surfaces for painting by
removing loose mill, loose rust and loose paint either by hand brushing,
hand sanding, hand chipping, hand impact tools or with power wire
brushes, power impact tools, power grinders, power sanders.
3.03 APPLICATION
A. Painting Application:
I. All materials will be applied in strict accordance with the manufacturer's written
instructions. The number of coats specified are intended to produce well
covered and uniform surfaces. It will be the responsibility of this subcontractor
to produce finished surfaces, showing no transparency or uneven sheen. Colors
will be uniform.
2. Only skilled workers will execute work and all materials will be evenly spread,
smoothly applied, absolutely free of runs or streaks. Work will be of the highest
grade and subject to approval of the Architect/Engineer.
3.04 CLEANUP
A. Upon final completion of this work, this subcontractor will remove all unused material,
debris and equipment from the site.
09900 - 9
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 09900
PAINTING
PART 3 - EXECUTION (continued)
3.05 PAINT SCHEDULE
A. Without restricting the volume or generality of the extent of this work, the work
performed under this section will include, but is not limited to the following items:
I. Hollow metal doors and frames:
a. All exterior and interior hollow metal doors will be painted both sides
and edges. Pressed steel frames for these doors to be completely
painted. Apply temporary masking to all hardware items. Prefinished
doors including double acting doors will not be painted.
b. Metal drip flashing above hollow metal doors will be painted.
2. Miscellaneous metal items exposed to view including louvers, ladders, angles,
columns where noted, galvanized scuppers and downspouts, galvanized cap
flashings, galvanized counter flashing, galvanized gravel stops, etc.:
a. Paint exposed portions completely. Do not paint items that have been
factory finished.
3. Ornamental Metals as noted.
4. All exposed areas of Glass Fiber Reinforced Concrete Column Enclosures.
5. All interior drywall except fire corridors.
6 Overhead Service Doors:
a. Overhead service doors will be completely painted including metal
frame, tracks and lintel.
END OF SECTION
09900 - 10
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 10160
TOILET COMPARTMENTS
PART 1- GENERAL (continued)
2. During this work, this subcontractors will be responsible for maintaining safety
among persons in the subcontractor's employ in accordance with the standards set
by the OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970.
3. Installations will comply with all national and local regulations regarding access
by handicapped persons.
1.03 SUBMITTALS
A. Shop Drawings:
l. Submit four (4) sets (I set sepia) of shop drawings of toilet compartments and
related items to the ArchitectlEngineer for approval. Obtain approval of drawings
in writing prior to proceeding with the fabrication.
2. Shop drawings will indicate plans, elevations, details of construction, sizes of
openings and parts, anchoring details, leveling details, brand name of steel to be
used, metal thickness, protective coatings, finishes, colors, hardware and
accessories, fittings, and fastenings, field work required to install, and necessary
coordination with work of other trades.
3. Submit two (2) copies of manufacturer's recommended installation procedures.
The manufacturer's recommended installation procedures, when approved by the
Architect/Engineer, will become the basis for inspecting and accepting or rejecting
actual installation procedures used on the work.
PART 2 - PRODUCTS
2.01 MATERIALS
A. Metal toilet partitions (minimum 22 gauge) will be flush-type, overhead-braced, floor-
mounted with high-baked synthetic enamel finish. Pilasters (minimum 16 gauge) with
stainless steel plinths:
I. Bobrick - Duraline Series or equal.
2. Urinal screens 18 inches by 42 inches, minimum 22 gauge, will be of the same
manufacturer.
B. Doors will be equipped with concealed gravity-type hinge, coat hook and bumper, vertical
lift latch and stop and keeper. Hinges will hold doors in open position when not latched.
All hardware will be chrome plated:
I. Provide wall attached bumper for out swinging door at ambulatory accessible
compartment.
10160 - 2
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 10160
TOaETCOMPARTMENTS
PART 2 - PRODUCTS (continued)
2.02 FABRICATION
A. Toilet compartments will be a minimum of 32 inches wide, handicapped compartment will
be a minimum of 60 inches wide.
B. Flush doors will be 24 inches wide, minimum. Provide 32 inch clear opening at
ambulatory accessible compartment. Door will open out.
C. Pilaster at urinal screen will extend to ceiling. Urinal screen will be 12 inches above finish
fIoor.
D. Latch and coat hook will be applied with screws having one way heads. Balance of
hardware will be applied with Phillips head screws.
2.03 Color will be selected from full range of manufacturers' standard colors. Submit with shop
drawings.
A. Provide three (3) cans of touch-up paint to project manager.
END OF SECTION
10160 - 3
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 10800
TOILET ACCESSORIES
Issued Final
JAN 1 5 2007
SECTION 10800
TOILET ACCESSORIES
PART 1- GENERAL
1.01 DESCRIPTION
A. Scope:
1. The work included under this section will consist of furnishing all labor, materials,
transportation, equipment, accessories, and services necessary to furnish and install
the materials and equipment in this category, called for on drawings and specified.
B. Related Work Specified Elsewhere:
I. Section 04200: Unit Masonry.
2. Section 06100: Rough Carpentry.
2. Section 09300: Tile Work.
1.02 QUALITY ASSURANCE
A. Requirements of Regulatory Agencies:
I. This subcontractor will be strictly governed by local and state authorities of this
area in order to perform this work.
2. During this work, this subcontractor will be responsible for maintaining safety
among persons in the subcontractor's employ in accordance with the standards set
by the OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970.
1.03 SUBMITTALS
A. Shop Drawings:
I. Submit six (6) sets of shop drawings and technical information to the
ArchitectlEngineer for approval. Shop drawings will be approved in writing prior
to fabrication and delivery.
2. Shop drawings will indicate manufacturer, quantities, finish, materials, mounting
instructions, technical information, and all items necessary for complete
installation.
10800 - 1
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 10800
TOILET ACCESSORIES
PART 1- GENERAL (continued)
1.04 PRODUCT DELIVERY, STORAGE, AND HANDLING
A. Deliver all materials and equipment in ample time for installation and store in
factory-packed unopened cartons in well protected accommodations until ready for
installation.
1.05 JOB CONDITIONS
A. Since most items called for under this section will be installed in areas where the finish
materials are already in place, workmen installing the equipment are to exercise all
precautions to prevent any damage to existing surfaces or equipment. When completed,
the work will be left clean and free of debris, in ready-to-use condition.
1.06 AL TERNA TIVES
A. Approved Manufacturers:
I. Products of the following manufacturers will be considered, providing their
equipment equals or exceeds the quality specified, and they can provide equipment
of the type, size, function, and arrangement required:
a. Bobrick Washroom Equipment, Inc.
b. Tubular Specialties Manufacturing, Inc.
c. Accessory Specialties, Inc. (American Specialty Corporation).
d. Watrous, Inc.
e. A. & J. United Machine & Metal Product Corporation.
f. World Dryer Company (only acceptable manufacturer for hand dryers).
g. McKinney Washroom Accessories.
B. Substitutions:
1. The materials or products specified and indicated on drawings by trade names,
manufacturer's name or catalogue number will be provided as specified.
Substitutions will not be permitted, without the written approval of the
ArchitectlEngineer.
10800 - 2
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 10800
TOILET ACCESSORIES
PART I - GENERAL (continued)
1.07 GUARANTEE
A. Furnish a written guarantee stating that all materials and work are guaranteed against
defects for a period of not less than five (5) years after completion and final acceptance of
the work. Defects due to faulty material or work developed during the guarantee period
will be satisfactorily repaired by this subcontractor at the subcontractor's expense.
PART 2 - PRODUCTS
2.01 MATERIALS
A. All materials will be as indicated in the accessory schedule on the drawings.
B. Skirt, sleeve or collars required for semi-recessed or surface mounted accessories, as shown
on contract drawings, will be of same type metal and finish as unit and will be furnished by
the accessory manufacturer.
C. Finishes:
1.
Stainless Steel:
US32D.
2.
Brass:
US26D.
3.
Aluminum:
US28.
D. Parts lists, maintenance manuals, and operating instructions for mechanical items specified
under this section will be provided by this subcontractor to the project superintendent at
time of completion.
E. Dispensing accessories will be fully loaded and in operating condition at time of
completion. A packaged sample of each item dispensed by each type dispensing accessory
machine or accessory will be given to the project superintendent.
F. Keys to locked accessories will be provided and fully accounted for before given over to
the project manager.
PART 3 - EXECUTION
3.01 INSPECTION
A. Inspect all surfaces to which the toilet accessories are to be mounted or installed. VerifY
that all cut-outs and rough openings in masonry partitions are adequate for a professional
installation.
10800 - 3
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 10800
TOILET ACCESSORIES
PART 3 - EXECUTION (continued)
3.02 INSTALLATION
A. Recessed fixtures will be used unless otherwise indicated on the contract drawings or when
structural conditions will not permit. Comply with manufacturer's recommendations for
accessory mounting heights, required wall opening dimensions, and recommended
fastening spacing and methods. Locate accessories in Toilet Compartments so as not to
interfere with the swing of toilet compartment doors at any position or circulation within
the facility.
B. Mounting kits provided with each unit will suit wall construction.
C. Grab bars/rails, water closet application. Both bars/rails will be mounted on
walls/partitions on both sides of water closet, parallel with the floor, both front ends in line
with each other.
D. The materials, after installation, will be in perfect condition, well anchored and in proper
alignment at the locations called for. Any improper work or mislocation of components
will be corrected when so requested by ArchitectlEngineer without further cost to the
owner.
END OF SECTION
10800 - 4
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 12670
ENTRANCE MATS
IssuedFinal JAN 31 Zo.ol
SECTION 12670
ENTRANCE MATS
PART 1- GENERAL
1.01 DESCRIPTION
A. Scope:
I. This subcontractor will provide all labor, materials, transportation, protection,
apparatus, tools, and equipment, and perform all operations required for the
complete installation of all recessed carpeted entrance mats with drain application
as located and detailed on Drawings.
B. Related Work Specified Elsewhere:
I. Section 03310: Structural Concrete.
2. Section 05500: Meta) Fabrications.
3. Section 09300: Tile Work.
4. Section 09680: Carpeting.
1.02 QUALITY ASSURANCE
A. Requirements of Regulatory Agencies:
1. This subcontractor will be strictly governed by local and state authorities of this
area in order to perform this work.
2. During this work, this subcontractor will be responsible for maintaining safety
among persons in the subcontractor's employ in accordance with the standards set
by the OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970.
B. Reference Standards:
1. Aluminum Association (AA):
a. Alloy group designation.
12670 - 1
Section 12670
ENTRANCE MATS
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
PART 1- GENERAL (continued)
1.03 SUBMITTALS
A. Shop Drawings:
I. Submit four (4) sets (I set sepia) copies of shop drawings to Architect/Engineer for
approval of all recessed entrance mats and assemblies. Submit drawings in
accordance with requirements described in this section. Obtain approval of
drawings prior to proceeding with manufacturing.
2. Shop drawings will include plans, elevations, sections and details of the work,
indicating in detail the construction, fabrication, assembly, methods of installation
and attachment, type size of all members, and anchoring devices, pertinent data as
to thickness, dimensions and exposed finishes.
3. Shop drawings will clearly indicate the work which is furnished and installed by
this Section and/or installed by other trades.
C. Samples:
I. Submit samples, in triplicate, of proposed recessed mat and frame, prior to
manufacture, to the Architect/Engineer for approval. Samples will be obtained in
writing prior to ordering, delivery or commencing of work. Installed materials will
match approved samples.
1.04 PRODUCT DELIVERY, STORAGE, AND HANDLING
A.
. B.
C.
Deliver all materials in substantial, protective cartons and with protective masking. Retain
masking until after completion of building, unless otherwise determined by the project
superintendent.
Store all materials indoors. Locate and keep free from building contamination as might
occur during the course of building construction.
Handle all materials carefully so as not to injure surface finishes. Surfaces marred in the
course of delivery, storage, handling, fabrication or erection will be cause of rejecting
entire member. In the event of damage, immediately make all repairs and replacements
necessary to the approval of the Architect/Engineer and at no additional cost to the owner.
1.05 JOB CONDITIONS
A.
Coordinate installation of recessed entrance mat frames with cast-in-place concrete work to
ensure that mats are installed at proper elevations. Mats will be flush with tile or carpet
elevations. Coordinate delivery of embedded items to avoid delays. All construction work
will be coordinated with owner's Project Manager.
12670 - 2
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 12670
ENTRANCE MATS
PART 1- GENERAL (continued)
1.06 SUBSTITUTIONS
A. The materials or products specified and indicated on drawings by trade names,
manufacturer's name or catalogue number will be provided as specified. Substitutions will
not be permitted, except where written approval is given by the Architect/Engineer.
1.07 GUARANTEE
A. Furnish a written guarantee stating that all materials and work are guaranteed against
defects for a period of not less than one (I) year after completion and final acceptance of
the work. Defects due to faulty material or work developed during the guarantee period
will be satisfactorily replaced by this subcontractor at his expense.
PART 2 - PRODUCTS
2.01 MATERIALS
A. Grid:
1.
Grid will be Model1600C Carpet Series with each individual tread made of a
durable, colorfast 100% Antron Nylon fiber as manufactured by Construction
Specialties, Inc., P.O. Box 380, Muncy, Pennsylvania 17756, telephone: (717)
546-5941 or approved equal. Carpet will be unitary fusion bonded for maximum
durability, and to eliminate fraying, delamination or moisture penetration. Carpet
color will match the field color of mall carpet specified under
Section 09680: Carpeting.
2. Aluminum tread rails for carpet insets will be fabricated from 6063- T52 alloy,
structurally joined to aluminum key lock bars, alloy 6061- T6, spaced 10" on
center, maximum. Space between tread rails will not exceed 3/16 of an inch.
B. Framing:
I. Framing members will be series "NP" and be fabricated from 6063- T52 aluminum
alloy, neatly coped at corners and assembled with #14 stainless steel screws to
provide for rigid frame connections.
2. Coat all surfaces of frames which will be in contact with concrete or masonry with
zinc chromate paint or manufacturer's standard protective coating.
3. Grid and frame in place will withstand a minimum 200 pounds per square foot
uniform load.
12670 - 3
Section 12670
ENTRANCE MATS
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
PART 2 - PRODUCTS
2.02 APPROVED MANUFACTURERS
A.
;:(
~
The following manufacturers will be considered acceptable alternates subject to
compliance with specification requirements:
I. FG-8 foot grille as manufactured by K.N. Crowder Inc., 210 Eighth Street,
Lewiston, New York 14092, telephone: (716) 754-8247.
2. Model JL 900-CP as manufactured by J.L. Industries, 4450 W. 78th Street Circle,
Bloomington, Minnesota 55435, telephone: (612) 835-6850.
3.
No. 470 Perfec Clean Carpet Treat and No. 421 Deep Pit as manufactured by
Reese Enterprises, Inc., P.O. Box lA, Rosemount, Minnesota 55068, telephone:
(612)323-1126.
PART 3 - EXECUTION
3.01 INSPECTION
A.
?~
~~
~,
",'
Prior to installation of the work of this section, carefully inspect the installed work of all
other trades and verifY that all such work is complete to the point where this installation
may properly commence. VerifY that all materials may be installed in complete
accordance with the original design and the approved shop drawings.
B. In the event of discrepancy, this subcontractor will notifY the job superintendent and the
Architect/Engineer in writing of any and all conditions which will affect the satisfactory
execution of this work or endanger its permanence. Do not proceed with installation in
areas of discrepancy until all such discrepancies have been fully resolved.
C.
Commencing of application will constitute acceptance by this subcontractor that the work
of other trades are in proper condition to receive his work. After such acceptance, this
subcontractor will be liable for correcting all work and materials which produce an
unsatisfactory installation.
3.02 INSTALLATION
~~>":;
A. Installation will be rigid and secure per approved shop drawings, installed by mechanics
with at least five (5) years experience in installations of similar nature. All screws and
fittings will be drawn tightly. Work will be set plumb and properly aligned, fIush with
adjacent fIoor surfaces.
B.
All items under this heading will be set in their correct locations as shown on the drawings
and will be level, square, plumb, and at proper elevations and in alignment with other work.
Tread rails will run parallel to entrances. Coordinate top of mat surfaces with doors that
swing across mats to provide adequate under door clearance.
12670 - 4
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 12670
ENTRANCE MATS
PART 3 - EXECUTION (continued)
C. This subcontractor will be responsible for the workmanship, the finish and the rigidity of
the installation.
3.03 CLEANING
A.
Upon completion of all work under this Section, this subcontractor will promptly remove
from the premises all equipment, unused materials, and debris caused by this branch of
construction and with the proper spot remover, remove all soiled spots or adhesive on
carpet treads. Carpet treads will be vacuumed clean.
END OF SECTION
o
12670 - 5
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16010
GENERAL PROVISIONS
Issued Final JAN 10 2001
SECTION 16010
GENERAL PROVISIONS
PART 1- GENERAL
1.01 SCOPE
A. General Conditions: Instruction to Bidders and General Conditions Applicable to
Subcontractors shall apply to this section:
I. No claim or additional compensation will be entertained on behalf of or paid to
this Contractor on account of the Contractor's failure to be informed ofthe
above conditions and requirements.
B. The work included in this section ofthe specifications shall be performed in strict
accordance with the provisions of the contract documents. The above forms a part of
this section and the subcontractor performing the work included in the section shall be
responsible for adhering to all applicable requirements of same.
C. This section supplements all sections of this Division and shall apply to all phases of
work specified herein, shown on the drawings, or required to provide a complete
installation of electrical systems.
D. The specifications and drawings for electrical work are complementary and are for the
complete interpretation of the work:
1.
Should a bidder find discrepancies in or omissions from the drawings or
specifications, or should he be in doubt as to their meaning, he should at once
notifY the Architect/Engineer who will send written instructions to all bidders. If
these are ignored by the Contractor, the Contractor will be responsible for
furnishing the proper or workable equipment as necessary.
E. Unless noted or modified by specific notation to the contrary, the indication and/or
description of any electrical item in the documents carries with it the instruction to
furnish, install and connect same. It shall be understood that the intent governs the
work, regardless of whether or not this instruction is explicitly stated.
F. No exclusions form or limitation in drawings or specifications for the electrical work
shall be reason for omitting the appurtenances or accessories necessary to complete any
required system or item of equipment.
G.
The Contractor shall have not less than five (5) years successful experience in the
installation of an electrical system ofthe type and complexity as described herein and
required by the contract documents. Contractor shall employ only journeymen,
mechanics, and workers who are experienced and skilled in the work involved.
16010 - 1
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16010
GENERAL PROVISIONS
PART I - GENERAL (continued)
.
H.
The Contractor assumes all risks of damages or injuries, including death, to any property
or person used or employed on or in connection with the work, and all risks of damages
or injuries, including death, to any property or persons wherever located, resulting from
any action, omission, or operation in connection with the work.
I. The Contractor shall indemnifY, hold harmless and defend the Owner, its employees,
agents, servants and representatives from and against any and all losses, damages,
expenses, claims, suits and demands of whatever nature, resulting form damages or
injuries, including death, to any property or person, caused by or arising out of any
action, omission or operation in connection with the work attributable to the Contractor
and Subcontractors, any Material Suppliers, any of their respective employees, agents,
servants and representatives, or any other person, including the Owner their employees,
agents, servants and representatives; provided, however, that the Contractor shall not be
required to indemnifY Owner or employees, agents, servants and representatives
hereunder or any damages or injuries, including death, to any property or person, caused
solely and exclusively by the negligence of the Owner, their employees, agents, servants
and representatives.
J. Before submitting a bid, bidders will be held responsible to have visited the site of the
work and fully inform themselves as to all existing conditions and limitations, including
rules, rates and fringe benefits, travel pay, affiliation fees, and transportation expense
prevailing in the local labor market, and no allowances shall subsequently be made on
behalf 0 the Contractor by reason of any error on the Contractor's part.
1.02 CODES, PERMITS, FEES, LICENSES, AND INSPECTIONS
A. All work shall meet or exceed all legal requirements and the latest requirements of the
National Electric Code, and all State, County, Municipal and other authorities having
jurisdiction over electrical construction work at the project.
B. Comply with all applicable building ordinances and codes. Where the contract
documents exceed minimum requirements, the contract documents take precedence.
C. All electrical work, equipment, and apparatus shall conform to the requirements ofthe
following:
I. National Electrical Code of the National Board of Fire Underwriters.
2. National Electric Manufacturers Association.
3. Electrical Utility.
4. Local and State Codes.
16010 - 2
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16010
GENERAL PROVISIONS
PART I - GENERAL (continued)
D. Electrical Contractor shall apply for and pay all inspections, permits, and license fees in
connection with the work under this division, and the Electrical Contractor shall submit
upon completion of this contract, all certificates of inspection and approval that may be
required by State and Local laws, ordinances, and regulations to Owner.
E. During this work, this Contractor shall be responsible for maintaining safety among
persons in the Contractor's employ in accordance with the standards set by the
OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970. The ArchitectlEngineer
shall be held harmless for any accident, injury, or any other incident resulting from
noncompliance with these standards.
F. The Contractor shall comply with the requirements of the applicable utility companies
service this project. Make all arrangements with the utility companies for proper
coordination of the work.
G. These plans and specifications may not, under the circumstances, conform with all
Federal, Local and/or State Building Codes and Ordinances. The entire installation,
however, shall be constructed in full accordance with all building codes and ordinances
having jurisdiction in the project territory, at no additional cost to the Owner.
1.03 EXAMINATION OF PLANS, SPECIFICATIONS, AND SITE
A. Before submitting a bid, the Electrical Contractor shall become familiar with all features
of the building and site which may affect the execution of this work. No extra payment
will be allowed for failure to obtain this information. If, in the opinion of the bidding
Electrical Contractor, there are omissions or errors in the plans or specifications or in
any way conflicts with local codes or practices, the Electrical Contractor shall clarifY
these points with the Architect/Engineer before submitting this bid:
I. Bidders shall examine carefully the entire site of the electrical construction.
They shall make all investigations necessary to inform themselves thoroughly as
to facilities for delivering, placing and using the necessary equipment and
materials and as to all the difficulties involved in completion of all the electrical
construction in accordance with the electrical specifications and drawings.
B. This Contractor shall carefully examine the architectural, structural, heating-ventilating,
and air conditioning, and plumbing drawings. If any discrepancies occur between the
drawings or between the drawings and the specifications, he shall report such
discrepancies to the Architect/Engineer in writing and obtain written instructions as to
the manner in which to proceed. No departures from the contract drawings shall be
made without prior written approval ofthe Architect/Engineer.
16010 - 3
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16010
GENERAL PROVISIONS
PART 1 - GENERAL (continued)
1.04 CONTRACT DRAWINGS
A.
The Electrical Drawings do not attempt to show complete details of building
construction which affect the electrical installation. The Contractor shall refer to
individual trade drawings for additional details which affect the proper installation ofthe
work.
B.
The architectural, structural, mechanical, electrical, and equipment drawings and
specifications are hereby incorporated into and become a part ofthis Division. This
Contractor shall examine all such drawings and specifications and become thoroughly
familiar with provisions contained, and the submission of this bid shall be construed as
indicating such knowledge.
C.
Electrical drawings are diagrammatic and are intended to show the approximate
locations of equipment and piping and must not be used for obtaining lineal runs of
wiring or conduit. Dimensions given on the plans shall be verified in the field.
Drawings may not be scaled to obtain exact dimensions.
D. The exact locations of apparatus, fixtures, equipment, and conduits shall be ascertained
from the General Contractor or representative in the field, and the work shall be laid out
accordingly. Should the Contractor fail to ascertain such locations, the work shall be
changed at own expense when so ordered by the General Contractor. The General
Contractor reserves the right to make minor changes in the location of conduit and
equipment up to the time of installation, without additional cost:
I. The Electrical Contractor shall apply for detailed and specific information
regarding the location of all equipment as the final location may differ from that
indicated on the drawings. Outlets, equipment or wiring improperly placed
because of the Electrical contractor's failure to obtain this information shall be
relocated and reinstalled without additional expense to the owner. The Electrical
Contractor shall determ ine the actual direction of all door swings, unless
otherwise noted. Improperly installed switches shall be relocated without
additional expense to the Owner.
2. The design shall be subject to such revisions as may be necessary to overcome
building obstructions. No changes shall be made in location of outlets or
equipment without written consent of the Architect/Engineer and Owner.
E. The electrical drawings and specifications are intended to supplement each other and any
material or labor called for in one shall be furnished and applied even though not
specifically mentioned in both. Labor and/or materials neither shown nor specified, but
necessary for the completion and proper functioning of the system, shall be provided by
this Contractor.
16010 - 4
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16010
GENERAL PROVISIONS
PART 1 - GENERAL (continued)
F.
The work required under these specifications includes all labor, materials, equipment
and services necessary to provide lighting and power systems, service entrances, motor
controls and connections; when indicated on plans, branch circuiting, feeders, panels,
fixtures; installation only unless indicated otherwise on plans; wiring devices and other
items shown on the plans or specified.
G. When the specification of an item is not identified with a particular area, the item shall
pertain to all areas.
H. This Contractor shall furnish such labor and materials as specified and as required to
complete all electrical connections in accordance with the manufacturer's requirements
for all mechanical equipment when shown and/or indicated on plans or specified.
1.05 INTENT AND MEANING OF DRAWINGS AND SPECIFICATIONS
A. The drawings and specifications shall be followed and all work shall be executed
according to the true intent and meaning of the drawings and specifications both of
which are intended to include everything requisite for a complete and operable electrical
system. Should any error or omission exist in either or both of these drawings and
specifications or conflict one with the other, the Electrical Contractor shall not avail of
such unintentional error, omission or confIicting item, but shall have same explained and
adjusted before signing the Electrical Contract or proceeding with the work; otherwise,
Electrical Contractor shall at own expense, supply the proper material and labor to install
same, make good any damage to, or defect in the work or the results obtained therefrom
caused by such error, omission, or conflict.
NOTE: Any items necessary for the completion of the work which may not be actually
indicated on the Drawings, or specified, but which are obviously necessary or usually
employed in common practice shall be provided by the Electrical Contractor.
1.06 RESPONSIBILITIES EXPLANATION
A. The word "Contractor" means the Electrical Subcontractor.
B. The Contractor shall be held responsible for the conformance of the electrical work with
the contract documents and specifications. Any and all deviations from the drawings
and specifications required by code and ordinances, must be specifically noted by
attached letter. Failure to so designate any deviations will be cause for disapproval, by
the Owner, pending receipt of the required documentation.
C. Any and all changes caused by code requirements shall be reviewed and approved by
Owner.
D.
"Materials furnished and installed by Contractor" shall be interpreted as the Contractor
shall furnish the specified equipment and shall install and guarantee its specific
operation.
16010 - 5
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16010
GENERAL PROVISIONS
PART 2 - EXECUTION
2.01 CONSTRUCTION RULES
A. During construction, the Electrical Contractor shall strictly enforce employee discipline
rules. Any damage to the building and/or finishes caused by violations of these rules,
regardless of the areas involved, shall be replaced, to the extent determined by the
owner, at the Electrical Contractor's expense.
B. No defecating or urinating within the building, or elsewhere on the site, other than in
temporary toilet facilities provided by the General Contractor.
C. No smoking in the building, after painting and/or floor finishing operations are begun,
except in toilet rooms.
D. After wood, resilient tile, ceramic tile, marble, and other finished fIoor materials or
coverings have been installed, including carpet, the Electrical Contractor must ensure
that all buggies, carts, dollies, and other conveyances used in the building, by the
Electrical Contractor's employees, are equipped with pneumatic tires, not hard rubber,
plastic, or metal wheels:
I. Any such flooring or floor covering, which is damaged as a result of the
contractor's disregard of this directive, shall be repaired or replaced to the extent
determined by the Owner, at the contractor's expense.
E.
The Contractor must be knowledgeable of the Owner's intent to avoid the use of any
product or item of material or equipment which might contain asbestos in its
manufactured state. Therefore, should the Contractor become aware of any violation of
this intent in the contract documents, it shall be the Contractor's duty to report this fact
to the Owner. Furthermore, the contractor shall not purchase, or allow to be installed,
any product or item so affected. To do so shall result in the removal and replacement of
the work in question at the Contractor's expense.
F. Contractor shall carry out all new work and shall make all changes, relocations, and
installations with a minimum of noise. All site areas and new equipment, floors and
walls, shall be adequately protected from dust and dirt caused by the work. Protection
shall include suitable temporary barriers or coverings. The exterior of and interior
premises of each building shall be kept clean as possible during construction. Any
damages to surfaces or equipment as result of the Electrical Contractor's negligence shall
be replaced or corrected by this Contractor as required.
2.02 COOPERATION WITH OTHER TRADES
A.
The Electrical Contractor shall completely cooperate with all other trades in the matter
of planning and execution of the work. Every reasonable effort shall be made to prevent
conflict and interference as to space requirements, dimensions, locations, openings,
sleeving, or other matters which tend to delay or obstruct the work of any trade.
16010 - 6
Section 16010
GENERAL PROVISIONS
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
PART 2 - EXECUTiON (continued)
B.
Perform this work in conformity with the construction called for by other trades and
afford reasonable opportunity for the execution of their work. Properly connect and
coordinate this work with the work of other trades at such time and in such a manner as
not to delay or interfere with their work.
C. Examine the drawings and specifications for the general and mechanical work and the
work of other similar trades. Coordinate this work accordingly.
D.
Promptly report to the Owner any delay or difficulties encountered in the installation of
this work which might prevent prompt and proper installation, or make it unsuitable to
connect with or receive the work of others. Failure to so report shall constitute an
acceptance of the work of other trades as being fit and proper for the execution of this
work.
E. Plan all work so that it proceeds with a minimum of interference with other trades.
Inform all parties concerned of openings required for equipment or conduit in the
building construction for electrical work and provide all special frames, sleeves, and
anchor bolts as required. Coordinate the electrical work with the mechanical installation.
F. Work lines and established heights shall be in strict accordance with architectural
drawings and specifications insofar as these drawings and specifications extend. VerifY
all dimensions shown and establish all elevations and detailed dimensions not shown.
G.
Layout and coordinate all work well enough in advance to avoid conflicts or
interference with other work in progress so that in case of interference the electrical
layout may be altered to suit the conditions, prior to the installation of any work and
without additional cost to the Owner. Conflicts arising from lack of coordination shall
be this Contractor's responsibility.
2.03 DAMAGE TO OTHER WORK
A. The Electrical Contractor will be held rigidly responsible for all damages to the work of
own or any other trade resulting form the execution of this work. It shall be the
Electrical Contractor's responsibility to adequately protect work at all times, and all
damages resulting from the Contractor's operations shall be repaired or the damaged
portions replaced by the party originally performing the damaged work to the entire
satisfaction of the ArchitectlEngineer and all costs thereof shall be borne by the
Contractor of subcontractor responsible for the damage. This shall include damage to
existing electrical conduits, equipment, etc. that are to remain:
I.
The Contractor shall furnish all labor, materials, equipment and services
necessary to repair all pavements disturbed under the Contract.
16010 - 7
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16010
GENERAL PROVISIONS
PART 2 - EXECUTION (continued)
2.04 DRAWINGS OF OTHER TRADES
A. Equipment and fixtures shall be connected providing circuit continuity in accordance
with applicable codes whether or not each piece of conductor, conduit, or protective
device is shown between such items of equipment or fixtures, and the point of circuit
original.
B. Unless otherwise specified, equipment and materials of the same type or classification,
and used for the same purpose, shall be products of approved manufacturers.
C. Use only new, unweathered, and unused material, except as specifically noted.
D. The listing of any article, material, and/or operating method requires that these shall be
provided and installed unless noted to be furnished by others. Each item listed shall be
of the quality and the qualifications noted. Each operation shall be performed according
to standard practice, manufacturer's instructions and conditions stated.
E. All materials and equipment shall be new, F.M. approved and of type approved and
labeled by Underwriter's Laboratories and shall be in strict conformity with the latest
established standards ofthe following:
I. Underwriter's Laboratories, Inc.
2. National Board of Fire Underwriters.
3. National Fire Protection Association.
4. Insulated Power Cables Engineers Association.
5. A.I.E.E.
6. Federal Bureau of Standards.
7. American Standard Association.
8. Illuminating Engineering Society.
9. Electrical Utility.
10. Occupational Safety and Health Act.
II. American Institute of Steel Construction.
12. American Society for Testing and Materials.
13. Federal Specifications.
16010 - 8
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16010
GENERAL PROVISIONS
PART 2 - EXECUTION (continued)
14. Institute of Electrical and Electronic Engineer.
15. National Electrical Code.
16. National Electrical Manufacturer's Association.
17. National Electrical Safety Code.
18. United States of America Standard Institute.
2.05 SHOP DRAWINGS
A.
Shop drawings and catalog cuts in sets of seven (7) of all equipment furnished by this
Contractor shall be submitted to the Architect/Engineer for approval before starting
work.
B. "Shop drawings" is defined as fabrication and erection/installation drawings, diagrams,
illustrations, schedules, performance charts, brochures, customized data sheets, and
operating and maintenance sheets which are prepared by the contractor of a
subcontractor, manufacturer, supplier or distributor, and which illustrate or apply to
some portion of the work.
C. "Product data" is defined as physical examples of certain portions of the work, furnished
by the contractor, to illustrate quality of materials, products or work, for color and/or
finish selection, and to establish standards by which the completed work will be judged.
D. The following procedures shall be adhered to for all submittals. Note the approval
process may require a minimum of three (3) weeks:
I . The Contractor shall first check all submittals and approve them for
conformance with the contract documents.
2. The Architect/Engineer will then check, approve and return them to the
Contractor.
E. All submittals shall be processed with reasonable promptness by all parties to avoid
undue delay in the progress of construction. Every submittal shall be accompanied by an
appropriate letter of the items being submitted.
F.
The Contractor, by approving and submitting shop drawings, product data, and samples,
represents that he has determined and verified all field measurements and quantities,
field construction, criteria, materials, catalogue numbers, and similar data related
thereto, and that he has reviewed and coordinated the information contained within such
submittals with the requirements of the work and the contract documents. The approval
stamp used by the contractor shall represent compliance with above terms.
16010 - 9
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16010
GENERAL PROVISIONS
PART 2 - EXECUTION (continued)
G. Product data shall be submitted in lieu of shop drawings where specifically called for or
where necessary to aid in product evaluation, etc. In addition, product data may
supplement shop drawing submittals, in which case seven copies will be required. Data,
marked to indicate characteristics of actual product which will be provided for the work
as well as to indicate any available choices or options, shall be submitted.
H. Samples shall be submitted in two (2) sets, unless a greater number is specifically called
for, with each set being comprised of either single or multiple units, depending on the
nature of the particular sample. Samples shall be submitted for, but need not necessarily
be limited to, paint colors when called for on the drawings or required by the
Architect/Engineer.
I. Miscellaneous submittals are defined as those work-related items not processed as shop
drawings, product data or samples, and shall include, but need not necessarily be limited
to, (I) warranties, (2) maintenance agreements, (3) statements of applicability and
compliance, (4) quality testing reports, (5) certifications, (6) operating and maintenance
materials and manuals, (7) overrun, or replacement, stock and (8) sleeve location and
setting drawings (furnished by various trades who require sleeves in concrete and
masonry construction).
J. THE CHECKING AND REVIEWING OF CONTRACTOR'S, SUBCONTRACTOR'S,
AND MANUFACTURERS' DRAWINGS AND SAMPLES BY THE OWNER IS A
GRATUITOUS ASSISTANCE, AND THE OWNER DOES NOT THEREBY NOR BY
ANY OTHER ACT OR OMISSION ASSUME RESPONSIBILITY FOR ERRORS OR
OMISSIONS. SUCH ERRORS OR OMISSIONS MUST BE MADE GOOD BY THE
CONTRACTOR, IRRESPECTIVE OF THE RECEIPT, CHECKING, REVIEW OR
'APPROVAL' OF THE DRAWINGS AND SAMPLES BY THE OWNER, AND EVEN
THOUGH THE WORK IS DONE IN ACCORDANCE WITH SUCH DRAWINGS:
I. Shop drawings or "letters of intent" are drawings, diagrams, illustrations,
schedules, performance charts, brochures, and other data which are prepared by
the Contractor or any subcontractor, manufacturer, supplier or distributor, and
which illustrate and/or describe some portion of the work.
2. Samples are physical examples furnished by the Contractor to illustrate
materials, equipment or workmanship, and to establish standards by which the
work will be judged.
3. Catalog cuts are copies or brochures picturing material or equipment which will
be furnished by the Contractor.
4. Subcontractor warranties will be required from specific enumerated trades. This
warranty shall be in addition to written warranty furnished by the Contractor.
Warranty shall be submitted on subcontractor's letterhead in conformance with
sample form included in this section of the specifications, unless otherwise
specified.
16010 - 10
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16010
GENERAL PROVISIONS
PART 2 - EXECUTION (continued)
K. All shop drawings, catalog cuts, and "letters of intent" shall be submitted to the
Architect/Engineer.
L. No work shall be installed until all shop drawings, catalog cuts and" letters of intent"
have been approved by the Contractor and Architect/Engineer. The Contractor shall
review subject shop drawings, catalog cuts, and "letters of intent" before same are
submitted to the Architect/Engineer.
M. Material and equipment manufacturers of products listed below shall furnish shop
drawings for approval of the Contractor and Owner's Construction Department prior to
Contractor's purchasing or installation of equipment. Shop drawings are to contain:
Manufacturer's name, material description, sizes and dimensions, and other pertinent
information:
I. Shop drawings shall fully explain all procedures involved in executing a
complete operational electrical installation.
2. Factory literature shall be specific for all factory assembled equipment, devices,
and items of equipment. -
3. All submittals shall properly indicate to the pertinent equipment their external
connections for field installation and the necessary field installation instruction.
4. They shall be submitted in the required number of copies and on type of paper in
conformance with the GENERAL CONDITIONS.
N. The following shop drawings and catalog cut submittals are a mandatorv requirement bv
the Owner. This list may be expanded upon at the discretion ofthe Architect/Engineer,
as deemed necessary for the proper execution of the work.
1. Electrical:
a. Disconnect Switches.
b. Panelboards.
c. Fuses.
d. Wiring Devices.
e. Contactors.
f. Circuit Breakers.
g. Switches.
16010 - 11
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16010
GENERAL PROVISIONS
PART 2 - EXECUTION (continued)
h. Flexible Conduit.
I. Conduit.
J. Special Purpose Receptacles.
k. Feeder Wire.
I. Electrical Metallic Tubing.
m. Branch Circuit Wire.
n. Receptacles.
o. Floor Boxes.
p. Transformers.
q. Sound System.
r. Emergency Standby Generator Set.
O. In lieu of shop drawings, a "Letter of Intent" describing the materials to be furnished in
compliance with specifications and/or installation procedures may be submitted for the
above items with the exception of main switchboard, all panels and transformers:
1. Note that on Iv items bv specified manufacturers may be covered by "Letter of
Intent". Requests for substitutions of specified alternates will require complete
shop drawings.
P.
The Contractor and Architect/Engineer shall check and approve all shop drawings and
"letters of intent" for conformance with the Contract Documents:
1 . Whenever alternate materials are specified, it is with the understanding that any
one of the materials is acceptable to the Owner. Materials and equipment other
than those specified are not to be assumed to be satisfactory substitutes without
prior written approval of the Owner.
2. Request for substitution of equipment or materials specified must be submitted
bv the Contractor. in writing accompanied bv shop drawings to the Owner.
Notification of acceptance or rejection will then be promptly provided to the
Contractor. Where specifications indicate "no Substitutions" equipment or
materials shall be as specified.
16010 - 12
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16010
GENERAL PROVISIONS
PART 2 - EXECUTION (continued)
Q. Upon completion of review, the Owner shall return two (2) copies of the shop drawings
and "letters of intent" to the Contractor. Work on these items shall not commence until
approval is received from the Architect/Engineer:
I. The Architect/Engineer will retain one copy of each submittal for record
purposes and direct the other to the Owner's Representative for use in the field.
2. Only those shop drawings noted to be "Approved" or "Approved as Noted" will
be permitted for use at the project site.
R. Shop drawing submittals shall be made on a continuing basis throughout preconstruction
and construction periods.
S. Shop drawings for each project are required to be for that specific site. Duplicates of
shop drawings from other projects are not appropriate and will not be accepted.
T. For electrical items used under "Letter of Intent" two (2) copies of pictorial brochures
shall be submitted to the Owner prior to "Completion" of project.
U. Submit samples upon request for approval--one of each with proper tag indicating
project and intended location and function.
2.06 DEFINITIONS
A. For the purpose of reference on the "Drawings and Outline Specifications" the terms
Landlord, Architect/Engineer, and Contractor and work shall be defined as follows:
I. Wherever the term "Owner, Developer or Landlord" is used, the term Owner,
Developer or Landlord means the DPMI or authorize representative.
2.
Whenever the term "Architect", "Engineer", and/or "Architect and Engineers" is
used reference is made to the person who has supervised the preparation of all
drawings, specifications, addenda, etc., and whose name appears on the
Drawings and/or Specifications.
3. Whenever the term "Contractor" is used reference is made to Owner's,
Developer's or Landlord's Electrical Contractor.
4. The term "work" includes labor or material or both, and equipment to produce
the construction required by the Drawings and Specifications.
B. "Concealed": Embedded in masonry or other construction, installed behind wall furring,
within double partitions or hung ceilings, in trenches, or in crawl spaces.
C. "E.M.T.": Electrical metallic tubing indicates "thin wall" threadless conduit (aluminum
or steel).
16010 - 13
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16010
GENERAL PROVISIONS
PART 2 - EXECUTION (continued)
D. "Exposed": Not installed underground or "concealed" as defined above.
E. "Furnish or Provide": to furnish, erect, install, and connect and connect up complete and
ready for regular operation particular work referred to unless specifically indicated or
specified otherwise.
F. "G.R.M.C.": Galvanized rigid metallic conduit indicates "Heavy Wall" steel conduit.
G. "Indicated" or "shown": As indicated or shown on drawings.
H. "Lighting Fixture": All fIuorescent, incandescent, wall bracket, chandelier, or other
lighting assemblies used for general, accent, or decorative illumination, excluding all
types of porcelain receptacles.
I. "Noted": As indicated on drawings and/or specified.
1. "Similar" or "Equal": Equal in kind, quality and function, of approved manufacture.
K. "Wiring": Conduit, fittings, wire, junction and outlet boxes, switches, cutouts, and
receptacles, and all items necessary or required in connection with or relating to.
L. "Work": labor, materials, equipment, apparatus, controls, accessories, and all other
items customarily furnished and/or required for proper and complete installation.
M. "Wiring Device": All switches, insertion receptacles, combination receptacles, pilot
light assemblies, attachment plugs and connector bodies, wall or cover plates, also
porcelain receptacles or lampholders. NOTE: Porcelain receptacles include all types;
junction box mounted (3" and 4" round), keyless, pull chain and/or drop cord.
N. "Install" shall mean to place, fix in position, secure, anchor, etc., including necessary
appurtenances and labor so the equipment or installation will function as specified and
intended.
O. "Furnish" shall mean to purchase and supply equipment or components.
P. "Provide" shall mean "furnish and install".
Q. "Or approved equal" shall mean equal in type, design, quality, etc., as determined by the
Owner.
16010 - 14
Section 16010
GENERAL PROVISIONS
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
PART 2 - EXECUTION (continued)
2.07 SCOPE OF WORK
A. The Electrical Contractor shall provide all required labor, material, equipment, and
Contractor's services necessary for complete installation of Electrical Work in full
conformity with requirements of the National Electrical Code and all authorities having
jurisdiction; all as indicated on drawings and/or herein specified, including in general
(but not limited to) the following:
1. Complete electrical service entrance including conduits, ducts, cables, and
wmng.
2.
,
<
"
3.
4.
5.
n
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
Complete power and lighting distribution systems including all switchboard,
disconnects, transformers, conduits, wires, and fuses and panels.
Complete branch circuit wiring system.
Complete fixture installation, including incandescent, fluorescent and H.LD.
lamps.
Complete telephone conduit system, from telephone outlets to telephone
terminals including extension of main feeder conduits, terminal boards, boxes,
plates, etc., as specified, shown on the drawings and required.
Temporary electric service as required for construction.
Testing of cables and circuit wiring after installation.
Testing of all electrical equipment.
Wiring and outlets for signs.
Complete system for correction of power factor (when required).
Digging and fill for conduit runs.
All wiring devices.
Feeds and final connection to all unit heater and electric blast coil heaters.
Install all emergency lighting equipment.
Rough cutting and patching.
All time switches, relays, contactors, and other control equipment and wiring as
indicated on drawings.
16010 - IS
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16010
GENERAL PROVISIONS
PART 2 - EXECUTION (continued)
17. Motor Starters when indicated on the drawings.
18. Service to all equipment furnished by others as shown on drawings and requiring
Electric Service, or as indicated and drawings.
19. Conduits for all alarm systems, and lighting control system, including the
installation of wire and equipment as required by the drawings.
20. Feeds and final connections to interior and exterior signs.
21. Feeds, final connections, etc., for all canopies and exterior lighting.
22. Furnish and install sound system including all wire, conduit, speakers,
amplifiers, microphones, tape player, receiver, and all other audio equipment as
necessary for a complete and operational sound system installation.
23. Complete fire alarm and smoke evacuation control conduit system with pull
strings including but not limited to wire installation, control contactors, etc. as
indicated on the drawings and/or specified.
24. Coordination of delivery and security of electrical materials and equipment
furnished by others.
25. Unloading delivery vehicles, at any designated area on the jobsite, of electrical
materials and equipment furnished by others and designated for this job.
26. Transporting electrical materials and equipment furnished by others to
designated storage areas and/or to installation location.
27. Maintaining up to date "as-built" electrical drawings.
28. Final connections, control and interlock wiring including installation of controls
for equipment indicated on Drawings whether furnished under this contract or
under other contracts; such as conveyors, compactors, motorized rolling doors,
dock levelers, etc..
29. Emergency standby generator set including but not limited to generator,
automatic transfer switch, fuel system, emergency panelboards, etc.
16010 - 16
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16010
GENERAL PROVISIONS
PART 2 - EXECUTION (continued)
2.08 WORK NOT INCLUDED
A. The following work will not be included in the Electrical Works unless indicated on the
drawings:
I. HV AC system motor starters, motors, motor controllers, motor control centers,
security alarm actuating indicating and alarm devices, except as otherwise noted,
or indicated on drawings.
2. Furnishing lighting fixtures, chandeliers, and lamps.
3. Exterior signs and installation except that Electrical Contractor shall make final
connections.
4. Furnishing oftelephone wire, equipment, and instruments.
PART 3 - PERFORMANCE OF WORK
3.01 SCHEDULE
A. The Electrical Contractor shall be in a position to meet all completion dates established
by the Time Schedule and shall furnish all labor of all classes required to meet such
schedules and completion dates. Further, the Electrical Contractor shall become familiar
with the equipment which shall be ordered and expedited as required to conform with
scheduling and completion dates.
3.02 CODES, PERMITS AND INSPECTIONS
A. Install all work in full accord with codes, rules and regulations of Municipal, City,
County, State and Public Utility and all other authorities having jurisdiction over the
premises. This shall include all requirements of the City Building Code, regulations of
the State Department ofIndustrial Relations, OSHA and the requirements of the national
Electrical Code, as interpreted by the Local Inspection Division. All these codes, rules
and regulations are hereby incorporated in this specification.
B. Comply with specification requirements which are in excess of code requirements and
not in conflict with same.
C. Power factor improvement is required to provide a minimum of 90 percent power factor
and shall be made as follows:
1. Capacitors are to be added to each compressor in each RoofTop Air
Conditioning Unit and switched with the motor.
16010 - 17
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16010
GENERAL PROVISIONS
PART 3 - PERFORMANCE OF WORK (continued)
D. The Contractor shall secure all permits and certificates of inspection incidental to this
work, required by the foregoing authorities. All such certificates shall be delivered to
the Owner in duplicate, before final payment on contract will be allowed. The
Contractor shall pay all fees, charges and other expenses in connection therewith.
3.03 MATERIALS AND WORK
A. All work shall be installed in a practical and professional manner by competent workers
skilled in their branch of the trade.
B. Unless otherwise specified or indicated on the drawings, all materials shall be new and
free from defects and shall be the best of their several kinds.
C. Install equipment and material in a neat and professional manner and align, level and
adjust for satisfactory operation. Install equipment so that all parts are easily accessible
for inspection, operation, maintenance and repair.
D. Where marring or disfigurement has occurred, replace or refinish the damaged surfaces
as directed and to the satisfaction of the Owner.
E. Provide the design, fabrication and erection of supplementary structural framing required
for attachment of hangers or other devices supporting electrical equipment.
F. Provide framing members of standard rolled steel shapes, A-36 steel. Provide members
welded to structural members equal to the specification for the main structural member.
Provide "simple beam" type framing with end connections welded or bolted for shear
loads. Use cantilevers only when detailed or specifically approved by the
Architect/Engineer. The Architect/Engineer approval is required for location of
supplementary framing. Use only certified welders.
G. Furnish all labor, material, services, and skilled supervision necessary for the
construction, erection installation, connections, testing and adjustment of all circuits and
electrical equipment specified herein, or shown or noted on the drawings.
H. Handle and store materials and equipment furnished by others on field storage area until
the time of permanent placement:
J. Provide field make-up and internal wiring necessary for tlleir intended operation.
2. Mount in place and provide supporting members and fastening necessary for
their specific load.
3.
Examine all items for all damages during delivery for claims for repairing and/or
replacing same.
16010 - 18
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16010
GENERAL PROVISIONS
PART 3 - PERFORMANCE OF WORK (continued)
1. Foundations for electrical apparatus and equipment furnished by the electrical contractor
will be furnished by the electrical contractor, unless otherwise noted or detailed.
J. All material and equipment shall meet or exceed standards specified by UL, NEMA,
ANSI and IEEE wherever such standards have been established.
K. From time to time during the operation and at the completion thereof, this Contractor
shall remove all debris and excess materials caused by this work and shall leave the area
of the operation broom clean.
L. All electrical equipment and material shall bear the Underwriter's Laboratories label.
3.04 DESCRIPTION OF BUILDING
A. The building will be one (I) story. Floor will be poured concrete slab. For details of
construction, refer to architectural plans and details.
3.05 DRAWINGS
A. The drawings, as prepared, are diagrammatic, but shall be followed as closely as actual
operation of building and work of other trades will permit. All changes form these
drawings, necessary to make the work conform to the buildings as constructed, and to fit
the work of other trades or to conform to the rules and regulations of the State, City or
Municipal bodies having jurisdiction, shall be made by this Contractor, at the
Contractor's expense.
3.06 CUTTING AND PATCHING
A. Electrical Contractor shall cooperate with and arrange with Owner for location of
openings in any part of the structure which may be necessary for the bringing in of the
electrical services, conduits or feeders.
B. Obtain written permission of the Architect/Engineer before cutting or piecing structural
members.
C. Use craftspeople skilled in their respective trades for cutting, fitting, repairing, patching
of plaster and finishing of materials including carpentry work, metal work or concrete
work required for this work. Do not weaken walls, partitions or fIoors with cutting.
Holes required to be cut in fIoors must be drilled without excessive breaking out around
the holes. Patching and/or refinishing will be determined by the Owner.
D. Sleeves shall be installed flush with finished walls, finish ceilings or finished fIoors,
sized to accommodate the raceway, unless otherwise specified.
E. Roof penetration and repairing shall be done by others.
16010 - 19
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16010
GENERAL PROVISIONS
PART 3 - PERFORMANCE OF WORK (continued)
F. Provide watertight conduit openings through floor slabs, masonry walls and continuous
partitions. Tightly caulk space between conduit and building materials with non-
fIammable sealant.
G. Seal equipment or components exposed to the weather and make watertight and insect
proof. Protect equipment outlet and conduit openings with temporary plugs or caps at all
times that work is not in progress.
3.07 MOVING OF EQUIPMENT
A. The Electrical Contractor shall investigate each space through which equipment must be
moved. If necessary, equipment shall be shipped from manufacturer in crated sections
of size suitable for moving through restricted spaces.
3.08 STRUCTURAL INTERFERENCES
A. Should any structural interference prevent the installation of the outlets, setting of
cabinets, running of conduits, etc. at point shown on drawings, the necessary minor
deviations as determined by the Project Manager may be permitted.
B. Minor changes shall be made in the position of outlets or equipment without additional
charge if such change is made before outlet or equipment is in place.
C.
Before installing any of this work, this Contractor shall see that it does not interfere with
clearances for the erection of finish beams, columns, pilasters, walls and other structural
or architectural members as shown on the architectural drawings. If any work is so
installed and it later develops that the architectural design cannot be followed, this
Contractor shall, at own expense, make such changes in this work as the
Architect/Engineer may direct to permit the completion of the architectural work in
accordance with the drawings and specifications.
D. It shall be the duty of this Contractor to report any interference between this work and
that of any other Contractor to the General Contractor as soon as they are discovered.
The General Contractor will determine which equipment shall be relocated regardless of
which was first installed, and that decision shall be final.
3.09 FIELD CHANGES
A.
Should any change in drawings or specifications be required to comply with local
regulations and/or field conditions, the Electrical Contractor, through the General
Contractor, shall refer same to the Architect/Engineer for approval before any work
which deviates from the original requirement of the drawings and Specifications is
started at the site. In the event of disagreement as to the necessity of such changes, the
decision of the Architect/Engineer will be final.
16010 - 20
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16010
GENERAL PROVISIONS
PART 3 - PERFORMANCE OF WORK (continued)
3.10 AS BUILT DRAWINGS
A. The Electrical Contractor shall provide and keep up to date a complete "as-built" set of
drawings in a CAD data base, compatible with AutoCAD R14. This data base shall be
kept up to date daily to show every change from the original drawings and specifications,
the size of equipment, circuiting, locations, etc. At the completion ofthe project, this set
of files and a hard copy of each shall be delivered to the Architect/Engineer.
B. The Contractor shall keep an accurate record of "As-Built" conditions to record any
variations form Working, Engineering, or Shop Drawings, with particular reference to
work which will be subsequently concealed. Upon completion of the work, the
Contractor shall deliver to the Owner hard copy drawings and an AutoCAD RI4
compatible data base. Drawings reflecting such variations. These Drawings are in
addition to any "As-Built" or "Record" Drawings that may be required of other
Subcontractors under various trade sections.
C. Keep one (1) set of working drawings and shop drawings at the job site for sole purpose
of recording all changes made during construction. After completion of the work and
before requesting final payment, the above mentioned drawings shall be delivered to the
Owner.
D. Mount full size print of store electrical system one line on inside wall of main
switchboard room.
3.11 SUPPORTS
A. This Contractor shall provide miscellaneous iron, rods, supports or hangers required to
install or mount any electrical equipment called for on the plans, in these specifications
or as necessary to provide a complete working electrical system. Conduit, fixtures, or
any other electrical devices shall not be supported from steel deck.
B. The Electrical Contractor shall erect all structural steel required for the proper support of
equipment requiring same. Shop drawings shall be submitted for all structural steel
required under this contract. All supports, brackets, and clamps, and other items
specified herein shall be installed in strict accordance with the best practices of the trade
and recognized code:
I. Materials: Structural steel members required under this part shall conform to
ASTM Standard Specification A-36. Other materials shall be as specified
thereinafter.
2. Priming: All steel and iron work shall be primed with Rust-Oleum 769 or
approved equal. Before priming, all metal shall be thoroughly cleaned free from
scale, rust, and dirt.
16010 - 21
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16010
GENERAL PROVISIONS
PART 3 - PERFORMANCE OF WORK (continued)
3. Anchors: The Contractor shall provide all anchors, bolts, screws, dowels and
connecting members, and do all cutting and fitting necessary to secure the work
to adjoining construction. Build in connecting members to masonry, concrete,
and structural steel as the work progresses.
4. Supports and Brackets: Shall be neatly constructed or structural shapes to
adequately support the equipment intended. All supports must be approved prior
to installation. Attention is directed to the proper rigid support required for
conduit. Field conditions will regulate the type of support required.
5. All fastenings, supports, hangers, clamps, and anchors shall be of the type made
for the specific purpose for which they are to be used. Toggle bolts or machine
bolt fastenings shall be used for hollow tile, terra cotta, or lath construction.
Machine screws shall be used for structural steel fastening. Metallic (lead)
expansion shield and machine screws shall be used for solid masonry fastening.
Lag screws or bolts shall be used for wood fastening. All conduit shall be
rigidly and firmly installed to prevent swaying, vibrating, or sagging by
malleable steel hangers of standard design, pipe clamps, or fabricated supports
of approved design. Perforated strap iron hangers are not permitted. Trapeze
type hangers may be used where conduit is run in parallel groups.
3.12 OUTLET INSTALLATION
A. Center all outlet boxes with regard to paneling, furring, and trim. Repair or replace
damaged finishes. Set outlet boxes plumb and extend to the finished surface of the wall,
ceiling, or floor without projecting beyond same.
B. Install symmetrically all receptacles, switches, and devices shown and where necessary
set the long dimension of the plate horizontal or ganged in tandem.
C. More than one device in same location to be grouped under common (multi-toggle)
plate.
D. Unless otherwise mentioned or indicated, mounting heights of outlets are shown on the
drawings or in the specifications. All dimensions given shall be considered to be from
center of outlet to finished floor.
E. It will be the sole responsibility of the Electrical Contractor to properly rough-in for the
electrical conduit, wiring, and equipment under this contract and any cost involved in the
relocation of the above will be the entire responsibility of the Contractor. No additional
cost will be paid for any relocation of electrical rough-in.
3.13
SPECIAL REQUIREMENTS
A. Locate switches, receptacles and pull boxes to provide easy access for operation, repair
and maintenance, and, if concealed, provide access doors.
16010 - 22
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16010
GENERAL PROVISIONS
PART 3 - PERFORMANCE OF WORK (con/inued)
B. Install floor-mounted equipment on four (4) inches concrete housekeeping pad as
specified in appropriate sections of this specification.
C. Provide Belleville washers on all bolted connections. Split ring washers are not
acceptable.
D. Take such precautions as necessary to properly protect all apparatus, fixtures, appliances,
material, equipment and installations from damage of any kind. The Owner may reject
any particular piece or pieces of material, apparatus or equipment scratched, dented or
otherwise damaged.
E.
Prepare all fittings, boxes, supports and panelboards exposed for painting by removing
all oil, grease and dirt. Employ the necessary precautionary methods to prevent
scratching or defacing of all electrical apparatus and devices.
F. Exposed conduit installed after room has been painted shall be painted to match room
finish by this Contractor.
G. Provide hot dip galvanized components for ferrous materials exposed to the weather.
H. The use of roof deck for support of lighting fixtures, conduit, raceways, and other
electrical equipment is not permitted. Provide beam clamps, hanger rods, conduit and
pipe hangers/supports and straps.
3.14 LABELING AND NAMEPLATES
A. Provide temporary identification of electrical equipment at time of installation.,
B. Permanently label panel boards, time switches and safety switches, etc. indicating
equipment or panels and areas which they serve.
C. Lighting and appliance panels shall be labeled as shown on drawings.
D. Electrical Contractor shall furnish and install identification for starters, pull boxes and
junction boxes furnished by him.
E. Identify as to use on face of equipment by means of a minimum one (1) inch by three (3)
inches laminated black and white phenolic label with 3/8 inch letters engraved through
black to white.
F. The following equipment shall be labeled:
1.
Switchboards.
2. Panelboards.
16010 - 23
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16010
GENERAL PROVISIONS
PART 3 - PERFORMANCE OF WORK (continued)
3. Transformers.
4. Disconnect Switches.
5. Telephone Cabinets and/or Terminal Boards.
6. Emergency System Equipment.
7. Lighting Control Relay Panels.
8. Time Switches.
G. Do not use abbreviated terms for identification. Spell out in full the proper name and
number of each identified equipment, i.e. PANEL-LP A-I, AIR HANDLING
UNIT - AH 5.
H. Equip all electric switchboard rooms, electric panel rooms, electric closets, electric panel
area, emergency generator room, and telephone equipment room or area, with "Red on
White" signs reading "ELECTRICAL EQUIPMENT ROOM - NO STORAGE
PERMITTED - KEEP OUT'. Sign shall be mounted on the entry door or wall mounted
where equipment is located in an area instead of a room.
3.15 TESTS AND INSPECTIONS
A. When any work is being performed away from the premises, the Contractor shall notify
the Architect/Engineer within a reasonable time where such work is being done and
when it will be ready for inspection, so that the Architect/Engineer may inspect the same
from time to time before delivery.
B. If the specifications, or any law, ordinance or public authority requires any work to be
specially tested or approved, the Contractor shall give the Owner's Representative timely
notice of its readiness for inspection and, if the inspection is by an authority other than
the Owner's Representative, of the date fixed for such inspection. Inspections by the
Owner's Representative shall be made where practicable, at the source of supply. If any
work is covered up without approval or consent of the Owner's Representative, it must, if
required, be uncovered for examination at the Contractor's expense. The Contractor
shall bear all charges for such tests and inspections.
C. THE FACT THAT THE OWNER'S REPRESENTATIVE HAS OBSERVED F AUL TY
WORK OR WORK NOT IN ACCORDANCE WITH DRA WINGS AND
SPECIFICATIONS DOES NOT RELIEVE THE CONTRACTOR OF LIABILITY FOR
THE PROPER CORRECTION OR WORK ACCORDING TO DRA WINGS AND
SPECIFICATIONS.
16010 - 24
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16010
GENERAL PROVISIONS
PART 3 - PERFORMANCE OF WORK (continued)
D. Electrical Contractor shall test all wiring and connections for continuity and grounds by
megger test. When the insulation resistance test shall indicate the possibility of faulty
insulation, the Contractor shall locate the points of such faulty insulation and shall pull
out the conductor at fault, replace same with new, and demonstrate, by further test the
elimination of such fault.
E. Record feeder load currents and line voltages measured at each panelboard. Adjust
single phase load connections to balance feeder loads. Provide the Owner with a
complete copy of all load an voltage records.
F. Perform all other tests deemed necessary to establish full conformance with the
specifications, their intent, drawings and suitable operation of each system.
G. Tests shall be conducted under the supervision of the ArchitectlEngineer's representative
and be arranged to suit their convenience.
H. All provisions for assistance shall be included for the purpose ofthe electrical equipment
installation inspection by the Architect/Engineer. representative.
I. Before application for final acceptance will be considered, all prescribed tests shall be
performed and statement to that effect be submitted, signed by the part responsible for
conducting such test and the party responsible witnessing same.
J. Correct promptly all defects and deficiencies discovered in any of the electrical work
during testing, and demonstrate compliance to this effect.
3.16 NOISE LIMITATION
A. Perform all work to assure minimal noise produced by the electrical equipment and
installation.
B. Check and tighten all plates, covers, doors, and trims used in conjunction with electrical
equipment.
C. Remove and replace any device or equipment which is found to emit noise level higher
than industry standards. Perform all work in accordance with the field instructions
issued by the Architect/Engineer to alleviate such conditions.
D. All overcurrent devices shall be labeled to accommodate 75 degree C insulated
conductors. labels shall appear on the overcurrent devices as well as on the enclosures.
E. All equipment requiring tightening and all device, lug and connector terminals shall be
tightened to the manufacturer's prescribed torque value.
16010 - 2S
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16010
GENERAL PROVISIONS
PART 3 - PERFORMANCE OF WORK (continued)
3.17 OPERATING INSTRUCTIONS
A. Included in the electrical work are the issuing of operating instructions for all equipment
requiring services.
B. Provide qualified personnel for demonstration purposes, the date to be convenient to
Architect/Engineer's.
C. Provide three (3) copies of all pertinent operating and maintenance instructions in 3-hole
binder manual.
D. Provide the name, address, and telephone number of the manufacturer's local service
representative of each item of equipment included in the above requirements.
E. Provide assistance by qualified field personnel for aiding and helping the demonstration
personnel.
3.18 STANDBY MAINTENANCE
A. Provide an Electrical Contractor's representative for standby maintenance and repair at
the facility on opening day (as established by the Owner's Representative). Electrical
Contractor's representative shall be a fully competent journeyman electrician and shall
be on duty for a minimum of eight (8) hours.
PART 4 - WARRANTY, GUARANTEE, AND FINAL ACCEPTANCE
4.01 FINAL ACCEPTANCE
A. All materials, equipment, and appurtenances of any kind, shown on the drawings,
specified or required for the completion of the work in accordance with the intent of
these specifications, shall be completely satisfactory and acceptable in operation,
performance and capacity. No approval either written or verbal of any drawings,
descriptive data or samples of material, equipment and/or appurtenance shall relieve the
Electrical Contractor of responsibility to turn over the same to the Owner in perfect
working order at the completion ofthe work:
1. All materials, equipment and appurtenances of any kind, shown on the drawings,
hereinafter specified or required for the completion of the work in accordance
with the intent of these specifications, shall be completely satisfactory and
acceptable in operation, performance and capacity. No approval either written
or verbal of any drawings, shall relieve the Electrical Contractor of
responsibility to turn over the same to the Owner in perfect working order at the
completion of the work.
16010 - 26
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16010
GENERAL PROVISIONS
PART 4 - WARRANTY, GUARANTEE, AND FINAL ACCEPTANCE (continued)
2. Any material, equipment of appurtenances, the operation, capacity, or
performance of which does not comply with the drawings and/or specification
requirements, or which is damaged prior to acceptance by the Owner, will be
held to be defective material and shall be removed and replaced with proper and
acceptable materials, equipment and/or appurtenances, or put in proper and
acceptable working order, satisfactory to the Architect/Engineer and Owner,
without additional cost to the Owner.
3. All connections at panels and switches and all splices must be made, all fuses
shall be in place, and all circuits continuous from point of service connection to
switches, receptacles and outlets, at the time of final inspection.
4. At the end ofthe project, the Contractor shall clean all equipment, including
light fixtures to the satisfaction of the Owner and Architect/Engineer. All dust,
dirt, debris, and foreign matter shall be removed from all equipment and all
electrical items shall be left in first class manner.
5. At the completion of the work, all parts of the electrical system shall be tested
for grounds and other defects and all parts shall be properly adjusted and left in
proper operating condition.
6. All overload devices including the overload trip coils of the starters and
auxiliaries shall be adjusted for the load controlled and ambient temperature of
the overload location, not the motor areas.
B. A semi-final inspection will be made near the completion of the work after beneficial
occupancy, and prior to the official store opening, at which time all work must be
substantially complete. This inspection will be considered as initial acceptance of the
installations:
1. The Electrical Contractor shall be present during both semi-final and final
inspections.
C. Any work found to be incomplete or unacceptable as a result of this inspection will be
reported to the Contractor, in writing, for corrective action. All work in question must
be corrected or completed before final acceptance.
D. After initial acceptance, the Contractor shall arrange for the owner's maintenance
personnel to be instructed in the routine care and operation of the various systems and
equipment. The Contractor shall coordinate and schedule the necessary training
sessions with the owner's representative.
E.
On opening day during regular business hours, the Contractor shall ensure that
mechanics are present to make any necessary repairs or adjustments. These mechanics
shall have been involved with the actual installation work during construction and thus
be thoroughly familiar with the maintenance and operation ofthe equipment.
16010 - 27
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16010
GENERAL PROVISIONS
PART 4 - WARRANTY, GUARANTEE, AND FINAL ACCEPTANCE (continued)
F. Thirty days after the store opening, and after all systems have been put into operation, a
final inspection and review of the project will be made. Final acceptance of the work
will be contingent on the results of this inspection. Arrangements for this inspection
shall be made with the store personnel through the owner's representatives. The
following shall also be performed:
I. All electrical joints, field or factory, shall be checked for tension and re-
tightened.
2. All excessive noise producing equipment shall be checked for cause and
corrected if it is electrically produced.
s
~.'
3.
Check the electrical installation visually for any missing or broken component
and replace same.
G. The date of final acceptance is the date upon which the Owner determines that (I) all
items of work previously listed as unacceptable or incomplete at the time of initial
acceptance have been corrected or completed, (2) the work has been tested with
satisfactory results, (3) general cleanup operations have been accomplished, and (4) the
work is generally acceptable in its entirety.
H. The Architect/Engineer shall be furnished with three copies each of a completely
indexed maintenance file before the date of final acceptance. The file shall be bound in
hard-back binders, clearly showing name of project and construction date. Each and
every product and item of equipment must be included, along with all information
needed to operate, adjust, and repair, and to secure replacement parts in the future.
Product miscellany shall be neatly packaged as an adjunct to this file:
1. Information for each item in the file shall include (1) name and where used on
the job, (2) manufacturer and address, (3) supplier or distributor, and address, (4)
make, model or catalog.
2. This document shall contain all information and instructions necessary for
operating, maintaining and servicing the basic electrical system as well as its
component parts.
3. Copes of any warranties for individual items or equipment shall also be a part of
this document.
I. All tests results shall be submitted and made part of the final acceptance.
J. All certificate required by governing authorities shall be submitted with no reservations
attached.
16010 - 28
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16010
GENERAL PROVISIONS
PART 4 - WARRANTY, GUARANTEE, AND FINAL ACCEPTANCE (continued)
4.02 GUARANTEE
A. The General Contractor and Owner shall be free ofliability and insurance for this trade
or other trades related to this project.
B. All labor and material furnished under these contracts shall be unconditionally
guaranteed from all defects for a period of one (I) year. if any such defects should occur
during the guarantee period, it shall be rectified at no cost to the General Contractor or
Owner regardless if the defect is corrected beyond the guarantee period.
C. The guarantee period for the electrical installation in general, shall commence on the
date of final acceptance and extend for one year except where a longer warranty period is
specifically required from the Contractor, and/or certain manufacturers. This implicit
one-year period may be referred to hereinafter as the "General Warranty".
D. During this year, and for anv longer warranty period where the electrical Contractor is
held accountable, the Electrical Contractor shall be responsible for the electrical work as
described above:
I. Note that manufacturers of certain materials and equipment may stipulate that
their individual guarantees are valid only for a period of one (1) year frorn the
date of shipment or installation. In such cases, the general warranty shall be
expanded as necessary to ensure that materials, work, and/or labor coverage
continues uninterrupted for the time remaining between the individual warranty
expiration and the end of the general warranty period.
E. Prior to the end of this year, a follow-up inspection will be made, and items under the
one-year warranty will be noted which remain incomplete, which are not functioning, or
which are otherwise unacceptable. (Items under extended warranties will be similarly
inspected toward the end of their respective coverage periods).
F. Upon satisfactory completion, restoration and/or repair ofthe items in question, the
Electrical Contractor will be released from further obligation, and the installation
accepted unconditionally except for those items under extended warranties.
G. All work shall be subject to inspection and approval by the Owner and General
Contractor and no work shall be covered until it has been approved.
16010 - 29
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16010
GENERAL PROVISIONS
PART 4 - WARRANTY, GUARANTEE, AND FINAL ACCEPTANCE (continued)
4.03 WARRANTY AND LIABILITY
A. The Contractor shall give efficient supervision to the work, using the best skill and
attention. The Contractor shall deliver to the Owner, before final payment is made by
Owner to Contractor, a written Warranty from the Contractor, in the form provided by or
acceptable to the Owner, that all labor and materials furnished and work performed by
the Contractor are in accordance with the requirements of the plans and specifications.
Further, should any defect develop during the Warranty period, as hereinafter defined,
due to improper materials, workmanship or arrangements, the same shall, upon written
notice, be made good by the Contractor without expense to Owner, and that any other
work affected in correcting such defects shall also be made good.
B.
The Warranty period shall be for one (I) year from date of store opening or date of final
acceptance by the Owner, whichever is later, unless a different period of time is
expressly stated under any trade section of the Specifications.
C. The Contractor's Warranty shall cover all work under Contract, whether or not any
portion of trade has been sublet. In the event any portion of the work is performed by
Subcontractors under the Contract, the Contractor shall obtain from such Subcontractors
their written Warranty, in the form provided by or acceptable to the Owner, covering
their respective portions of the work for the periods specified, and the Contractor shall
then deliver these to the Owner together with the Contractor's Warranty.
D. The written Warranty by the Contractor is in addition to any guarantees, bonds or other
stipulations required of Subcontractors under the various trade sections.
E. The General Contractor and Owner shall be free of liability and insurance for this trade
or other trades related to this project.
F. All labor and material furnished under these contracts shall be unconditionally
guaranteed from all defects for a period of one (I) year. If any such defects should occur
during the guarantee period, it shall be rectified at no cost to the General Contractor or
Owner regardless if the defect is corrected beyond the guarantee period.
G. The above mentioned guarantee period shall commence on the date specified on the
certificates of final inspection. The said certificate will not in any way determine
acceptance of the project as per plans and specifications. Mutual agreement between
General Contractor and/or Owner and Electrical Contractor shall conclude contract.
H. All work shall be subject to inspection and approval by the Owner and General
Contractor and no work shall be covered until it has been approved.
1. The Electrical Contractor shall execute a warranty form:
1. Warranty shall be for a minimum of one (I) year unless otherwise indicated in
other sections of the Specifications.
16010 - 30
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16010
GENERAL PROVISIONS
PART 4 - WARRANTY, GUARANTEE, AND FINAL ACCEPTANCE (continued)
2. The complete warranty form and two (2) copies signed by the Contractor shall
be forwarded by the Contractor to the Owner.
3. All warranties are to be executed on contractor's letterhead, unless otherwise
noted.
16010 - 31
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16010
GENERAL PROVISIONS
(CONTRACTOR'S LETTERHEAD)
WARRANTY FOR
We hereby warrant that the
which we installed at the
has been done in strict accordance with the drawings and specifications and that the work installed will
fulfill the requirements of those specifications. We agree to repair or replace or cause to be repaired or
replaced any or all of work which may proved to be defective in work or materials, together with any
adjacent work which requires repair or replacement because of our defective work, within a period of
years from date of store opening or date of final acceptance by the Owner, whichever is later,
ordinary wear and tear and unusual abuse or neglect excepted.
If we fail to commence to comply with the above paragraph within 10 days after receipt of written notice
from the Owner to do so or fail to pursue such compliance with diligence, we, jointly, and severally, do
hereby authorize the Owner to proceed to have the defects repaired and made good at our sole expense,
and we will honor and pay the costs and charges for it together with interest at the maximum rate
permitted by law upon demand. If we fail to fulfill the preceding obligations, and if the Owner brings an
action to enforce this warranty, we agree to pay the Owner reasonable attorney's fees incurred in
connection therewith.
Signed:
Contractor
END OF SECTION
16010 - 32
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16050
BASIC MATERIALS AND METHODS
Issued Final JAN 1 0 Z~~;f
SECTION 16050
BASIC MATERIALS AND METHODS
PART 1- GENERAL
1.0 I GENERAL PROVISIONS
A. All materials and equipment furnished shall be new, of the best quality and conditions,
the product of specified manufacturers, and subject to the approval of the
ArchitectlEngineer.
B. All materials and equipment provided for the same general purpose shall be of the same
type and manufacturer.
C. Materials and equipment shall be furnished in ample quantities and at such times as to
insure uninterrupted progress of the work, and the Electrical Contractor shall provide for
the storage, safety and good condition of his material until final acceptance of the work.
D. Wire and cable sizes are: A.W.G. (American Wire Gage).
E. Sheet Metal sizes are: U.S.S.G. (United States Standard Gage)
F. All Electrical work shall be executed in a neat and orderly manner. It shall be the
responsibility of the Electrical Contractor to provide qualified mechanics for each type
of work required. If the work and installation is done in a careless manner, it will be
rejected. In all cases where quality of the installation is in question, the decision of the
Architect/Engineer will be final. All work rejected will be replaced and/or repaired at
the expense of the Electrical Contractor.
G. Submit printed manufacturer's literature, data sheets and/or catalog cuts for all items
which are pre-fabricated and will be provided as part of the work ofthis section. Submit
shop drawings for installation where specified.
PART 2 - PRODUCTS
"Not Used"
PART 3 - EXECUTION
3.01 CUTTING AND PATCHING
A. All openings required in the building construction for electrical work will be made by
the Electrical Contractor.
16050 - 1
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16050
BASIC MATERIALS AND METHODS
PART 3 - EXECUTION (continued)
B. All cutting, drilling and patching of masonry, steel or iron work belonging to the
building must be done by this Contractor in order that his work may be properly
installed, and all disturbed constructions or finish must be made good.
C. 1 n general, cutting through floors, walls, and partitions is to be avoided and only where
absolutely necessary will same be permitted. When this is necessary, same shall be done
by this Contractor in a careful manner and the openings filled about the conduits.
D. Any cutting or patching made necessary due to the neglect of the Electrical Contractor to
properly anticipate this requirement shall be done by the party originally providing the
work to be cut or patched, and the expense thereof shall be borne by the Electrical
Contractor. The ArchitectlEngineer shall be the sole judge ofthe adequacy ofthe
anticipation of such requirements.
E. No cutting into the structural parts of the building shall be done without the express prior
approval of the Architect/Engineer.
3.02 EXCAVATION AND BACKFILL
A. Excavate and backfill for electrical work inside building also compact fill, and restore
surfaces.
B. Excavate trenches for underground conduit to required depths. Properly support banks
of excavations and maintain necessary guards.
C. Surplus excavated materials suitable for fill or backfill may be disposed of on site as
directed. Remove unsuitable surplus excavated materials from site.
3.03 SCAFFOLDING AND STAGING
A. All scaffolding, staging, ladders, tools and other appliances required for the electrical
work shall be furnished by the Electrical Contractor.
3.04 PAINTING
A. Panel, splice and pull boxes: Galvanized steel, after fabrication clean thoroughly and
paint with two coats of gray lacquer.
B. Outlet boxes, junction boxes, conduit hangers, rods, inserts and supports: Hot dipped
galvanized or dipped in zinc chromate.
C. Marred surfaces of installed steel equipment and raceways: Clean, paint with red lead or
zinc chromate and finish to match surrounding equipment or raceways.
END OF SECTION
16050 - 2
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16110
RACEWAYS
Issued Final
JAN 1 0 ZOOl
SECTION 16110
RACEWAYS
PART 1 - GENERAL
1.01 SCOPE
A. This section covers enclosed one or two piece channels designed for holding wires,
cables or bus bars, excluding conduit raceways which are specified in Section 16111.
B. Raceways and materials shall meet all applicable requirements of Sections 16010 and
16050.
C. All raceways and materials shall meet herein and/or as indicated on the drawings.
D. All screws necessary to be installed towards the inside of all raceway types shall be
protected by spring nuts or otherwise guarded to prevent possible damage to conductor
insulations and prevent possible shorting of conductor.
1.02 TROUGHS AND GUTTERS
A.
Troughs are manufactured metal raceways not exceeding 10 feet in length, installed in
horizontal position and are used for ganging meters, disconnects, panels, and enclosed
circuit breakers.
I . Troughs installed in dry locations shall be constructed of minimum 16 gauge
epoxy painted steel up to six (6) inches by six (6) inches size and minimum 14
gauge epoxy painted steel up to 12 inches by 12 inches in size.
2. Troughs for installation in dry locations shall have hinged or screw type covers
constructed of epoxy painted steel of the same gauge as the channel.
3. All troughs shall be provided with end plates constructed of epoxy painted steel
of the same gauge as the channel.
4. Troughs, covers and end plates installed in wet or damp locations shall be
constructed of galvanized epoxy painted steel of the minimum gauges as
specified for dry location troughs.
5. Troughs for wet locations shall have one piece channels with top of channel
designed to provide drip edge for cover and end plates or shall be provided with
gasketed cover and end plates.
16110 - 1
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16110
RACEWAYS
PART 1 - GENERAL (continued)
6. Troughs for installation in wet locations shall not be provided with prepunched
knockouts in the top of the channel. All necessary openings in the top ofthe
channel shall be field or factory made and provided with a non-welded, threaded
and gasketed hub equal to Meyers "Scru-tite" hubs. Gasketed hubs that are
installed with bolts or screws are not acceptable. Hubs shall be caulked with
G.E. Silicone Caulking completely around the exterior hub perimeter at the
connection to the trough. All conduits connecting to these hubs shall be caulked
as described above.
7. All fastening hardware for troughs in wet or damp locations shall be # 18-8
stainless steel.
B. Gutters are manufactured metal raceways installed adjacent to panelboards,
switchboards, distribution centers, metering equipment that do not extend more than 30
feet from the equipment and are used for supplementing the wiring space for the
equipment served.
1. Gutters installed in dry locations shall be constructed of minimum 16 gauge
epoxy painted steel up to six (6) inches by six (6) inches in size, minimum 14
gauge epoxy painted steel up to 12 inches by 12 inches in size and 123 gauge
epoxy painted steel when larger than 12 inches by 12 inches in size.
2. Gutters installed in dry locations shall have hinged or screw type covers
constructed of epoxy painted steel of the same gauge as the channel.
3. All gutters shall be provided with end plates constructed of epoxy painted steel
of the same gauge as the channel.
5. Where gutters are used for supplementing branch circuit wiring, the number of
conductors, including all neutrals shall not exceed thirty. All branch circuit
conductors within the gutters shall be identified by their circuit numbers using
cloth wire markers as manufactured by Panduit, Thomas and Betts, Brady or
approved equal.
6. All gutters, covers and end plates installed in wet or damp locations shall be
constructed of galvanized epoxy painted steel of the minimum gauge as
specified for gutters in dry locations.
7. Gutters installed in wet locations shall have gasketed connections where channel
sections and covers are connected or overlap.
8. Gutters installed in wet locations shall have top of channel designed to provide
drip edge for cover and end plates or shall be provided with gasketed covers and
end plates. All fastening hardware shall be #18-8 stainless steel.
16110 - 2
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16110
RACEWAYS
PART 1 - GENERAL (continued)
1.03 UNDERFLOOR RACEWAYS
A. Underfloor raceways, cellular metal floor raceways, and cellular concrete floor raceways
shall not be used on this job.
1.04 WIREW A YS
A. Wireways are sheet-metal channels with hinged or removable screw covers for housing
and protecting electric wires and cables and in which conductors are laid in place after
wireway has been installed:
1. Wireways shall be permitted when indicated on the drawings, for exposed
installations only.
2. Wireway construction shall be as specified for gutters.
3. Wireways shall be as manufactured by Square D, Hoffman, Keystone, Boss, and
Parks.
1.05 FLAT CABLE ASSEMBLIES
~'
A.
Flat cable assemblies are assemblies of parallel conductors formed integrally with
insulating material webs specifically designed for field installation in surface metal
raceways:
I. Flat cable assemblies shall not be used on this job.
1.06 BUSW A YS
A. Busways are metal enclosures containing factory mounted, bare or insulated conductors
of copper or aluminum bars, rods or tubes:
1. Busways shall not be used on this job.
1.07 CABLEBUS
A. Cablebus is a manufactured assembly or insulated conductors evenly spaced and secured
in insulated conductor support blocks, provided with conductor terminators and
completely enclosed in a ventilated protective metal housing:
I. Cablebus shall not be used on this job.
16110 - 3
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16110
RACEWAYS
PART 2 - EXECUTION
2.01 INSTALLATION
A. All raceways shall be installed in a neat and quality workmanship manner.
B. Unless indicated otherwise on the drawings, all horizontal runs shall be installed level
and parallel or perpendicular to the structural steel.
c.
Unless indicated otherwise on the drawings, all vertical runs shall be installed plumb and
parallel with building walls. Provide conductor support at the top or as near to the top as
possible for all conductors installed in vertical raceways or vertical sections of raceways
that exceed 10 feet. Thereafter, conductor support shall be provided in accordance with
Article 300-19 of the N.E.C. Conductor support shall also provide protection against
damaging the conductor insulation from abrasion at intersections of vertical raceway
sections with horizontal raceway sections. Where the conductor support does not
provide this protection or where the vertical raceway is 10 feet or less, provide vinyl
plastic edge protectors, similar to globe-strut type DSF, on all sharp edges at the
intersection or install Scotch No. 2200 Vinyl Mastic pads over edges and corners.
D. Raceways shall be completely installed before installing conductors.
E. Raceways shall be supported at each joint, and no further than 10 feet on center.
Raceways shorter than 10 feet shall be supported five (5) feet on center. Raceways shall
be supported directly form the building structure utilizing a metal strut channel support
system or attached directly to the building in accordance with section 16190 ofthese
specifications.
F.
Raceways that cross building expansion joints or control joints will be provided with
expansion fittings or shall be installed with provisions to adequately compensate for
expansion and contraction.
G. Raceway sections shall be mechanically connected together and securely connected to
other metal raceways, conduits, junction boxes, fittings, cabinets, etc. to insure the
raceway is electrically and mechanically continuous providing an effective and low
impedance path to ground. Bond any sections that may be questionable.
END OF SECTION
16110 - 4
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16111
CONDUITS
I dF. I JAN 1 0 20m
ssue zna
SECTION 16111
CONDUITS
PART 1 - GENERAL
1.01 SCOPE
A. This section covers conduit raceways, including galvanized heavy wall steel conduits
(G.R.M.C.), polyvinyl chloride conduits (p.v.c.), electrical metallic tubing (E.M.T.),
flexible steel conduit (flex) and type MC cable.
B. Conduit and materials shall meet all applicable requirements of Sections 16010, 16050
and 16120 (MC cable).
C. All conduits shall be as specified and/or as indicated on the drawings.
1.02 MATERIAL
A. All conduit shall be in 10 foot lengths and each 10 foot lengths shall contain the
Underwriter's label showing the conduit has been manufactured for that purpose.
Conduit shall be sized as required by the latest National or Local Code applicable for
equivalent number ofTHW conductors. The type to be used and their installation shall
be as follows:
1. Steel Conduit:
a. "Heavy Wall" Galvanized Rigid Metallic Conduit (G.R.M.C.) shall be
used in the floor slab for all feeders and for installation in concrete or in
wet locations, or where the raceway may be exposed to weather or
subject to mechanical injury. Wet locations shall include installation of
conduit in the earth or embedded in walls, ceilings or floors that are in
contact with the earth. Where conduit must be run in slag or corrosive
fill, it shall be painted with asphaltum paint and enclosed in three (3)
inch belt of concrete. Couplings shall be sealed with waterproof sealing
compound.
2. Rigid Steel Conduit (G.R.M.C.) - Full weight steel pipe of standard pipe
dimensions, threaded:
a. Rigid conduit shall conform in all respects with the American Standards
Association, Specification for Rigid Conduit.
b. Galvanized coatings shall be applied to both inside and outside surfaces,
including the threads.
16111 - 1
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16111
CONDUITS
PART 1 - GENERAL (contillued)
c. Conduit shall be threaded V. inch back from end of pipe so that no thread
will be exposed when installed in a coupling or fitting.
d. Hot dipped galvanized conduit wrapped with Plymouth Plywrap 20
#4621 pipe wrapping tape shall be used for underground direct burial.
Hot dipped galvanized conduit shall be used for underground, concrete
encased, or where exposed to weather.
3. Rigid metal conduit fittings for heavy wall conduit shall be of the threaded type.
Any other type of fitting shall be used when specific approval is given.
4. Electric Metallic Tubing (E.M.T.) - Threadless thin wall conduit galvanized or
zinc metalized (inside and outside), may be used for branch circuit conductors in
exposed dry locations, hung ceilings, hollow block walls, and in furred spaces.
5. "Thin Wall" Galvanized Electrical Metallic Tubing (E.M.T.) shall be used in
walls and ceilings, only approved set screw type couplings will be permitted.
6. E.M.T. connectors and couplings shall be set screw type made of steel as
manufactured by Thomas & Betts, Steel City or Appleton. Bends and offsets
shall be made with a hickey or power bender without kinking or destroying the
smooth bore of the conduit. Paralleled conduits shall run straight and true with
offsets uniform and symmetrical. Conduit terminals at boxes and cabinets shall
be rigidly secured with locknuts and bushings as required by the national
Electrical Code and local electrical code. Insulated bushings shall be used on
all conduit I" trade size and larger, and on all conduits where "THHN" or
"THWN" insulated conductors will be installed:
a. E.M.T. fittings shall be of the set screw type.
7. Armored cable (BX) or non-metallic sheathed cable (Romex) shall not be used.
Type MC cable is an approved alternate as specified in section 16120 of these
specifications.
8. No aluminum conduit shall be used.
9. Intermediate metal conduit (IMC) shall not be used.
10. Flexible Steel Conduit: Single strip, full weight type, minimum size y, inch,
except as noted, galvanized, maximum resistance of Armor 1.5 OHMS per 100
feet:
a. Flexible Steel Conduit shall be galvanized steel tape formed into an
industry standard interlocking coil as manufactured by Republic,
Anaconda, Triangle or approved equal. Continuous wire ground is
required.
16111 - 2
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16111
CONDUITS
PART 1 - GENERAL (continued)
b. Flexible metallic conduit fittings shall be specifically designed for use
with same and shall have smooth rounded ends for wire protection.
II. Where approved by Local and State Code Authorities, the Electrical Contractor
shall submit a separate price to be added to or deducted from the base bid for the
substitution of Polyvinyl Chloride Conduit (PVC) in lieu of heavy wall steel
conduit for the underground installation only. The price shall include furnishing
and installing PVC Conduits with the proper size equipment ground wires, for
the panel feeder conduits, branch circuit conduits and telephone conduits, under
the first floor slab:
a. Polyvinyl Chloride (PVC) Conduit shall be Schedule 40, 90DC, listed
(conforming to requirements of U.L. - 651), having tensile strength of
7,000 psi at 73.4 F., Flexural strength of 11,000 psi, and compressive
strength of 8,600 psi. Conduit shall be Carlon Type 40 - heavy wall
rigid PV -Duit or approved equal.
b. All joints shall be solvent welded in accordance with the
recommendations ofthe rnanufacturer.
12. Expansion Fittings:
a. Under floor, in floor, or in fill: Carlon Series #E945 or approved equal.
13. Metal Conduit Fittings shall be:
a. Sealing Gland Assembly: OZ Gedney, Type FSK.
b. Expansion Joints: OZ Gedney, Type AX or TX with bonding jumpers
and clamps.
c. Expansion and Deflection Fittings: OZ Gedney, Type DX.
d. Cast Metal Conduit Fittings: Crouse-Hinds, Condulets.
14. Minimum Conduit:
a. Under floor, in floor, in fill: % inch G.R.M.C. with % inch G.R.M.C.
extensions above grade.
b.
..
,~:
'. c.
d.
In walls and ceiling space: % inch E.M.T. (Unless indicated otherwise
on plans).
Exit light circuits: II, inch E.M.T.
Hazardous Locations: % inch G.R.M.C.
16111 - 3
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16111
CONDUITS
PART 1 - GENERAL (continued)
e. Home Runs: % inch E.M.T. or one (I) inch G.R.M.C.
f. Fire alarm and intrusion alarm systems: y, inch.
g. No conduits larger than four (4) inches shall be permitted.
15. Approved Manufacturers of Conduit are:
a. Rigid steel conduit shall be hot dipped galvanized heavy wall as
manufactured by Jones & Laughlin, Republic, Triangle or approved
equal.
b. Electric Metallic Tubing (E.M.T.) shall be zinc-coated thin wall as
manufactured by Republic, Triangle, Allied or approved equal.
c. Rigid polyvinyl chloride conduit (PVC) shall be heavy wall Schedule 40
as manufactured by Carlon Electric, Visqueen or approved equal.
d. Flexible steel conduit shall be as manufactured by Anaconda, Republic,
Triangle or approved equal.
PART 2 - EXECUTION
2.01 INSTALLATION
A. All conduits shall be installed in a neat and quality workmanship manner, shall be
pleasing in appearance and practical in application.
B. Unless indicated otherwise on the drawings, all horizontal conduit runs shall be installed
level and parallel or perpendicular to the structural steel.
C. Unless indicated otherwise on the drawings, all vertical conduit runs shall be installed
plumb and parallel with the building walls.
D. Conduits shall be completely installed, including all supports, bushings and required
hangers, before installing conductors.
E. Conduit shall be securely fastened in place at no more than 10 foot centers, and hangers,
supports or fastenings shall be provided at each condulet, elbow and at the end of each
straight run, terminating at a box or cabinet.
F. Horizontal and vertical conduit runs shall be supported by one-hole malleable straps, or
other approved metal device with suitable bolts, expansion shield or beam clamp for
mounting to building structure or special brackets. Conduit shall be supported from
structural steel or joist and independent of other piping. Do not support conduit from
metal roof deck.
16111- 4
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16111
CONDUITS
PART 2 - EXECUTION (continued)
G. Conduits in Concrete:
1. Conduits shall not be permitted in unreinforced concrete slabs on grade. All
conduits in these locations shall be installed in the base below such slabs unless
noted otherwise on the drawings.
2. Conduits in concrete shall be located below reinforcement material and shall not
displace structural steel. They shall be routed so they do not cause structural
weakness and shall have a minimum of two (2) inches separation from any
surface of the concrete.
3. Where extenuating conditions interfere with the routing of the conduits, the
Contractor shall notify the Architect/Engineer of the problem and shall route the
conduit in accordance with field instructions issued by the ArchitectlEngineer.
Extra compensation will not be permitted for this required rerouting.
4. Conduit stub-ups or sleeves through concrete slab shall be 12 inches high
galvanize heavy wall steel.
H. Expansion Fittings:
1. All conduit crossing building expansion joints and building control joints shall
be provided with expansion fittings located adjacent to the point of their crossing
such joints. Expansion fittings shall be of the same size as the conduit in which
they occur and shall be OZ Gedney (Type EX for rigid conduit and Type TX for
E.M.T. conduit) or approved equal. Conduits shall be solidly anchored within
24 inches of both ends of all expansion fittings, and jumpered with OZ Gedney
Type BJ bonding jumper:
a. In concrete slabs: Expansion fittings shall be OZ Gedney Type AX or
approved equal, with ground strap. OZ Gedney type AX with ground
strap shall also be used outside concrete slab, exposed, in hung ceilings,
in hollow blocks, in dry walls, and where noted. Flexible conduit where
expansion fitting is not practical. Wet or damp locations: Flexible
conduit with polyvinyl sheathing.
b. Outside concrete slabs where expansion fittings are not practical, use
flexible steel conduit where not exposed, in hung ceilings, in hollow
blocks, in dry walls, and where noted. Use liquid tight flexible conduit
(flexible steel conduit with polyvinyl sheathing in wet or damp
locations. Provide ground jumper where flexible steel conduit is used
for expansion purposes.
16111 - 5
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16111
CONDUITS
PART 2 - EXECUTION (continued)
I. Conduit requirements for all locations shall be as follows:
I. All conduit shall be run in or below floor slab, in walls or above ceiling. No
conduit shall be run exposed in finished areas. Home runs from floor boxes
shall be routed to nearest column to junction box in ceiling space and run
overhead to panel. All circuits feeding valance lighting shall be run overhead.
2. Conduit and E.M.T. shall be run concealed in all finished areas ofthe building
and may be run exposed in stockroom and unfinished areas. Conduit shall not be
run exposed on outside of exterior walls.
3. Exposed conduit and conduit in ceiling space shall be run straight and parallel or
perpendicular to the building structure. Type MC cable where exposed shall
pulled tight and not be draped between supports.
4. All exposed vertical feeder conduits in unfinished areas are to be installed
adjacent to permanent non-movable walls. The installation in any other location
is not permitted. (Moveable wall is defined as any non-masonry walL)
5. Conduit in furred columns shall be II/. inch maximum in size.
6. All conduits exposed to mechanical injury and in hazardous areas shall be
galvanized heavy wall steel conduit.
7. All conduits installed in hollow metal, stud and wallboard, any movable or semi-
permanent partition, shall originate from ceiling or columns. No stub-ups from
floor slabs.
8. Underground conduits and conduits in or under grade slab shall be galvanized
heavy wall steel conduit taped with 20 mil pipe wrapping tape, Plymouth
Plywrap 20 #4621 or approved equal, or shall be Schedule 40 PVc. Refer to
Section 16450 "Grounding" for grounding requirements when using Pvc.
9. All steel conduits in wet areas shall be galvanized heavy wall steel painted with
bituminous paint.
10. No conduits may be run on the floor surface or in such a manner as to be
hazardous to traffic.
11. Seal off all conduits with appropriate fittings penetrating:
a. Foundation walls, hazardous areas, roof seal (See General Provisions)
and waterproof deck and/or wall.
16111 - 6
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16111
CONDUITS
PART 2 - EXECUTION (continued)
1. The following special requirements shall be used for all PVC installations:
I. Sand bed and backfill shall be used for PVC installations.
2. Galvanized heavy wall steel conduit shall be used for all sweeps, and for above
floor conduit extensions from the sweeps to the panels or outlet boxes. (NO
PVC IS TO BE USED ABOVE GROUND).
3. Ground wires shall be run in each conduit and sized per Article 250-95 of the
N.E.C. Ground wires shall be terminated to the metallic enclosures of the
panels, disconnects, troughs, main switchboard and outlet boxes.
4.
All provisions of Articles 347, 250 and 300-22 of the N.E.C. shall be strictly
adhered to, all local and state codes shall apply.
K. All equipment requiring motion or noise separation shall be terminated with flexible
metallic conduit. All flexible metallic conduit exposed to weather shall be liquid-tight
type.
I. Flexible Steel Conduit: Use y, inch minimum, except where noted otherwise.
Flexible conduit shall be used for the following application only:
a. For final connection to motor terminal box, maximum length 18 inches.
b. For final connection to outlets on vibrating equipment.
c. From outlet box to recessed lighting fixture, minimum four (4) feet;
maximum six (6) feet in length.
d. For short connections as approved by the Architect/Engineer.
e. For expansion joint crossings.
f. For weatherproof installations, with polyvinyl sheathing; similar to
American Metal Hose "Sealtite" Type UA or equal.
2. Only short runs of flexible metal conduit shall be used for terminal connections
to motors and also for electrical equipment where it is not practical to make final
connection with rigid conduit. Flexible conduit exposed to weather shall be
sealtite.
3.
All flexible metal conduit shall be secured at code required intervals using
ceiling T-bar wire clips or as indicated above for conduits. They shall not lie on
the ceiling tiles or grid system.
16111-7
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16111
CONDUITS
PART 2 - EXECUTION (continued)
4. Flexible metallic conduit may be used on short final connections to motors and
lighting fixtures and where called for on drawings or specifications.
L. Conduit system shall conform to all the requirements of the National Electrical Code and
local codes.
M. Provide conduits for all low voltage wiring, telephone and communication systems.
N. No aluminum conduit shall be permitted.
O. Provide all empty conduits with appropriate pulling cord or wire.
P. Utilize factory manufactured elbow I y, inch trade size and larger.
Q. Make all cuts square with no reduction in trade size and ream out all burrs.
R. Make all joints tight, no running threads are accepted. If necessary, use ERICKSON
type couplings.
S. Provide locknuts on all conduit terminations. Locknuts shall be installed both inside and
outside termination point for heavy wall conduits and E.M.T. connectors that do not
have seating shoulders or are terminated through fender washers.
T. Provide insulating bushings on terminations of metallic conduit and E.M.T. one (1) inch
and larger. Provide insulating bushings on all conduits that will contain types "THWN"
and/or "THHN" insulated conductors. Bushings shall be installed on conduits prior to
the installation of conductors. Any conduits required to have bushings and in which
conductors have been installed, shall have the conductors removed and discarded, the
required bushings installed and then new conductors shall be installed. All costs
involved for replacing the conductors shall be the electrical contractor's responsibility.
U. Conduits shall be rnechanically and securely connected with all couplings, connectors
and locknuts made up wrench tight. Hand tightened and loose connections will be
rejected.
V. Cap all conduits with proper fittings until wires are pulled in.
W. Conduits above a hung ceiling, in walls or column framing, shall be metallic only. PVC
shall not be permitted in this application. Conduits shall be supported from the
structure above, not form the ceiling grid system hanger wires, T-bars or cross T-
members. Penetration of roof deck is not permitted for hangers, clamps, etc.
16111-8
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16111
CONDUITS
PART 2 - EXECUTION (continued)
X. All conduits shall be rigidly supported and securely terminated. Junction boxes or
pullboxes shall not be utilized for conduit support. Conduits shall be supported with
metal straps, hangers or clamps as specified in section 16190 of these specifications. All
supports shall be from the building structure independent of other equipment and
installed in such a manner that it will not impede the ready removal of other pipes.
Y. Plenum routed flexible metal conduit and type MC cable branch circuits shall be
individually secured at code required intervals using ceiling t-bar wire clips or as
indicated for conduits above. No more than one (1) flexible conduit or MC cable may be
secured to a single ceiling wire. They, including lighting fixture "pigtails", shall not lie
on the ceiling tiles or grid system.
END OF SECTION
16111- 9
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16120
WIRES AND CABLES
Issued Final
J/'\N 10 2001
SECTION 16120
WIRES AND CABLES
PART 1 - GENERAL
1.01 SCOPE
A. Wires and cables shall meet all applicable requirements of Section 160 I 0, 16050 and
16111 of these specifications.
B. This section covers conductors for service entrance, feeders, branch circuits, signal and
control wiring.
PART2-MATERIAL
2.01 BUILDING WIRE
A. Conductors for building wire (power and branch circuit wiring) shall be soft drawn 98
percent conductivity properly refined copper with insulation rated at 600 volts R.M.S.
minimum. Ampacities shall be as specified by the National Electric Code. Color code
shall be as specified.
B. Minimum copper wire size:
1. 20 amp, 120 volt branch circuits:
a. General- #12 A.W.G.
b.
Over 75 feet to first outlet - #10 A.W.G.
c.
Control- #14 A.W.G.
2. 20 amp, 277 volt branch circuits:
a. General- #12 A.W.G.
b. Over 200 feet to first outlet - #10 A.W.G.
3. Increase conduit size as necessary when distance requires increased conductor
sizes.
C. Maximurn copper wire sizes: #500 KCM A.W.G.
16120 - 1
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16120
WIRES AND CABLES
PART 2 - MATERIAL (continued)
D. Conductor Type:
1. Solid copper for A.W.G. #10 and #12.
a. All terminations of#IO and #12 stranded conductors shall be made with
insulated compression terminals.
2. Stranded copper for #8 A.W.G. and larger.
E. Color Code:
I. A.W.G. #8 and smaller shall have uniform colored jacket with respective color
indicated below.
2. A.W.G. #6 and larger shall either have uniform colored jacket or shall have
colored tape applied within six (6) inches of each end of conductor with
respective color indicated below.
3. Color Code: Insulation or tape shall be colored as follows:
a. 120/208 volt system:
I) "A" phase - Black.
2) "B" phase - Red.
3) "C" phase - Blue.
b. 480/208 volt system:
1) "A"phase-Brown.
2) "B" phase - Orange.
3) "C" phase - Yellow.
c. Neutral Conductor (120/208 systems) - White.
d. Neutral Conductor (277/480 systems) - Gray.
e. Equipment Ground Conductor (all systems) - Green.
f. Switched Leg - Purple.
g. Dummy Legs of3-way switching - Pink.
16120 - 2
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16120
WIRES AND CABLES
PART 2 - MATERIAL (continued)
F. Insulation Type:
1. Branch circuit A.W.G. #8, #10, and #12 underground and wet locations - Type
"TW" 600 C "RHW" or "THWN" 750 C.
2. Branch circuit A.W.G. #6 or larger - Type "THWN" 750 C.
3. Feeders (Motor or panel) - Type "THWN" 750 C.
4. Hot locations boiler and incinerator rooms - Type "FEPB" 2000 C.
5. In continuous TUns of fluorescent fixtures - Type "THHN" 900 C.
6. Within 10 feet of boiler flues - Type "FEPB" 2000 C.
7. Fixture Wire - Type "SF" 1500 C.
Type "THHN" 900 C.
G. Conductors for low voltage, alarms, signal and communication wire shall be as specified
on the drawings and/or as specified in the applicable sections ofthese specifications.
H. MC cable with solid copper THHN conductors, and #12 A WG minimum size is
approved for use as an alternate. Electrical contractor may submit an alternate price for
the use of type MC cable on circuits up to 50 amperes.
I. Armor shall be constructed of galvanized steel strip formed into an interlocking
shealth with a blue identification stripe or solid sheath type. Cable shall comply
with UL 1569 and 1479 and be labeled and listed.
2.
277V lighting circuits: MC cable may be used for all 277V lighting circuits
except the emergency lighting circuits. Multiple circuit homerun MC cable shall
have oversized neutrals (# lOA WG minimum).
3. 120V circuits not isolated ground: MC cable may be used for all 120V circuits
under 50 amperes, except emergency circuits. Multiple circuits homeTUn MC
cable may be used for homeruns.
I. Approved manufacturers of building wire are: Anaconda, General Electric, General
Cable, Southwire, American Insulated Wire, and Simplex. Approved manufacturers for
MC cable are AFC Cable Systems (interlocked jacketed with blue identification stripe).
16120 - 3
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16120
WIRES AND CABLES
PART 2 - MATERIAL (continued)
2.02 LOW VOLTAGE WIRE
A. UL listed and approved non-conduit types must be used unless not legally permitted.
Use must comply with the following:
I. All signal wire shall meet or exceed applicable portions of the specifications in
regard to the conductors. The non-conduit cable jacket material description will
be substituted for conventional cable jacket description.
2. Power limited circuit cable as described in low voltage systems portions of this
specification must be UL listed and approved for the intended use. The cable
jacket must include the use classification descriptor, i.e. CL2P, in accordance
with requirements of the NEC. Telephone, music and paging, and alarm system
cables, description and manufacturers listed in section 16720, 16740, and 16770.
PART 3 - EXECUTION
3.01 GENERAL WIRING METHODS
A Use no wire smaller than 12 A.W.G. for power and lighting circuits and no smaller than
14 A.W.G. for control wiring.
B. Place an equal number of conductors for each phase of a circuit in same raceway. Up to
three phases and a neutral are allowed in the same raceway unless indicated otherwise on
the drawings.
C. Splice only in junction or outlet boxes.
D. Neatly train and lace wiring inside boxes, equipment, and panelboards.
E. Make conductor lengths for parallel circuits equal.
F. Lighting and convenience outlet home runs are indicated on the drawings separately as
single pole work for clarity and their terminal point at the circuit is shown schematically;
however, the Contractor will be permitted to group single pole home run circuits in
accordance with the NEC and connect to circuit boxes at any convenient point as
required by the NEC:
1.
Where the single circuit is shown for branch circuits, circuit wiring may be
grouped in accordance with the NEC. The schematic and diagrammatic
drawings indicate the general method of installing all circuit wiring and outlets
supplied. If it is necessary to connect an outlet, do without additional charge.
The size and general location of the various feeders are shown on the drawings.
The exact location and routing of feeders shall be determined on the site by
Contractor. Wherever the word "conduit" appears, it shall refer to either rigid
steel conduit or steel electrical metallic tubing whichever is applicable.
16120 - 4
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16120
WIRES AND CABLES
PART 3 - EXECUTION (colltinued)
3.02 INSTALLATION
A. Pull all conductors into a raceway at the same time. Use UL listed wire pulling lubricant
for pulling all types "THHN", "THWN" and 4 A.W.G. and larger wires.
B. Install wire in raceway after interior of building has been physically protected from the
weather and all mechanical work likely to injure conductors has been completed.
C. Pull no wire, insert no fish wire, until conduit, bushings and outlet boxes are
permanently in place.
D.
Provide pull boxes wherever necessary to facilitate pulling of wire and/or as indicated on
drawings. Coordinate location with other trades to assure that covers will be fully
accessible, free from any and all obstruction when building is complete.
E. Use powdered soapstone or approved pull-in compound specifically manufactured as a
wire pulling lubricant where necessary. Where polyethylene insulated cable is used, use
special pulling compound equal to "Burndy Albentonite".
F. All conductors shall be continuous from outlet to outlet.
G. Leave sufficient slack on all runs to permit secure connection of equipment.
H. All conductors shall be pulled simultaneously when installed in a common raceway.
Delay pulling in until the project progresses to a point where conductors shall not be
exposed to injury and moisture.
1. Swab all conduit prior to placing the conductors in it and mandrel, with 85 percent ball,
all conduits two (2) inches and larger.
J. Tag feeder, branch circuit and control wires in every pull box, relay enclosure, contactor
enclosure and in gutter space of panels to which they connect. Tags: Flameproof linen
or fiber with feeder number and phase stamped thereon. Color code tape is acceptable to
indicate phase on feeders.
K. Leave wire sufficiently long to permit making final connections.
L. Pull no thermoplastic wire at temperatures lower than 150 F.
M. Provide cable supports for wires in riser conduits as required by Article 300, NEe.
N. Conductors for 120/208 and 480/277 volt systems shall not occupy the same raceway.
O. Before conductors are drawn in, all conduits shall be cleaned by pulling a swab through
the tubing with fish tape. Wires shall be pulled into the conduits in such a manner as to
avoid kinking, twisting or injuring the insulation.
16120 - 5
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16120
WIRES AND CABLES
PART 3 - EXECUTION (continued)
P. THHN" or "THWN" wire, regardless of size, shall not be installed in conduits that are
not provided with insulated bushings prior to pulling the wire.
Q. Type MC cable shall be used in dry locations only.
3.03 FIREPROOFING
A. Beyond the termination of raceways, apply fireproofing over the unprotected insulation
and/or splices ofthe following:
I. All service feeder cables ahead of main service over-current protection devices
within all the pull boxes they pass through and elsewhere where they are not
enclosed in raceways.
2. Fire pump feeder cables wherever they extend beyond the termination of
raceways.
3. All feeder wires and cables emanating from different secondary service
connections or both normal and emergency supplies which, due to indications on
the drawings or unavoidable field conditions, are forced to enter the same pit
unbarriered compartment of a pull box or junction box.
3.04 SPLICES AND CONNECTIONS
A. Splices and connections shall be as indicated on the drawings and/or as specified in
Section 16121.
3.05 FIELD QUALITY CONTROL
A. Inspect wire for physical damage and proper connection.
B. Torque test conductor connections and terminations to manufacturer's recommended
values.
e. Perform continuity test on all power and equipment branch circuit conductors. Verify
proper phasing connections.
1. Upon completion of work, test installation for ground and short circuits. Test all
feeders and 10 percent of each of other electrical system wiring. If tests indicate
faults, further tests shall be conducted as required by the Architect/Engineer.
2. Resistance between conductors and between conductors and ground:
a. No. 12: 1,000,000 OHMS.
b. No. 10 and No.8: 250,000 OHMS.
16120 - 6
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16120
WIRES AND CABLES
PART 3 - EXECUTION (continued)
c. No.6, No.4 and NO.3: 10,000 OHMS.
d. No.2, No. I, No. 1/0, No. 2/0 and No. 3/0: 50,000 OHMS.
e. No. 4/0, No. 250 KCM, No. 300 KCM, No. 350 KCM
and No. 500 KCM: 25,000 OHMS.
3. Submit duplicate written report of test results to the Architect/Engineer.
3.06 INSTALLATION OF LOW VOLTAGE WIRE
A. Cable Installed without Conduit: Shall not be visible in any area accessible to the public.
Cables shall be routed in all areas so as to minimize the chance of accidental mechanical
damage during any and all phases of stores operations. Cable shall be supported with
cable ties from the structure above. Individual cables mav be supported individuallv
from ceiling grid wires with approved ceiling wire clips where allowed bv local code
authorities. No more than one (1) cable shall be supported from a single ceiling wire.
Cables shall not lie on the ceiling grid or tiles.
B. Conventional Conduit: Must be used where cable is subject to damage, and/or required
by the National Electrical Code or local governing authorities or as a path through
inaccessible ceiling areas. When low voltage cable is routed from exposed into conduit,
or pulled into wall or floor outlet, utilize connectors and fiber bushings to prevent cable
jacket damage.
C. Low Voltage Signal Cable: From fire alarm control panel to telephone backboard shall
be in conduit in all cases. EC furnish and installs the conduit.
END OF SECTION
16120 - 7
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16121
WIRE CONNECTIONS AND DEVICES
IssuedFinalJf\N 10 2001
SECTION 16121
WIRE CONNECTIONS AND DEVICES
PART I - GENERAL
1.01 SCOPE
A. Wire connections and connection devices shall meet all applicable requirements of
Sections 16010 and 16050 of these specifications.
B. This Section covers wire splices, connections, terminations, and connection devices.
PART 2 - PRODUCTS
2.01 SPLICING AND CONNECTION DEVICES
A. Splices and joints for solid and stranded building wire in sizes #8 A.W.G. and smaller
shall be made using expandable type insulated coiled steel spring connectors (wire nuts).
B. Splices and joints for stranded building wire in sizes #6 and larger shall be made using
split bolt connectors or compression type connectors.
C. Insulated coiled steel spring connectors (wire units) shall be as manufactured by Ideal, 3-
M, or approved equal.
D. Split bolt connectors and compression connectors shall be as manufactured by Burndy,
OZ. Gedney, Ilsco, Thomas and Betts, Panduit, Penn-Union or approved equal.
E.
Terminations of stranded building wire #8 A.W.G. and smaller shall be made using
insulated compression type connectors designed and rated at the ampacity of the device
or equipment connected to.
F. Cable Lugs: Solderless pressure, single or multiple conductor, straight or angle type, as
required (O.z. Gedney Type "XLH" or equal).
G. Cable Taps: Solderless, two-way parallel, T, three-way or as required (OZ. Gedney or
equal).
H. Cable supports in risers: Clamping devices employing insulating wedges at Code
required locations (OZ. Gedney or equal).
1. Splicing tape shall be Plymouth "Slipknot Grey" plastic electrical tape. Where required
due to sharp projection of connectors or by local code requirements, Plymouth "Double
Rubber" rubber electrical tape shall also be applied, both as manufactured by Plymouth
Rubber Co., Inc., or approved equal.
16121 - 1
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16121
WIRE CONNECTIONS AND DEVICES
PART 3 - EXECUTION
3.01 SPLICES AND CONNECTIONS
A. Splice wires only where necessary, in readily accessible boxes, with mechanical
solderless crimp or spring pressure connectors up to #8 wire size and threaded bolted
connectors above #8 wire size:
1. Thoroughly clean wires before installing in lugs and connectors.
B. Splicing tape shall be Plymouth "Slipknot Grey" plastic electrical tape. Where required
due to sharp projection of connectors or by local code requirements, Plymouth "Double
Rubber" rubber electrical tape shall also be applied, both as manufactured by Plymouth
Rubber Company, Inc., or approved equal:
I. Tape uninsulated conductors and connectors with electrical tape to 150 percent
ofthe insulation value ofthe conductors.
e. Splices and connections at or below grade i.e. (ground level floor boxes; planter outlets,
lighting, fixtures flush in sidewalk, etc.) shall be soldered or connected with wire nuts
and wrapped with Plymouth "Ply Seal" insulating mastic to provide a completely
waterproof connection.
D. Maintain all splices and joints in accessible enclosures, where easy inspection is
available:
I. Make splices, taps and terminations to carry full ampacity of conductors without
perceptible temperature rise.
E. Join solid conductors with expandable type insulated coiled steel spring connections
(wire nut), or by twisting and soldering.
F. Terminate solid conductor by means of a neat and fast application directly to the binding
screw or post of the equipment.
G. Join, tap and terminate stranded conductors #6 A.W.G. and larger by means of solder
sleeves, taps and lugs with applied solder or by means of bolted saddle type or
compression type connectors, taps and lugs. Exclude connectors and lugs of the types
which apply set screws directly to conductors. Apply compression type connectors, taps
and lugs utilizing tools manufactured specifically for the purpose and having features
preventing their release until the full pressure has been exerted on the lug or connector.
16121 - 2
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16121
WffiE CONNECTIONS AND DEVICES
PART 3 - EXECUTION (continued)
H. Except where wire nuts are used, build up insulation over conductor joints to a value of
150 percent of both in thickness and dielectric strength, to that of the factory appl icd
conductor insulation. Insulatii:m of conductor taps and joints shall be by means of half-
lapped layers of rubber tape, with an outer layer of friction tape; by means of half-lapped
layers of approved plastic electric insulating tape; or (in the case of bolted type
connector joints) by means of split insulating casings molded specifically to insulate the
particular connector and conductor, and fastened with stainless steel of non-metallic
snaps or clips.
I. Exclude splicing procedures for neutral conductors in lighting and appliance branch
circuitry which utilize device terminals as the splicing points.
J. Exclude joints or terminations utilizing solder in any conductors used for grounding or
bonding purposes.
K. Exclude all but solder or pressure indent type joints in conductors used for signaling or
communications purposes.
L. Terminate spare conductors with wire nut and electrical tape.
M. Torque test conductor connections and terminations to manufacturer's recommended
values.
END OF SECTION
16121 - 3
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16130
BOXES
I ^ '1 1 n "U. 1'1
Issued Final ,J.J\I~ v L' J
SECTION 16130
BOXES
PART I - GENERAL
1.01 SCOPE
A. All boxes used for electrical work shall meet all applicable requirements of Sections
16010 and 16050.
B. This section covers junction boxes, pull boxes, outlet boxes, switch boxes, conduit
bodies, floor boxes, and device boxes.
C. Provide all boxes required for a complete system regardless of indication on the
drawings.
PART 2 -MATERIAL
2.01 JUNCTION AND PULL BOXES
A. Dry Locations: Junction and pull boxes shall be fabricated frorn minimum 14 gauge
galvanized sheet metal, NEMA I, st"mped or steel or welded seams with lugs and
screws for cover plates:
1. Boxes shall be of unit construction and of the size required by the N.E.C. for the
quantity and sizes of wires to be placed therein. Boxes shall not be smaller than
15 cubic inches. They shall conform to N.E.C. criteria governing the
displacement and bending radius of wires and cables contained within them.
2.
Junction and pull boxes shall have attached to them, a manufacturers label,
underwriters label and an indication of the metal gauge.
3. Junction and pullboxes shall have knockouts for conduit terminations:
a. Approved manufacturers of junction and pull boxes are Apppleton Steel
City,RACO, Hoffman, Boss, Tanco, Burns, and Park.
b. Damp or wet locations: Junction and pull boxes shall be case malleable
iron with corrosion-resistant finish, NEMA 3R, threaded conduit entries,
neoprene coverplate gasket and coverplate held by stainless steel bolts:
1. Boxes shall be of the size required by the N.E.C. for the quantity
and sizes of wires to be placed therein. They shall conform to
N.E.C. criteria governing the displacement and bending radius
of wires and cables contained within them. Boxes shall not be
less than 15 cubic inches.
16130-1
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16130
BOXES
PART 2 - MATERIAL (continued)
2. Junction and pull boxes shall have a manufacturers label and an
underwriters label affixed to them.
3. Approved manufacturers are Appleton, Crouse Hinds, Oz
Gedney, Hoffman, Boss, Tanco, Burns, and Park.
2.02 FLOOR BOXES
A.
Floor boxes shall be formed steel, corrosion-resistant finish, waterproof for flush
mounting, with four (4) pre-pour leveling screws, after-pour top leveling screws,
rectangular brass floor plate, gasket, brass screws and number of gangs as indicated on
the drawings:
1. Receptacle floor plates shall be brass with threaded disc plugs.
2. Telephone, communication and signal floor plates shall be brass with I V. inch or
I Yz inch diameter brass plug with insulated bushing at top. Brass threaded disk
plug to cover nipple hole when box is inactive.
3.
Carpet flanges shall be brass metal. Carpet flanges shall be provided in all
carpeted areas. Electrical contractor shall coordinate with the carpet installer to
determine carpeted areas.
4. Floor boxes for 120 volt outlets with a single receptacle device, shall be Hubbell
no. B-2427 box with No. S-2825-MI brass cover plate, Hubbell No. 5361 single
receptacle, with SB-3083 brass carpet flange.
5.
Floor boxes for 120 volt outlets with a duplex receptacle device, shall be
Hubbell No. B-2427 with no. S-3825-MI cover plate, No. 8300GY duplex
grounded receptacle, and SB-3083 brass carpet flange.
6. All floor boxes shall be threaded for two (2) % inch and two (2), one (I) inch
conduits, floor box home runs shall be one (1) inch conduit, or as shown on
drawing.
7. Provide SB-3083, SB-3084 or SB-3085 Brass carpet flange for all floor boxes in
carpeted areas.
8. Steel City 640 Series floor boxes are also acceptable, provided they meet the
above specifications in their entirety, including brass metal carpet flanges.
9. Approved manufacturers of floor boxes are Hubbell and Steel City.
16130 - 2
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16130
BOXES
PART 2 - MATERIAL (continued)
2.03 CONDUIT BODIES
A. CO!1duit bodies shall be cast malleable iron, corrosion-resistant finish, U.L. listed for the
application with threaded conduit entries, removable gasketed covers and corrosion
resistant screws:
1. Conduit bodies shall be U.L. approved for wet or dry locations.
2. Approved manufacturers of conduit bodies are Appleton, Crouse Hinds or Oz
Gendney.
2.04 OUTLET BOXES, SWITCH BOXES, AND DEVICE BOXES
A. Dry locations: Boxes shall be fabricated from minimum 14 gauge galvanized sheet
metal, normal, stamped steel or welded seams with lugs and screws for cover plates,
plaster frames, or fixture straps.
I. Switch boxes shall be four (4) in~h square minimum with raised plaster frame
for one (I) or two (2) devices or shall be of unit construction for the appropriate
quantity of devices when more than two (2) switches are required.
2.
All boxes shall be of the size required by the N.E.C. for the quantity and sizes of
wires and the number of devices to be placed in them. Boxes shall not be less
than 15 cubic inches.
-
3. All outlet boxes for lighting fixtures shall be round or octagonal. When box is to
be used for fixture support, it shall be provided with an integral fixture stud of
not less than 3/8 inch. Larger studs of suitable size will be provided as
necessary for the weight of the fixture to be supported.
4. All boxes for flush mounted switches and devices and for surface rnounted
lighting fixtures shall be shaped such as to permit surfacing materials to be cut to
fit closely around the box. The box shall be so placed that the cover plate or
fixture canopy will be flush with the finished wall or ceiling surface.
5. All boxes, except for plaster construction, shall be provided with flush
rectangular square corners and shall be made for installation in the type
construction provided.
6. Approved manufacturers are Appleton, Steel City and Raco.
16130 - 3
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16130
BOXES
PART 2 -MATERIAL (continued)
B. Damp or wet locations: All boxes shall be cast malleable iron with cadmium/zinc
plated finish, Nema 3R, UL listed for the application, with threaded conduit entries,
neoprene gasket for coverplate and threaded holes for mounting devices and/or
coverplates:
I. All boxes shall be of the size required by the N.E.C. for the wires and devices to
be installed. Boxes shall not be smaller than 15 cubic inches.
C. Approved manufacturers are Appleton, Crouse Hinds and Oz Gedney.
PART 3 - EXECUTION
~
3.01
INSTALLATION
A. Junction and Pullboxes:
I. Provide pull boxes whenever necessary to facilitate pulling of wire and/or as
indicated on drawings. Coordinate location with other trades to assure that
covers will be fully accessible, free from any and all obstruction when building
is complete. Boxes shall not be placed in locations made inaccessible by piping,
ducts, conduits, or other equipment.
2.
Pullboxes shall be provided every 100 feet for all feeders larger than #3 A.W.G.
3. Provide pull or junction boxes to limit conduit runs to the equivalent of 360
degree bends and to facilitate wire pulling.
4. Junction and pull boxes shall be located so as not to be exposed in finished areas.
(Preferred location in accessible ceiling spaces).
5. Locate junction and pull boxes in accessible locations only. Where Box is
absolutely necessary in inaccessible location, coordinate with general contractor
and engineer for location and size of required access doors. All unscheduled
access doors necessary for electrical work for compliance with N.E.e. will be
provided by others and the cost shall be the electrical contractor's responsibility.
6. Junction and pull boxes shall be supported directly to the building structure
independently and not from any other suspension, piping, ducts, etc. Boxes shall
be supported so that no weight bears on conduit.
7. Close up all unused openings with approved fittings.
8.
Locate boxes to maintain headroom and to present a neat appearance.
16130 - 4
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16130
BOXES
PART 3 - EXECUTION (continued)
B. Floor Boxes:
I. Set boxes level and at height that will bring top of finished floor box flush with
finished floor.
2. Floor box locations shown on the drawings shall be verified with the tenant's
representative prior to roughing in.
3. Muitiple-gang floor boxes that will contain wiring of different voltage systems
shall have barriers installed to provide separation of the different systems.
4. The electrical contractor shall grout in around outlets as required.
5. Carpet flanges shall be installed in all carpeted areas after carpet is in place.
C. Conduit Bodies:
]. Conduit bodies shall be installed in accessible location as necessary to facilitate
pulling wire and to limit conduit runs to 270 degree bends. They shall not be
placed in locations that will make them inaccessible when piping, ducts,
conduits, or other equipment is installed.
2. Conduit bodies shall be supported by two (2) conduits being threaded tightly into
the conduit body:
a. All conduits used to support conduit bodies will be supported within
three (3) feet of the conduit body.
D. Outlet, Switch, and Device Boxes:
1. Install to bear evenly and truly, secured on axis of supporting mernbers.
2. Where boxes are back of finished surface, use recess boxes and proper length
screws, or size to form shoulder at exact point, to retain switch or device in
position. Use no wooden wedges, shims or blocks for truing up.
3. Locations indicated for local wall switches are subject to modifications. At or
near doors, install switch on side opposite hinge. Verify final door hinge
location in field prior to switch outlet installation.
4. Set boxes square and true with building finish. Erect wall and switch outlets in
advance of furring and fireproofing. Secure to building structure or steel by
adjustable strap irons.
16130 - 5
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16130
BOXES
PART 3 - EXECUTION (continued)
5. Verify locations of outlets and switchcs in finished rooms with drawings of
interior details and finish. In centering outlets and locating boxes allow for
overhead pipes, ducts and mechanical equipment; variations in fireproofing and
plastering, window and door trim, paneling, hung ceilings, and the like, and
correct any inaccuracy resulting from failure to do so without expense to Owner.
6. Ceiling outlet boxes shall be secured with lead anchors or beam clamps as
required with all thread rod or approved equal with a professional installation.
7. Outlet boxes for lighting fixtures recessed in hung ceilings shall be accessible
through opening created by removal of fixture or adjacent ceiling tile.
8.
Wall outlet and switch boxes shall be placed so that the coverplate will be flush
with the finished wall surface.
9. Install an outlet box for each individual wiring device, lighting fixture and
communication component, unless otherwise noted.
10. Install individual multiple outlet boxes for the appropriate number of devices
where multipie devices are indicated on the plans.
11. Install barriers to segregate where different services, systems or voltages will be
installed in the same multiple gang box.
12. Install blank cover on each outlet not provided with a lighting fixture, switch or
other device.
13. All unused openings in boxes shall be closed with approved fittings.
14. The Electrical Contractor shall coordinate locations of all outlets on walls,
columns, etc. with field conditions so that the outlet does not occur at the
junction of different materials in wall finishes, on molding, break in wall
surface, or other unsuitable locations. The following mounting heights shall be
used unless indicated otherwise on drawings. NOTE: Mounting height is the
distance from finished floor line to center line of outlet:
a. Wall lamp receptacles and wall outlets for fixtures - 6'-6".
b. Receptacles, general- 12 inches above finished floor.
c. Telephone outlets - 12 inches above finished floor.
d. Wall flush switches, general- 4'-0".
e. Motor controllers - 5'-0".
16130 - 6
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16130
BOXES
PART 3 - EXECUTION (continued)
f. Wall push buttons - 6'-0".
END OF SECTION
16130 - 7
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16140
WIRING DEVICES
Issued Final ~1
SECTION 16140
WIRING DEVICES
PART I - GENERAL
1.01 SCOPE
A. All wiring devices shall meet all applicable requirements of Sections 16010 and 16050.
B. This Section covers switches, dimmers, receptacles, and coverplates.
PART 2 - MATERIALS
2.0 I SWITCHES
A. Tumbler switches shall be the A. C. extra heavy duty, specification grade, 120/277 volts,
flush toggle type switch rated at 20 amperes. Underwriters' approved and meeting
NEMA Standard WD-I-1965 and Federal Specifications W-S-896d (Type III). The
operating mechanism shall be totally enclosed in a high heat, non-inflammable,
non-hygroscopic molded compound case, with terminal screws located on the side of the
switch. Operating handles shall be made of high heat phenolic compound. All switches
shall have wide plaster ears, and shall be single pole, or multi-pole as required:
I. Minimum acceptable rating of switches shall be 20 amps 120 or 277 volt AC
inductive or resistive.
2. Contacts shall be silver cadmium oxide to reduce contact erosion and to prevent
welding.
3.
All switches shall comply with federal specification WS-896-E and shall be U.L.
and CSA listed.
4. Wiring terminals shall be side or back clamp-type terminals.
5. Molded plastic body shall be securely bolted or screwed to metal mounting
strap, riveted connections are not acceptable.
6. Switch shall be automatic grounding type or shall be provided with a ground
terminal.
7. Contact arm Shall be high conductivity bronze alloy sized to eliminate any
excessive heat rise at 100 percent rating of the switch.
8. Terminal connection shall be designed to prevent any distortion to contact arm
when switch is wired.
16140 - 1
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16140
WIRING DEVICES
PART 2 - MATERIALS (continued)
9. CAM and spring design shall provide quick make and quick break with minimal
arcing. Switch shall not be able to be set in a partially open or partially closed
position.
10. All switches shall be horsepower rated.
11. All switches shall be premium specification grade or extra hard use specification
grade.
12.
13.
Where thermal switches are indicated, furnish and install a motor overload
switch with proper heating element to protect motor or equipment served.
Thermal switches shall be Westinghouse or approved equal with pilot light.
Dimmer switches shall be as indicated on Drawings.
14. Switches (toggle type and cover plate) - switches shall be flush toggle A.C. only,
full rated capacity with amp rating to accept the load they control as
manufactured by Hubbell or approved equal. Approved manufacturers are
Arrow-Hart, Bryant, Hubbell, Pass & Seymour and Eagle. Approved Hubbell
number as follows at 120/208 volts:
a.
b.
c.
d.
u. e.
u
f.
2.02 RECEPTACLES
S.P.S.T.: catalog #1221-1, coverplate #PI.
D.P.S.T. (2-way): catalog #1222-1, cover plate #Pl.
S.P.D.T. (3-way): catalog #1223-1, cover plate #Pl.
D.P.D.T. (4 way): catalog #1224-1, cover plate #PI.
Switch with pilot light handle shall be Hubbell # 1297 or approved equal.
All switches shall be ivory with ivory cover plates in office and sales
area, where wood paneling occurs, provide brown devices with brown
cover plates.
g. Where two (2) or more phases of 277 volt system enter a single switch
box, metal barrier plates shall be used to separate phases in switch box.
Receptacles for convenience outlets shall be duplex self-aligning grounding type.
Contacts shall be made of heavy spring copper or bronze with plug blades at 3 points so
designed as to securely grip both sides of each receptacle blade and shall be enclosed in
high heat, non-inflammable, nonhygroscopic molded compound case. provided with
wide plaster ears. Each terminal shall be provided with two (2) binding screws located
on the side of the receptacle.
A.
16140 - 2
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16140
WIRING DEVICES
PART 2 - MATERIALS (continued)
I. Duplex receptacles in all areas, except In exterior locations and where specified
otherwise, shall be of the grounded, 3 wire NEMA Type WD-I-1965, Paragraph
3.02 rated at twenty (20) amperes at 125 volts:
a. All receptacles shall be ivory, except provide black in neutral piers in
mall. Where wood paneling occurs, provide brown devices and plates.
b. All receptacles shall be premium specification grade or extra hard use
specification grade, self grounded except isolated ground type), in
ratings as shown on Drawings.
2.
All receptacles in exterior locations, where installed in floor boxes and where
indicated with a "WP" adjacent to the symbol shall be duplex, self-aligning,
grounded, 3 slot with high strength thermoplastic nylon face, heat resistant, high
impact thermal plastic base and single-piece nickel plated brass wrap around
mounting strap or brass plated steel wrap around mounting strap. One piece
contacts shall be made of corrosion resistant nickel plated brass with plug blades
at three (3) points so designed to securely wrap both sides of each receptacle
blade:
a. Mount exterior receptacles in cast malleable iron boxes with gasketed
die-cast aluminum cover plate with spring loaded single piece flip lid.
3. Special purpose receptacles Shall meet all the requirements for convenience
outlet receptacles. Verify compatibility of all special purpose receptacles
indicated on drawings with intended appliance prior to installation of receptacle:
a.
Where receptacle is installed for specific appliance, receptacle
configuration shall match the plug provided with the appliance. Where
plug is not supplied electrical contractor shall furnish compatible plug
and receptacle rated at not less than the rating ofthe appliance and not
less than 20 amperes. Where equipment is to be connected by the
electrical contractor, he will supply all necessary cord and install cord
and plugs.
b. Isolated ground receptacles shall meet all the requirements for
convenience outlet receptacles except that the ground terminal on the
receptacle shall be insulated from the grounding strap, they shall be
orange and the ground terminal shall be connected to a separate
insulated green ground wire that is terminated to the isolated ground bus
in the panelboard.
c. Approved Types:
I) Duplex: Amp. Rating 20A, 125 volts, Cat. #5362-1, Cover Plate
# P8.
16140 - 3
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16140
WIRING DEVICES
PART 2 - MATERIALS (continued)
2) Single: Amp. Rating 20A, 125 volts, Cat. #5361-1, Coverplate
#P7.
3) Combination Outlet - Duplex: Amp Rating 15A, 125 volts, Cat.
#4792, Coverplate #P8X.
4) Special Purpose Outlets (Power) - Single: Amp Rating 30A,
5/250 volts, Cat. #9350, Covcrplate #7975.
5) Special Purpose Outlets (Power) - Single: Amp Rating 50A,
250 volts, Cat. #7962, Coverplate #7975.
6) Clock Hanger Outlet: Amp Rating 15A, 125 volts, Cat. #5233.
7) Isolated Ground Receptacle - Duplex: Amp Rating 20A, 125
volts, Cat. #IG 5362, Coverplate #IGP-8.
d. Approved manufacturers are Arrow-Hart, Bryant, Hubbell, Pass & Seymour and
Eagle.
2.03 DEVICE PLATES
A. Plates for wall switches and receptacles in finished areas shall be smooth thermoplastic
nylon, single or in gangs of proper combination as required. Hubbell Series "P" nylon
plates.
B. Plates for wall switches and wall receptacles in unfinished area shall be sheet metal with
rounded corners for installation on outlet boxes, cadmium plates, single 01 in gang of
proper combination as required.
C. Plates for wall switches and receptacles installed in cast boxes shall be similar to plates
used in unfinished areas except cast.
D. Plates in office areas shall be ivory in color. Where wood paneling occurs, provide
brown plates.
E. Plate manufacturer shall be the same as receptacle manufacturer.
16140 - 4
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16140
WIRING DEVICES
PART 3 - EXECUTION
3.01 INSTALLATION
A. Mounting Heights:
I. The electrical Contractor shall coordinate locations of all outlets on walls,
columns, etc. with field conditions, so that the outlet does not occur at the
junction of different materials in wall finishes, on molding, break in wall
surface, or other unsuitable locations. The following mounting heights shall be
used unless indicated otherwise on drawings. NOTE: Mounting height is the
distance from finished floor line to center line of outlet.
a. Light cornice outlets - 7'-6", 13'-0" on perimeter walls.
b. Receptacles, general - 12 inches above finished floor to bottom unless
indicated otherwise.
c. Telephone outlets - 12 inches above finished floor to bottom for desk
phones. 4'-6" above finished floor to bottom for wall ones, unless
indicated otherwise.
d. Wall flush switches, general- 4'-0".
e. Motor controllers - 5'-0".
f. Wall push buttons - 6'-0".
g. Drop Cords - 6'-6".
B. Outlet Installation:
1. Install to bear evenly and truly, secured on axis of supporting members.
2. Where boxes are back of finished surface, use recess boxes and proper length
screws, or size to form shoulder at exact point, to retain switch in position. Use
no wooden wedges. shims or blocks for truing up.
3. Locations indicated for local wall switches are subject to modifications. At or
near doors, install switch on side opposite hinge. Verify final door hinge location
in field prior to switch outlet installation.
4.
Set boxes square and true with building finish. Erect wall and switch outlets in
advance offurring and fireproofing. Secure to building structure or steel by
adjustable strap irons.
-~:
-~
16140 - 5
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16140
WIRING DEVICES
PART 3 - EXECUTION (continued)
5. Verify locations of outlets and switches in finished rooms with drawings of
interior details and finish. In centering outlets and locating boxes allow for
overhead pipes, ducts and mechanical equipment, variations in fireproofing and
plastering, window and door trim, paneling, hung ceilings, and the like, and
correct any inaccuracy resulting from failure to do so without expense to Owner.
6. All boxes shall be supported independently of conduit.
C. Ceiling Outlet Installation:
1.
-
g
2.
Install flush with ceiling, bar hangers or chain suspension from the joists shall be
used in the stock areas. Pull chain cords shall be continuous, complete with bell
and no more than 6'-0" from floor.
Boxes shall be secured with lead anchors or beam clamps as required with all
thread rod or approved equal. A workmanship installation shall prevail.
D. Wall Plate Installation:
I. All plates shall be set true and plumb, and shall fit tight against finished wall
surfaces and outlet boxes.
END OF SECTION
16140 - 6
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16190
SUPPORTING DEVICES
Issued Final JA-N--t-6--1oo1
SECTION 16190
SUPPORTING DEVICES
PART I - GENERAL
1.01 SCOPE
A. All supporting devices shall meet all applicable requirements of Sections 160 I 0 and
16050.
B. This Section covers beam clamps, strut, fixture studs, lead anchors, box support, etc.
PART2-MATERIALS
2.01 BOX SUPPORT
A. Box for fixtures shall have 3/8 inch standard fixture supports secured in place with bolts
and nuts.
B. Secure wall and switch boxes to building structure or steel by adjustable strap irons.
C. Boxes shall be secured with lead anchors or beam clamps as required with all thread rod
or approved equal. A professional installation shall prevail.
D. Support junction and pull boxes directly to building structure with no weight bearing on
conduits.
2.02 CONDUIT SUPPORT
A. The Electrical Contractor shall provide all supports, inserts and hangers for conduits,
cables, lighting fixtures, cabinets and other electrical equipment.
B. Inserts and hangers shall be Powerstrut, Kindorf, Unistrut, or Eleen. Pipe straps shall be
used for wall mounting conduit. Pipe straps shall be malleable iron, single hole type.
Pipe straps, fixtures and cabinets shall be secured to the wall by means of screws, toggle
bolts, lag screws in metal expansion shield or other approved method. Wooden Plugs
shall not be used.
C.
All overhead conduit shall be supported from the structural beams. Grouped conduit
supports shall be steel channel attached to structural beams with proper size beam
clamps. Channel may be suspended below structural beams with proper beam clamps
and 3/8 inch continuous threaded hanger rods installed (maximum) 2'_0" on center for
the entire length of channel. Conduit shall be secured to channel with single bolt two (2)
piece channel pipe clamps, for I y, inches and larger conduits and strut clips (similar to
"Caddy" number "12MFA" clips) for one (I) inch and smaller conduits.
::.
~~
16190 - 1
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16190
SUPPORTING DEVICES
PART 2 - MATERIALS (continued)
D. Individually supported conduits shall be secured to structural beams with proper size
beam clamps and one (I) piece pipe hanger clamps with closure bolt (similar to
"Kindorf' "6HB" Series) for I V. inch and larger conduits, and combination conduit
hanger clamps (similar to "CaddY" #16-M-5-8) for one (I) inch and smaller conduits.
E. Welded studs may be used for attachment to steel members, but conduits shall not be
welded directly.
F. Tie wire shall not be used to snpport or secure conduit.
G. Conduits shall not be supported by ceiling grid. They shall be supported directly by the
building structure.
H. Approved manufacturers of channels are Powerstrut, Unistrut, and Kindorf.
I. Approved manufacturers of conduit clamps are Powerstrut, Unistrut, Kindorf, Minerallac
and Caddy.
NOTE: Electrical Contractor shall be responsible for determining proper size clamps for the
various conduit sizes and beam flange thickness encountered.
2.03 WIRE AND CABLE SUPPORTS
A. Vertical wire and cable supports shall be provided in accordance with the requirements
ofNEC and/or the governing code for vertical conduit risers.
END OF SECTION
16190 - 2
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16420
SERVICE ENTRANCE
~ ~" ;, '.' ' l Ii J
_i, u" .i V LJU-l
Issued Final
SECTION 16420
SERVICE ENTRANCE
PART 1 - GENERAL
1.01 ELECTRICAL SERVICE SYSTEM
A. Equipment for Electrical Service shall be furnished and/or installed in part by the Utility
Company. All work shall be done in accordance with rules and regulations of the Utility
Company.
1.02 WORK BY UTILITY COMPANY
A. Furnish and install Current Transformers for all customers requiring 300,000 circular
mills or larger Service Entrance conductors.
B. Furnish and install pulse meters.
1.03 WORK BY ELECTRICAL CONTRACTOR
A. The Electrical Contractor shall make arrangements with the Utility Company for
required electric service facilities and payment of all charges connected therewith.
B. Furnish and install Electric Service Entrance equipment as indicated on the Drawings.
C. Submit printed manufacturer's literature, data sheets and/or catalog cuts for all items
which are pre-fabricated and will be provided as part of the work in this section. Submit
shop drawings for installation as specified herein.
\.04 VOLTAGE CHARACTERISTICS
A. Incoming Service: 3 phase, 4 wire, 480/277 or 120/208 volt, 60 HZ, with grounded
neutral, as indicated on Drawings.
1.05 DISTRIBUTION SYSTEM
A. General: 3 phase, 4 wire, 480/277 or 120/208 volt, 60 HZ with grounded neutral, as
indicated on Drawings.
B. Additional 3 phase, 4 wire, 120/208 volt, 60 HZ with grounded neutral, derived form
dry-type transformers furnished under Section 16460 (when 480/277 volt distribution
system is used).
e. 480/277 volt system: Used for: (when supplied) motors 3/4 H.P. or larger unless noted
otherwise. Fluorescent lighting unless noted otherwise. Special equipment as noted.
16420 - 1
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16420
SERVICE ENTRANCE
PART 1 -GENERAL (continued)
D. 120/208 volt system used for:
1. Lighting.
2. Receptacles.
3. Motors 1/2 H.P or less.
4. Kitchen and Shop equipment unless noted otherwise
5. Other as noted.
END OF SECTION
16420 - 2
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16425
SERVICE ENTRANCE/ MAIN SWITCHBOARD
Issued Final
LIAN 1 0 200t
SECTION 16425
SERVICE ENTRANCE / MAIN SWITCHBOARD
PART I - GENERAL
1.01 SERVICE ENTRANCE EQUIPMENT
A. Service entrance equipment shall be as indicated on the drawings Equipment shall be
grounded.
B. Equipment shall be as follows:
I. Bolted pressure switch shall be used for service 1000 amps and larger when
indicated on drawings.
2. Current transformers for power companies metering shall be used on all services
which require 300,000 circular mills or larger service entrance conductors.
3. Coordinate with General Construction work to insure proper installation.
e. Bolted Pressure Switch shall be 3 pole solid neutral, silver contact, load break type, as
indicated on drawings. The switch shall be dead front operating with NEMA Class "L"
fuse accommodations and with provisions for padlocking in the "off" position. The
switch shall be capable of interrupting and closing against 750 percent of rating at rated
voltage three (3) times and shall be capable of closing, withstanding, and interrupting a
fault current of 200,000 amps at full voltage in a three (3) phase circuit with fuses in
place, without affecting its ability to carry fullrated load. The switch bolting mechanism
shall be a nonferrous and nonmagnetic material. Approved manufacturers are Pringle,
Square "D" Boltloc or Boltswitch:
1.
Bolted pressure switch may be panel board mounted, as indicated on Drawings.
1.02 MAIN SWITCHBOARD CUBICAL
A. The Main Switchboard Cubicle shall be as indicated on the drawings. These panel type
cubicles shall be formed and welded, phosphatized stretcher leveled sheet steel,
reinforced with gussets in corners including bus and cable section, constructed as part
of each panel unit. The enclosure shall be 12-gage for the front panel and II-gage for the
remainder. Bus structure shall be extended from the main switch cubicle across the
lower or upper portion of each cubicle. Furnish floor channels bolted to floor,
coordinate installation with general construction work. This Section shall receive two
(2) shop coats of gray enamel or lacquer.
16425 - 1
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16425
SERVICE ENTRANCE/ MAIN SWITCHBOARD
PART 1- GENERAL (continued)
B. The switchgear manufacturer shall provide a selective trip ground fault sensor system on
the main disconnects, utilizing the split core current differential power. The output of
the ground fault sensor shall be supplied 120 volt AC power. The output of the ground
fault sensor shall actuate the 120 volt AC trip coil on the associated bolted pressure
fused switch. The sensor shall surround all circuit conductors including the neutral, if
the neutral conductor feeds to load.
C. The current trip setting and time delay setting shall have continuously adjustable time
setting from instantaneous to one second, (time in cycles):
I. It shall have indicating light for relay operation.
2. It shall have an adjustable setting range including a 600 AMP pick-up setting-to
permit a maximum of 15,000 KW-cycle into the arcing ground. Dials for
ground fault settings shall be inside the appropriate compartment. Dials
mounted on face of compartments are not permitted.
3. Provide a monitor panel for the ground fault relay system. Mount same on the
front cover of switchboard with the following:
a. Indicating lights-red for indicating tripped condition.
b. Re-set button-to be pushed before re-closing the interrupter.
D. The ground fault sensors shall be Electrons Company, Type Hi-Z or equal as approved
by the Engineer.
E. All bus copper interconnections between main switch cubicle and main switchboard
cubicles shall be hard rolled electrolytic copper of98 percent conductivity and sized on
the basis of 1000 amperes per square inch maximum current density except where
mechanical rigidity is the determining factor, requiring an increased bar size. Support
bus bar to withstand 100,000 ampere RMS symmetrical short circuit current.
F. The maximum allowable temperature rise shall be 30 degrees C rise over a 25 degrees C
ambient for the bus between connections, and 50 degrees C rise over a 25 degrees C
ambient at connections. At connections, the bus shall be silver plated, the current
density shall not exceed 200 amperes per square inch of contact area, and cadmium
plated steel bolts or approved equal shall be used. Clamp joints will not be accepted.
G.
The main bus shall be sized as indicated on drawings. This bus size shall be maintained
for the full length of the switchboard, and the bus shall be drilled for extension to future
sections. Ebony asbestos insulation shall be installed between bus and steel where bus
passes through cubicles, and between the end of the bus and the side of the cubicle.
Provide cable supports suitable for supporting feeder conductors extending to lugs on
load side of switches.
16425 - 2
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16425
SERVICE ENTRANCE/ MAIN SWITCHBOARD
PART 1 - GENERAL (continued)
H. Each switch (circuit breaker or disconnect) shall be identified by means of an engraved
lamicoid nameplate having a black surface and white core with y, inch engraved letters.
The identification shall indicate the load fed, not the feeder number. The load shall be
described by the lighting panels, distribution panels, or power equipment fed.
I. Where Disconnect Switches are used in the distribution section, they shall be
quick-make, quick-break, fused, with a front operating handle and provision for lockout
in the "open" position, approved by Underwriters' Laboratories, Inc. for General and
Service Entrance.
J. When circuit breakers are used, they shall lie of size and frame as indicated on the
drawings.
K. All panel feeders may be run overhead with proper conduit hangers, or under floor, as
indicated on the drawings.
L. A solid copper ground bus shall be carried through all sections of the switchboard and
shall be securely bolted to all stmctures ofthe assembly and shall have a solid copper
strap connection (at least 25 percent of main bus capacity) to the neutral of the service
bus, including cable clamps for making the main ground connection. The ground bus
shall be sized for 25 percent of main bus capacity.
M. Approved manufacturers are General Electric, I.T.E., Square "D", Westinghouse, and
Cleveland Switchboard.
END OF SECTION
16425 - 3
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16430
METERING
Issued Final JAN 1 0 2001
SECTION 16430
METERING
PART 1- GENERAL
1.01 WORK INCLUDED (VERIFY WITH UTILITY COMPANY.)
A. Install meter housing, meter sockets, service enclosures for meters, test blocks and
connections, required for utility metering as indicated on the drawings, and per Utility
Company's regulations.
B. Verify all local requirements with Utility Company and make required adjustments per
Utility Company's directions.
1.02 REQUIREMENTS OF REGULATORY AGENCIES
A. Products ofthis section to be listed by Underwriters' Laboratories.
1.03 INSTALLATION
A. Install metering items in accordance with the manufacturer's instructions.
END OF SECTION
16430 - 1
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16440
SERVICE AND DISTRIBUTION
IssuedFinal JAN 10 20.01
SECTION 16440
SERVICE AND DISTRIBUTION
PART I - GENERAL
1.01 SCOPE
A. All service and distribution equipment shall meet all applicable requirements of sections
16010 and 16050.
B. This section shall apply to all safety switches, fused, non fused and weatherproof.
1.02 REFERENCE STANDARDS
A. Underwriters' Laboratories Annual Product Directories.
B. CLASSIFICATION of standard types of nonventilated enclosures for electric
controllers, National Electric Manufacturers Association.
PART 2 - PRODUCTS
2.01 ACCEPTABLE MANUFACTURERS
A. Acceptable Products:
1. Square "0".
2. Westinghouse
3. General Electric
4. 1.T.E.
B. No substitutions permitted.
2.02 GENERAL
A. Safety Switches: In general, all equipment disconnect switches shall be 240 or 600 volts,
A.C. horsepower rated, single throw type, as manufactured by General Electric, Square
"D", 1.T.E. or Westinghouse. Enclosures shall be heavy duty NEMA Type "HD"
arranged for side operation with lockout provision in the "open" position.
B. Fused Motor Disconnect Switches (or switches for other 3 wire-3 phase equipment) shall
be Heavy Duty (3 pole, 3 blades, 3 fuses) NEMA type "HD" of the size and rating as
indicated on the Drawings.
16440 - 1
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16440
SERVICE AND DISTRIBUTION
PART 2 - PRODUCTS (continued)
e. No-Fuse Motor Disconnect Switches: (or switches for other 3 wire, 3 phase Equipment)
shall be Heavy Duty (3 pole, 3 blades) NEMA type "HD" or size and rating as indicated
on the Drawings.
D. Weatherproof Disconnect Switches shall be NEMA type "3R" raintight with all other
requirements as indicated by Items A, Band C above.
E. Lighting Panel Switches shall be Heavy Duty 4-Wire solid-neutral (4 pole, 3 blade, 3
fuse) NEMA Type "HD" of size and ratings as indicated on Drawings.
F. On single phase 120 volt motors 1/2 hp and smaller use Bussmann "SS" fustat cover and
switch unit.
PART 3 - EXECUTION
3.01 INSTALLATION
A. Install motor and circuit disconnect as recommended by Manufacturer and as required by
Code.
B. On roof-mounted exhaust fans install disconnect under the hood.
END OF SECTION
16440 - 2
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16450
GROUNDING
PART 1 - GENERAL (continued)
H. Conductors:
I. Grounding Conductors shall be 600 volt, Type "T" green. Equipment grounding
connections shall be bare copper in accordance with the latest revision of
A.S.T.M. designations B3 and B8. All open bare grounding cable (#6 A.W.G.
minimum) shall be secured in place with cast, one hole, rnalleable, clamps and
clamp backs and bolts.
I. Work:
I. All grounding connections shall be executed with the same thorough work as the
connections for normal current carrying parts. The work must be neatly installed
as careless grounding either in appearance or work, will be rejected.
2. Ground wires shall run in each P.V.C. conduit and sized per Article 250-95 of
the N.E.C.. Ground wires shall be terminated to the metallic enclosures of the
panels, disconnects, troughs, main switchboard, and outlet boxes.
END OF SECTION
16450 - 2
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16460
TRANSFORMERS
Issued Final
JAN I 0 2001
SECTION 16460
TRANSFORMERS
PART 1 - GENERAL
1.01 SCOPE
A. Totally enclosed, self-cooled, low audible sound level dry-type transformers of the
"KV A" rating indicated on Drawings. The transformers shall be indoor type, designed
for floor, wall, or ceiling mounting.
B. Coils shall be wound with copper or aluminum magnet wire vacuum impregnated with
nonhydroscopic, thermosetting varnish. Wound for 480 volt 3 phase Delta-connected
primary to 120/208 volt Wye-connected secondary. Transformer 30KV A and less shall
have four (4) 2Y2 percent taps below rated primary voltage. Transformers above 30
K.V.A. shall be equipped with two (2) 2Y2 percent taps above and two (2) 2Y2 percent
taps below rated primary voltage. Coils shall be designed for natural draft ventilation.
C. Insulation shall be Class "B", "F", or "H" 220E e.
D. Sound Level- Maximum accessible sound level for all K.V.A. ratings shall not exceed
45 decibels.
E. Enclosure shall be furnished with lifting brackets designed to facilitate handling and
installation. Ventilating openings shall be designed in a manner to prevent access to
lived parts.
F. General Construction - All transformers shall be constructed with core and coils
mounted on vibration mounting pads designed to suppress transmission of 120 cycle
frequencies and harmonics thereof. Pads shall be designed with consideration of coil and
core weight. Coils and core shall be grounded to the transformer enclosure by means of a
flexible grounding strap of adequate size. They shall carry the design load without
exceeding a 115 degrees C rise above 40 degrees C ambient. The design load shall be the
nameplate size of the transformer.
G. Installation - All transformers shall be mounted on external vibration dampener rubber
mounting pads, between the transformer enclosure, and the mounting brackets.
Transformers when wall mounted shall be mounted at maximum height above finished
floor. Proper channels and hangers shall be used to mount transformer in order to insure
a solid quiet installation. Wall mounting shall include vertical % inch pencil rod risers
attached to channels at ceilingjoist.
H.
Grounding - All transformers shall be grounded as indicated in this specification, Section
16450.
16460 - 1
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16460
TRANSFORMERS
PART 1 - GENERAL (continued)
I. Approved Manufacturers are General Electric, Jefferson, Sorgel, I.T.E. and
Westinghouse.
END OF SECTION
16460 - 2
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16470
PANELBOARDS
PART /- GENERAL
1.0 I SCOPE
Issued Final JAN 1 0 2001
SECTION 16470
PANELBOARDS
A. The Electrical Contractor shall review the electrical drawings for specific panelboard
requirements. The Panelboard Schematics specify - Voltage Characteristics; Mains; Lug
Size, Locations and Number; Branch Circuit Size, Number and Location; also Mounting
Method and Trim.
B. Panelboards include both lighting and Power Distribution type. The following is a list of
approved manufacturers by type, voltage, and use:
Application
Description
APPROVED MANUFACTURER AND TYPE
I.T.E.
General Square
Electric "D"
Westinghouse
120/208 volt lighting CDP-7
120/208 volt circuit CDP-7
120/208 volt fusible VB-6
480/277 volt lighting CDP-7
480/277 volt lighting CDP-7
and distribution
480/277 volt circuit CDP-7
breaker distribution
480/277 volt fusible VB-6
distribution
AQ NQOB PRL-l
CCB I-LINE PRL-4
QMR QMB PRL-4F
AE NHIB PRL-2
CCB I-LINE PRL-4
CCB I-LINE PRL-4
QMR
QMB
PRL-4F
NOTE: The above equipment shall be factory assembled unit only, not an assembly of miscellaneous
parts.
16470 - 1
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16470
PANELBOARDS
PART 2 -MATERIALS
2.01 CONSTRUCTION
A. Panelboard Enclosure shall be code gage galvanized sheet steel, 20 inch wide minimum,
with corners lapped and riveted for formed. The enclosure shall be painted as specified.
B. Panelboard Trim shall be for surface or recess mounting as indicated by the panel
schematics. Trim shall be full finish sheet steel fastened to cabinet (enclosure) by
approved adjustable clamps.
C. Panelboard Hinges shall be semi-concealed five knuckle steel with nonferrous pins, 180
degree opening, and located not more than four (4) inches form top and bottom nor
greater than 26 inches on center.
D. Panelboard Hardware shall be chrome plated flush type combination lock and catch with
two keys. Doors over 48 inches high shall have chrome plated vault handle, built-in lock,
and 3 point catch fastening door at top, center and bottom.
E. Panelboard Directory Holder shall be a metal frame with nonbreakable transparent cover
and typewritten list of circuits showing points supplied.
F. Panelboard Name Plates shall be Engraved Lamicoid as specified for switchboards, and
furnished on each panel to indicate the panel, and panel voltage.
PART 3 - EXECUTION
3.01 INSTALLATION
A. Panel board Mounting Boards shall be used for all panelboards mounted on outside wall.
The board shall be % inch minimum plywood with two coats of high quality gray paint.
B. Panelboard Mounting Height shall be 6'-6" maximum from finished floor to center line
or top switch or circuit breaker, unless indicated otherwise.
C. Panelboard Furred-in Mounting when called for on the drawings, panel boards and
conduits shall be furred-in by the General Contractor. The Electrical Contractor shall
provide a surface mounted installation, with flush type trim.
D. Panel board Circuit Numbering System shall be in accordance with the numbers shown
on the panel schematics. Phase sequence and circuit breaker location shall be strictly
adhered to, without exception.
E. Panelboard "Lock-Offs" as indicated on the panel schematics shall be furnished and
installed by the Electrical Contractor. NOTE: Where "L" is shown on Panel Schematic,
the Electrical Contractor shall provide a "Lock-Off' on that circuit, and lock the circuit
breaker in the "On" position.
16470 - 2
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16470
PANELBOARDS
PART 3 - EXECUTION (continued)
F. Panelboard Spare Conduits shall be furnished and installed by the Electrical Contractor
when a panel is either recessed, or furred-in. These conduits shall be sized to provide
capacity for future wiring of all spares within the panel. Run conduits form panel to
accessible ceiling space.
G. Panelboard Gutter Space shall be four (4) inches for 200 ampere mains, 6 inches for 400
ampere mains, eight (8) inches for 600 ampere or larger mains. Add four (4) inches for
each panel with through feeders.
H. Panelboard Lugs shall be secured to the mains by stud bolts. The Electrical Contractor
shall order panels with multi-cable lugs where indicated on the Panel Schematics.
I. Panelboard Grounding of all panels shall be accomplished by the use of neutral bonding
screw.
J. Lighting Panelboards shall be circuit breaker type only, without exception.
K. Distribution Panelboards may be circuit breaker of fusible type as indicated on the
Drawings. The type specified shall not be substituted without written approval from the
ArchitectlEngineer.
END OF SECTION
.
16470 - 3
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16475
OVERCURRENT PROTECTION DEVICES
Issued Final JAN 1 0 ZOOl
SECTION 16475
OVERCURRENT PROTECTION DEVICES
PART I - PRODUCTS
1.0 I CIRCUIT BREAKERS
A. Operation:
I. Quick-make, quick-break, with full contact pressure until the time of opening.
2. Thermal-magnetic trip with inverse time-limit characteristics to prevent tripping
on momentary overloads, but trip before dangerous values are reached.
3. Trip indicated by handle assuming a position distinctive from normal "Off' or
"On" position.
B. Construction:
I. Totally enclosed and sealed trip unit.
2. One, two, or three pole as indicated on the Drawings.
3. Multi pole breakers shall be common trip with one common thermal"magnetic
trip unit.
4. Trips free from handle.
5. Contacts shall be Non-Welding Type.
6. Breaker shall be bolted to the Panel Bus.
7. Ratings: Unless indicated otherwise, breakers shall be trip set to 20 arnps.
C. Breaker Frame and Interrupting Capacity
CONTINUOUS MANUFACTURER'S BREAKER
AMP. RATING FRAME DESIGNATION
INTERRUPTING RATING
RMS SYMMETRICAL
GENERAL LT.E. SQUARE
ELECTRIC liD"
20-100 TEB E-QB FA
TED EH FA
THED HE FH
16475 - 1
WESTING-
HOUSE
240V.
480V.
EB
EHB
10,000
18,000
14,000
HFB
65,000
25,000
Project Specifications Section 16475
BOYNTON BEACH MALL OVERCURRENT PROTECTION DEVICES
RENOVATION
Boynton Beach, Florida
PART 1 - PRODUCTS (continued)
TBI CE TRI-PAC FB 100,000 100,000
125-225 TFG FJ KA JA 25,000 22,000
TFK JL KA JA 25,000 22,000
TJJ JL KH LB 42,000 30,000
THJK4 HJ KA HKA 65,000 35,000
TB4 CJ TRI-PAC LA 100,000 100,000
.-
250-400 TJJ JJ LA LB 35,000 22,000
TJJ JJ LA LB 42,000 30,000
THJK4 HJ LAH HLA 65,000 35,000
TB4 CJ TRI-PAC LA 100,000 100,000
400-800 TKM8 KM MA 42,000 30,000
THKM8 HM MH HMA 65,000 35,000
TB8 CM PHF TRI-PAC NB 100,000 100,000
800-1200 TKS KP PAF NB 42,000 30,000
THKMIZ HP PAF HNB 65,000 35,000
THS CP TRI-PAC PB 130,000 85,000
THS CP TRI-PAC PB 200,000 100,000
1.02 FUSES
A. Dual Element Type
I. 1 to 600 ampere: 600 volt, 200,000 ampere RMS symmetrical interrupting
capacity. Bussman "Fusetron" or equal.
16475 - 2
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16475
OVERCURRENT PROTECTION DEVICES
PART 1 - PRODUCTS (continued)
B. Current Limiting Type:
I. 30 to 3000 ampere: 600 volt, 200,000 amperes RMS symmetrical interrupting
capacity; 600 ampere and over; bolted type. Bussman "KRPC" or approved
equal.
C. Spare Fuses:
1. Provide 3 spare fuses for mains and 6 spare fuses for all other types and sizes
used. Provide spare fuse cabinet (Bussman type "SFC" or approved equal).
END OF SECTION
16475 - 3
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16500
LIGHTING
PART 2 - LUMINARIES (continued)
F. Chandeliers, when Electrical Drawings indicate outlets for or location of a chandelier,
the Electrical Contractor shall furnish and install all required support, electric wiring,
and outlets, and install chandelier.
G. Recessed Fluorescent: The Electrical Contractor shall not install any fixtures until the
ceiling contractor has provided adequate support to the suspended ceiling grid. In the
event of inadequate support, the job superintendent shall be notified by the Electrical
Contractor. After adequate support has been provided, the Electrical Contractor may
proceed to install fixtures. Adequate support means a wire on the grid at each corner of
fixture:
I. All 4' x 4' recessed lay-in fixtures shall be ordered with a hole or hanger tab at
each corner and the Electrical Contractor shall attach a wire at each corner and
secure the 4' x 4' fixture independently of the ceiling. This means that all 4' x 4'
fixtures will have a wire on the corners of the fixture and also a wire on the grid
where this corner occurs.
2. When fixtures, other than 4' x 4' require additional support, it will be noted in the
lighting fixture schedule.
H. In instances where suspended ceiling construction is installed, provide and install
appropriate and adequate auxiliary supports. Auxiliary supports shall be rigidly attached
to substantial building construction. Additional wires shall be provided so that supports
will not deflect more than 1/360 ofthe span with twice the fixture weight. Provide
"scissor clips" on the "T" bar construction for installation of surface mounted fluorescent
fixtures. Provide supplementary support wires or clips as required by code.
1. Electrical Contractor shall furnish all necessary additional auxiliary supporting steel for
fixtures not mounted on building framework, and where necessary to span the ceiling
channels of hung ceiling construction.
J. Fixture outlet boxes shall be provided with hangers to adequately support the complete
weight of the fixture. Design of hangers and method of fastening other than shown on
the drawings or specified shall be submitted to the Architect/Engineer for approval.
K. Fixtures mounted on outlet boxes shall be rigidly secured to a fixture stud in the outlet
box. Accessories or extension pieces shall be installed where required to facilitate proper
installation. Surface mounted incandescent fixtures hall have the base slotted where
required to receive the "T" bar tile and fit snug against ceiling.
L. Unless otherwise directed, all pendant fixtures within the same room or area shall be
installed plumb and at a uniform height from the finished door.
M. At the completion of work, all lighting equipment shall be dusted and washed and left in
condition ready for use. Defective lamps and ballasts shall be replaced. All fixtures shall
be left clean and operational.
16500 - 3
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16500
LIGHTING
PART 2 - LUMINARIES (continued)
N. Lamps: The Electrical Contractor shall be responsible for replacing all defective lamps
during the construction period. The electrical contractor shall furnish to the D.P.M.I.
project manager a list of lamp types and quantities required for replacement of defective
units with sufficient lead time for ordering and delivery. Replacement of defective lamps
will be furnished by the General Contractor and/or Owner and installed by the Electrical
Contractor at the time of fixture cleaning (see item "M" above).
O. Ballasts: The Electrical Contractor shall be responsible for replacing all defective
fluorescent fixture and HID ballasts during the construction period. The Electrical
Contractor shall make all arrangements directly with the ballast manufacturer. The
ballast manufacturer will replace ballasts and compensate the Electrical Contractor for
labor costs. See manufacturer' guarantee for further details.
P. Flush mounted recessed fixtures shall be installed so as to completely eliminate light
leakage between the frame and the finished surface. Fixture housing, frame or canopy
shall provide a suitable cover for the fixture outlet box of fixture opening. Where sloping
ceilings occur, all recessed fixtures shall be of a type designed for the application and
shall be mounted to provide proper lighting.
END OF SECTION
16500 - 4
Section 16500
LIGHTING
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
:.;;
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PART 1- GENERAL
1.01 SCOPE
Issued Final
JAN 10 2001
SECTION 16500
LIGHTING
A. Definition:
1.
Lighting and Fixtures shall, by definition, include all fluorescent, incandescent,
wall bracket, chandelier, and/or other lighting assemblies used for general,
accent, or decorative illumination. Lighting fixtures and lamps shall be furnished
by the General Contractor and/or Owner for installation by the Electrical
Contractor. The Electrical Contractor shall be completely responsible for all
lighting fixtures and lamps from the time of receipt until the finished area is
turned over to the Owner (See Electrical Drawings for fixture and lamp location,
type, manufacturer, etc.). The following items further explain the Electrical
Contractors responsibilities.
8. Receiving:
1.
The Electrical Contractor shall receive all lighting fixtures and lamps that are
delivered to the job site; inspect same, and refer all claims for shortage and/or
damage to the shipper immediately for all required adjustment.
C. Record of Receipt:
D. Storage:
.,
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~~
I. The Electrical Contractor shall send a copy of the packing slip included in each
shipment of lighting fixtures and/or lamps to the General Contractor's Job
Superintendent on day of receipt. All shortages, and/or damage, as in Item 8.1
above, shall be noted and included with the packing slip.
I. The Electrical Contractor shall be totally responsible for the protection and
condition of all lighting fixtures and lamps from the time of receipt until the
finished room is turned over to the Tenant. All damage and/or missing fixtures
and lamps not noted at time of receipt, but found at the time of installation shall
be replaced and repaired by the Electrical Contractor at his expense. All lighting
fixtures and lamps shall be stored in one area. The Electrical Contractor shall
coordinate with the General Contractor's Job Superintendent to establish this
storage area in the best possible location.
2.
The Electrical Contractor shall provide all required equipment, etc. necessary to
maintain all lighting fixtures and lamps in a dry and otherwise good condition
during the storage period.
16500 - 1
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16500
LIGHTING
PART 1 - GENERAL (continued)
3. Lighting fixtures and lamps shall be pelletized when received, and stored in
room number order, one room per pallet.
4. The Electrical Contractor shall assign one man the complete responsibility of the
receiving, storage, and distribution of lighting fixtures and lamps. This man shall
maintain a continuous inventory of all lighting fixtures and lamps, including
number required, received, and installed; also, he shall control the receiving
operation so that fixtures and lamps will not be lost, stolen, or misplaced.
5. The Electrical Contractor shall keep the fixture supplier informed so that all
fixtures and lamps can be delivered to the job site when required.
PART 2 - LUMINARIES
2.01 GENERAL
A. The Electrical Contractor shall install all lighting fixtures as recommended by the fixture
manufacturer, as specified, as required by code and as indicated on the Electrical
Drawings.
B. Continuous Row Fluorescent fixtures shall be wired form one outlet located at the end of
the specific row and wired through the chassis connecting the indicated circuit as shown
on Drawings. The Electrical Contractor shall be responsible for investigation with the
Electrical Inspection Authorities to assure that through chassis wiring is permitted. If
through chassis wiring is not permitted, no compensation will be given for error of
drawings as to the actual number of outlets required. A minimum of two (2) supports
shall be installed on each fixture in the continuous row.
e. Single Fixtures shall have an outlet box provided for each fixture.
D. Special Mounting: When mounting fixtures to rock lath or acoustical ceilings, the
Electrical Contractor shall provide and install mounting angles and secure the fixtures all
in accordance with standard details. When mounting surface or pendant type fixtures to
metal lath and plaster, they shall be secured as per standard details. Should recessed
fixtures occur in metal lath and plaster ceilings, special mounting detail will be furnished
by the Architect/Engineer, if required. When locating outlets in suspended grid ceilings,
the electrical Contractor shall consult and cooperate with the Acoustical Contractor to
assure correct placement of fixtures in the grid. Approved clips may be used as fixture
support below suspended grid ceilings when the "T" bars are adequate to support the
load, with the cost of such additional support by the Electrical Contractor.
.
E.
Plaster Rings, when recessed fixtures require plaster frame or ring, the Electrical
Contractor shall deliver them to the General Contractor 30 days prior to the lathing
operation.
16500 - 2
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16620
EMERGENCY POWER
Issued Final
JAN 1 0 2001
SECTION 16620
EMERGENCY POWER
PART 1 - GENERAL
1.01 SCOPE
A. Emergency standby generator set shall meet all applicable requirements of Sections
] 6010 and 16050 ofthese specifications.
B. This section covers the emergency standby generator set.
C. All equipment necessary for a fully operational power supply shall be included.
D. Size of unit shall be as indicated on the contract drawings and rated on the standby
capacity.
PART 2 - PRODUCTS
2.01 MATERIALS
A. Engines shall be 4 cycles, with 1800 RPM maximum operating speed, governed by a
centrifugal or hydraulic governor to within three (3) cycles from no load to full load
generator output.
B. Fuel shall be commercial grade #2 diesel oil. Natural gas is acceptable as a fuel onlv
when primary building heating fuel is natural gas and natural gas is approved by
governing authorities without alternate fuel back-up requirements. The Electrical
Contractor is responsible for verification of fuel source prior to shop drawing submittal.
Equipment including fuel pump, fuel filter, air filters, diesel fuel tank, diesel fuel piping
and all necessary appurtenances required to provide a complete working diesel fuel
delivery system shall be furnished under this specification:
I. This contractor shall, where diesel fuel is used, furnish one filling of the fuel
tank.
e. Cooling shall be glycol mix or as recommended by the manufacturer with a mounted
radiator.
D. Lubrication shall be full pressure as supplied by a gear type oil pump.
E. Starting shall be 12V or as required by manufacturer from remote battery system.
F. Generator:
I. Shall be 4-pole, self-excited revolving field design.
16620 - 1
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16620
EMERGENCY POWER
PART 2 - MATERIALS (continued)
2. Automatic voltage regulation plus or minus two (2) percent at rated load. A
rheostat shall be provided with a plus or minus five (5) percent voltage
adjustment range.
3. Generator shall meet the NEMA STANDARDS for temperature rise and have
class F insulation rating.
4. Stable operating conditions shall be established within reasonable short time
following any sudden changes in load conditions.
5. The generator shall be directly connected to the engine by a maintenance free,
semi-flexible steel coupling. Gear or belt driven alternators are not permitted.
G. Generator and Engine Control Panel: Shall be mounted directly on the generator set by
shock-mounts and shall have the following controls:
I. Water Temperature Gauge with high temperature cut-out and signal light.
2. Oil Pressure Gauge with low pressure cut-out and signal light.
3. Run-Stop-Remote Switch. (No load on run.)
4. Automatic Over-Speed Shutdown and Signal Light.
5. Cranking Limiter and Signal Light.
6. Mainline Circuit Breaker, manual re-set.
7. AC Voltmeter and Selector Switch with positions for phase-to-phase and
phase-to-neutral readings.
8. AC Ammeter and Selector Switch with positions for phase-to-phase and
phase-to-neutral readings.
9. Frequency and Running Time Meter.
10. Rheostat for voltage adjustment.
H. Sub-baseIHousing:
I. Provide sub-base suitable for mounting the stand by generator unit on a concrete
pad. Provide vibration isolators between the generator unit and the sub-base.
Where a sub-base tank is utilized, provide additional vibration isolators between
the tank and the concrete pad. The additional weight of the tank and fuel shall be
taken into consideration when determining the size and type ofthese isolators.
16620 - 2
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16620
EMERGENCY POWER
PART 2 - MATERIALS (continued)
2. Standby generator for installation outdoors shall be provided with weatherproof
housing. Where unit is located within 1000 ft. of a residential area, housing to
be provided with critical silencing devices to reduce noise output to 70 DBA
(average) at a distance of seven (7) meters from the unit.
I. Approved Manufactures: Cummins/Onan, Kohler, Detroit Diesel, Caterpillar Tractor
Co., Generac Corporation, Magnetek.
2.02 DIESEL FUEL SUPPLY SYSTEM:
A.
All equipment including but not limited to fuel pumps, fuel filters, air filters, fuel tank,
fuel piping and all necessary appurtenances required to provide a complete working fuel
delivery system shall be furnished and installed by the Electrical Contractor as part of
this specification.
B. Fuel Tanks:
I. Interior Manual Stand Alone Supply Tank: Furnish and install floor mounted
interior manual supply tank. Tank shall be provided with appurtenances
including but not limited to the following:
a. Double wall construction with 60 gallon capacity and carry a U.L. label.
b. Accesses for filling and draining.
c. Fuel level indicator.
d. Provisions for ventilation.
2. Interior Sub-base Supply Tank: Furnish and install sub-base (skid mounted)
interior supply tank. Tank shall provided with appurtenances including but not
limited to the following:
a. Double wall construction with 60 gallon capacity and carry a U.L. label.
b. Accesses for filling and draining.
c. Fuel level indicator.
d. Provisions for ventilation.
e. Tank shall be designed for use with the specific motor-generator unit
furnished and shall be capable of supporting the weight ofthat unit.
16620 - 3
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16620
EMERGENCY POWER
PART 2 - MATERIALS (continued)
3. Exterior Sub-base Supply Tank: (For exterior located generators) Furnish and
install sub-base (skid mounted) exterior supply tank. Tank shall provided with
appurtenances including but not limited to the following:
a. Double wall construction with 60 gallon capacity and carry a U.L. label.
b. Accesses for filling and draining the interior tank.
c. Fuel level indicator.
d. Provisions for ventilation of the interior tank.
e. Inclusion of sensing device( s) for monitoring of airspace between the
interior and exterior tank walls.
f. Tank shall be designed for use with the specific motor-generator unit
furnished and shall be capable of supporting the weight of that unit.
4. APPROVED MANUFACTURERS: Pryco, Simplx, Tramont (TRX-60 Interior
Manual Tank Only)
C. Piping:
1 . All piping for diesel fuel systems shall be furnished and installed under this
specification.
2. All piping for diesel fuel system shall be schedule 40 black steel with malleable
iron fittings.
3. Fuel supply piping associated with the floor mounted manual supply tank to be
installed flush on floor. Route from tank to generator along finished floor.
Secure pipe to floor with manufacturer approved anchors.
4. Ventilation piping to be furnished and installed by the Mechanical Contractor
under Division 15.
2.03 NATURAL GAS FUEL
A. All piping, fittings, and gas regulating devices for natural gas fuel systems to be
furnished and installed by Mechanical Contractor under Division 15.
16620 - 4
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16620
EMERGENCY POWER
PART 2 - MATERIALS (continued)
2.04 AUTOMATIC TRANSFER SWITCH
A. Automatic transfer switch shall be a 3-pole, 60 HZ, electrically operated, mechanically
held assembly, break before make operation:
I. Voltage and current ratings shall be as indicated on the contract drawings. The
current rating shall be at least equal to the full load current of the generator.
2. Power outage or voltage drop of any phase below 70 percent shall start the plant.
Power line return or voltage on all phases at 90 percent shall retransfer load to
the normal source.
3. Time Delays (all adjustable):
a. Start = To avoid nuisance operation on momentary power interruptions
or dips.
b. Stop = For generator cool down after re-transfer.
c. Transfer = I to 10 seconds (minimum) after generator starts.
d. Re- Transfer = 2 to 30 minutes (minimum) after utility power restored.
B. Switch Assembly: Has an inherent interlock and the operating power shall be obtained
from the source to which the load is to be transferred:
1. Shall be enclosed in a suitable NEMA-I enclosure and shall be UL approved. It
shall include an auxiliary contact to indicate when the load is on standby
operation.
2. Shall be provided with indicator lights mounted on the face ofthe enclosure to
indicate the source of power supply (green-"normal, red--generator).
3. 3-Position selector switch shall be provided for the following:
a. Automatic.
b. Stop.
c. Test or Exercise. Generator to assume load in this position.
e. Main Contacts: Shall be rated to withstand all available short circuit currents and to
allow for inrush currents 15 times continuous rating.
I. Main contacts shall be silver-plated and suitable to carry both inductive and
non-inductive loads.
16620 - 5
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16620
EMERGENCY POWER
PART 2 - MATERIALS (continued)
2. The standard of the engine generator manufacturer provided the switch meets or
exceeds the above items and meets the following requirements:
a. The switch rating must be for continuous duty in an unventilated sheet
metal enclosure.
b. The switch shall be double throw, break before make operation.
c. The main contacts shall be mechanically attached to a common shaft and
be double break silver alloy wiping type.
d. The main contacts shall transfer in 500 milliseconds or less and shall be
protected by arcing contacts when rating of the switch exceeds 50
AMPS. .
D. Approved Manufactures: Asco, Kohler, Onan, Russell, Westinghouse, Zenith.
2.05 Accessores: The following shall be furnished by the generator manufacturer as part of the
standby generator system.
A. Battery: Shall be of Proper size with, solid state battery charger (independent of engine),
steel battery rack and, battery cables. The battery shall be standard of the engine
generator manufacturer.
B. Residential Silencer: Mounted in horizontal position with flexible connection and
exhaust system drain.
PART 3 - EXECUTION
3.01 INSTALLATION
A. General:
1. The STANDBY GENERATOR set shall be installed as noted on the contract
drawings. Under no circumstances shall any components including but not
limited to panelboards, transfer switches, fuel pump and fuel piping be located in
the main switchboard room.
2. ALL MECHANICAL WORK shall be installed in total conformance to the
applicable sections of these specifications, drawings and code regulations.
3. Install generator on four (4) inch high concrete housekeeping pad.
4. Secure proper amount of air exchange for combustion and cooling with
requirements provided to the appropriate Mechanical Contractor.
16620 - 6
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16620
EMERGENCY POWER
PART 3 - EXECUTION (continued)
B. Tests: Provide inspection and certified written test report of the engine-generator
performance at full load and 0.8 power factor.
C. FUEL OIL SYSTEM
I. Fuel supply piping associated with the floor mounted manual supply tank to be
installed flush on finished floor. Route from tank to generator along finished
floor. Secure pipe to floor with manufacturer approved anchors.
2. The contractor shall test and install the system per the manufacturer's
recommendations.
3. Immediately before installation, test the tank for leakage with an air test to five
(5) psig. Monitor the pressure for 30 minutes. Soap the tank and check for
leaks.
4. Provide anchors per the manufacturer's recommendations.
5. All threaded fittings shall withstand a minimum of 140 foot pounds of torque
and 1,000 foot-pounds of bending.
6. The installer must be certified by the tank and pipe manufacturers.
D. Oil Line Tightness Test:
I. Oil lines shall be tested after installation and before the piping is connected to
the burner equipment.
2. The suction piping shall be tested hydrostatically under air pressure at 2 times
the maximum system working pressure, or tested under a vacuum of not less
than'20 inches of mercury.
3. All pressure or vacuum should continue for not less than one (I) hour. If there is
no noticeable drop in the initial test pressure or vacuum, the lines can be
considered tight.
E. Service:
1. Adjust all components of the system for proper operation while system is
subjected to load testing at job site and prior to the operation demonstration.
2. Provide one 8-hour full day operation demonstration and instruction with
owner's representatives and the manufacturer's service personnel present.
3. Provide an inspection of the engine-generator after 180 days of acceptance and
full servicing of the unit, including a complete oil change.
END OF SECTION
16620 - 7
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16720
FIRE ALARM SYSTEM
Issued Final JAN 1 0 LUU I
SECTION 16720
FIRE ALARM SYSTEM
PART I - GENERAL
1.01 SCOPE
A. All equipment used for electrical work shall meet all applicable requirements of Sections
16010 and 16050.
B. This section covers fire alarm system and all associated equipment.
C. Provide all equipment required for a complete system regardless of indication on the
drawings.
D. Before submitting bid, this Contractor shall read all relevant documents, examine the
Drawings, and shall visit the site to become acquainted with all conditions that may
affect the execution of this division of work.
E. This contract shall include all required materials, equipment, and the performance of all
work including wire and final connections to install a complete and approved Remote
Station Signaling System.
F. Perform all work under this division so that the completed job shall be a neat and
professional installation.
G. It is not the intent of these specifications to provide a complete detailed description of
the apparatus, material, equipment, etc., which are required to make a complete
installation of a specified fire alarm system.
H. It shall be the responsibility of this contractor to verify all requirements, materials,
equipment and extent of all work necessary to produce a complete and operable
approved fire alarm system. System shall meet all National, State, Local and A.D.A.
codes currently in effect.
I. The alarm system contractor shall be a sub-contractor of the electrical contractor and
shall have a minimum of five (5) years experience in the field.
1.02 DESCRIPTION OF WORK
A. Expand the existing supervised fire alarm and smoke evacuation control panels. Panels
to be wired, connected and left in first class operating condition. All equipment shall be
approved by Underwriters Laboratories and FM approved.
16720 - 1
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16720
FIRE ALARM SYSTEM
PART 1 - GENERAL (continued)
B. The electrical contractor shall furnish and install all conduit pullboxes including
pullwires in the raceways and 120 volt wiring for the expansion of fire alarm and smoke
evacuation control panels.
e. The alarm contractor shall furnish and the electrical contractor shall install all wire.
D. The alarm contractor shall make all final connections unless noted otherwise.
E. Distribution contactors, line and load connections to contactors, conduit and wire for the
contactor control wiring and all final connections shall be by the electrical contractor.
F. The fire alarm system shall be equipped with a fire/voice comrnand system interfaced
with the project's background music and paging system. The fire alarm system
contractor shall coordinate interface connections with the sound system contractor. See
specifications Section 16770: Background Music and Paging.
1.03 DEFINITIONS
A. "Contractor" as use herein shall mean the alarm contractor and any of his
Subcontractors.
B. "Electrical contractor" as use herein shall mean the Division" 16" contractor and any of
his Subcontractors.
C. "Furnish" or "provide" as used herein shall mean to furnish, erect, install and connect up
complete and ready for operation, the particular work referred to unless specifically
indicated or specified otherwise.
D. "Indicated" or "shown" as used herein shall mean as indicated or shown on the drawings.
E. "Noted" as used herein shall mean as indicated on drawings and/or as specified.
F. The term "Architect/Engineer" as employed herein means DPMI.
G. "Drawings" as used herein shall mean all drawings that apply to work described in this
specification.
H. "Project Manager" as used herein shall mean the Project Manager or his authorized
representative.
1.04 FEES, PERMITS AND CERTIFICATES
A. This Contractor shall obtain all permits, inspections, and approvals as required by all
authorities having jurisdiction. All fees and cots of any nature whatsoever, incidental to
these permits, inspections, and approvals shall be assumed and paid by this Contractor.
16720 - 2
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16720
FIRE ALARM SYSTEM
PART 1- GENERAL (continued)
1.05 CODES AND STANDARDS
A. During this work, this Contractor shall be responsible for maintaining safety among
persons in the Contractor's employ in accordance with the standards set by the
OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970. The DPMI and
ArchitectlEngineer shall be held harmless for any accident, injury, or other incident
resulting form noncompliance with these standards.
B. All methods of design, installation, and operation shall be in accordance with the
regulations and standards of the current editions ofN.F.P.A. - 72 - Remote Station
Signaling Systems and N.F.P.A. - 70 - National Electrical Code. The complete system
shall meet all requirements of the A.D.A. and all local, state and national codes.
C. All materials and equipment shall be Underwriters' Laboratories, Inc. listed and Factory
Mutual approved for use in a Remote Station Signaling System.
PART2-MATERIALS
2.01 EQUIPMENT
A. Furnish and install a Simplex or approved equal fire alarm control panel to contain the
following:
1. CPU with the required zones for proper operation, programmable city
connection, alarm verifications, alpha numeric display and key-pad, strip printer
and waterflow Inhibit.
2. Battery back-up.
B. Manual Stations:
1. Furnished and installed adjacent to panel approved non-coded stations. Once
activated the pull handle shall remain at a 900 angle from the front of the station
to provide visual indication as to which station was activated. Station shall be
common keyed with control panel.
C. Signals:
1. Furnish and install where shown on drawings Simplex or approved equal
AudioNisual Unit. This unit shall consist of a Simplex or approved equal Horn
and Simplex or approved equal flashing light housed in the same back box, if
surface mounted, or four (4) inch square box for semi-flush mount.
2. The maximum pulse duration shall be .2 seconds with a maximum duty cycle of
40% as required per A.D.A.
16720 - 3
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16720
FIRE ALARM SYSTEM
PART 2 - MATERIALS (continued)
3. Minimum intensity shall be 75 candela per A.D.A.
4. The flash rate shall be a minimum of one (I) Hz and maximum of three (3) Hz
per A.D.A.
D. Heat Detectors:
I. Furnish and install Simplex or approved equal Heat Detectors as required by
ambient condition.
E. Duct Smoke Detectors:
I. Furnished by fire alarm contractor.
2. Installed by others.
3. Final connections to duct smoke detectors shall be by the fire alarm contractor.
F. Area Smoke Detectors:
I. Furnished and installed by fire alarm contractor.
2.
All connections by fire alarm contractor.
G. Remote Station Signal Transmitter:
1. Electrically supervised, capable of transmitting alarm and trouble signals over
telephone lines to remote station receiver as required.
H. Supervisory Devices:
1. Valve supervisory devices shall be Potter model OSYS-B, OSYS-U, PTS-B
and/or PIVS-B (or approved equal).
2. This contractor shall supply the valve supervisory device which are installed by
the sprinkler contractor.
3. This contractor shall wire the valve supervisory device complete.
1. Waterflow Detectors:
Waterflow detectors shall be vane flow type Potter model VSR-D (or approved
equal).
2. The sprinkler contractor shall furnish and install the flow detectors.
16720 - 4
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16720
FIRE ALARM SYSTEM
PART 2 - MATERIALS (continued)
3. This contractor shall wire the waterflow devices complete.
PART 3 - EXECUTION
3.01 WIRING
A. The electrical contractor shall furnish and install in accordance with the manufacturer's
instructions all wiring, conduit, and outlet boxes required for the installation and upgrade
of the complete system as described herein and as indicated on the drawings.
B, Ground alarm cable or wire per NEC requirements, not use conduit svstem as grounding
path.
e. Where local code permits, furnish and install non-conduit, plenum rated cable in hollow
spaces used as ducts and plenums.
D. Conductors shall be listed as having adequate fire-resistant and low smoke-producing
characteristics (such as Teflon FEP, Silicon or Halar FIRECURB) as noted in applicable
sections of NEe.
E. Low voltage non-conduit cable shall be in accordance with these specifications Section
16120: Wires and Cables.
F. Cable shall be UL approved as product classified for intended purpose; see National
Electrical Code.
G. Where applicable, vertical drops from plenum to detection device shall be in conduit and
back-box terminated.
H. All wires tagged at all junction points and shall test free of grounds, opens or shorts.
I. Final connections between equipment and the wiring system shall be made by the contractor
under the direct supervision of a representative of the manufacturer.
3.02 SUBMITTALS
A. All devices, combination of devices and equipment constructed and installed shall be
approved for the purposes for which they are installed.
B. Complete information regarding the system, including specifications, wiring diagrams, floor
plans and a detailed description ofthe operating process shall be submitted for approval prior
to installation of the system.
16720 - 5
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16720
FIRE ALARM SYSTEM
PART 3 - EXECUTION (continued)
e. Submit the indicated quantity of sets of the above information to:
1. DPMI, 100 DeBartolo Place, Youngstown, Ohio 44513, attention: Electrical
Engineering Department ( 4 sets).
2. Factory Mutual, Preston Ridge 111,3460 Preston Ridge, Suite 400, Alpharetta,
Georgia 30005. FM index #88613-76 (2 sets).
3. Local and State Authorities having jurisdiction (3 sets).
D. Furnish DPMI with copies of all correspondence to and from F.M. and the fire marshall.
E. The Electrical Contractor shall provide as built drawings indicating the exact routing of
conduit and the locations of all junction and pull boxes. The sprinkler alarm contractor shall
submit product data for all equipment used. Provide wiring diagrams, data sheets and
equipment ratings, layout, dimensions and finishes. Submit manufacturer's installation
instructions.
3.03 GUARANTEES
A. All work, equipment, and materials shall be guaranteed in writing against defects or faulty
workmanship for a period of one year from the date of written acceptance by the Project
Manager.
B. Labor to correct any faulty work, equipment, or materials shall be performed after regular
business hours so as not to interrupt the tenant's business.
3.04 PROTECTION
A. The contractor shall be responsible for work and equipment until finally inspected, tested and
accepted. After delivery and before and after installation, protect work against theft, injury or
damage. Carefully store material and equipment received on site which are not immediately
installed. Close open ends of work with temporary covers or plugs during construction to
prevent entry of obstructing material.
B. The contractor shall protect work, equipment and material of all other trades form damage
that might be caused by this work or workers and shall pay for all such damage.
C. The Contractor shall be solely liable for all damage whatever from injuries, including
wrongful death and property damage due to improper, illegal, or negligent conduct of the
Contractor, Contractor's subcontractors, employees or agents, or about the work caused by
the carrying out of this contract under these specifications or to any defects in or improper use
of labor, transportation, materials, tools, shoring forms, bracing, appurtenances, and/or
equipment.
16720 - 6
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16720
FIRE ALARM SYSTEM
PART 3 - EXECUTION (continued)
3.05 COOPERATION AND CLEAN-UP
A. It shall be the responsibility of each contractor to cooperate fully with the other contractors on
the job to keep the job site in a clean and safe condition. At the end of each days work the
Contractor shall properly store all tools, equipment, and materials and shall immediately
remove all tools, equipment, and any surplus materials and all debris caused by this portion of
the work.
3.06 MAINTENANCE AGREEMENT
A. This Contractor shall submit a separate bid to provide periodic inspections, tests, and proper
maintenance service when notified of a trouble alarm.
B. The periodic inspections and tests shall be performed at biannual intervals. The test results
shall be furnished in writing to said authorities.
END OF SECTION
16720 - 7
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16740
COMMUNICATIONS
1ssuedPinal JAN 10 ZOOl
SECTION 16740
COMMUNICATIONS
PART 1- GENERAL
1.0 I TELEPHONE SYSTEM
A. The Electrical Contractor shall interpret a telephone outlet (as indicated on drawings) as
flush floor or wall junction box with Y. inch minimum conduit, unless noted otherwise
on drawing, run to accessible ceiling space and stubbed. Provide pull strings in all empty
conduits.
B. Electrical Contractor shall furnish and install telephone power supply and grounding
system as indicated on Drawings and/or as required by the Telephone Company.
C. All required telephone terminal cabinets shall be furnished and installed by the
Telephone Company.
D. The Electrical Contractor shall furnish and install a four (4) pair, 24 gauge telephone
cable to each Mall and Concourse telephone outlet from the designated telephone
locations and leave six (6) foot pigtails on each end for final terminations by others.
E. Where local code permits, furnish and install non-conduit, plenum rated cable in hollow
spaces used as ducts and plenums.
F. Conductors shall be listed as having adequate fire-resistant and low smoke-producing
characteristics (such as Teflon FEP, Silicon or Halar F1RECURB) as noted in applicable
sections of NEC.
G. Low voltage non-conduit cable shall be in accordance with these specifications Section
16120: Wires and Cables.
H. Cable shall be UL approved as product classified for intended purpose; see National
Electrical Code.
I. Where applicable, vertical drops from plenum to detection device shall be in conduit and
back-box terminated.
J. All wires tagged at all junction points and shall test free of grounds, opens or shorts.
16740 - 1
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16740
COMMUNICATIONS
PART 1 - GENERAL (continued)
1.02 PROTECTIVE SYSTEMS
A. When indicated on Drawings, the Electrical Contractor shall provide conduit through walls,
floors and exterior masonry walls and install wiring and equipment as indicated for the
following systems:
1. Fire alarm system.
2. Energy management system.
3. Sound system.
4. Merchant Wire System.
END OF SECTION
16740 - 2
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16770
BACKGROUND MUSIC AND PAGING
Issued Final ~Ol
SECTION 16770
BACKGROUND MUSIC AND PAGING
PART 1 - GENERAL
1.01 SCOPE
A. All background music and paging equipment shall meet all applicable requirements of
sections 16010 and 16050.
B. This section covers paging, music equipment and installation including all wiring,
hardware, and other required parts and final connection of miscellaneous equipment and
devices provided by others.
e. The electrical contractor shall subcontract the services of a qualified sound system
contractor for the installation of a complete background music and paging sound system
in accordance with the drawings and specifications:
1. The sound system contractor may reuse existing components and equipment
where possible and as necessary shall upgrade the existing sound system for a
complete and operable background music and paging sound system. All reused
equipment and components shall be refurbished to like new conditions.
D. The electrical contractor shall include the following company in his sound system
bidders list:
I. DIGITAL MUSIC EXPRESS, 2220 Northwest Parkway, Suite 150, Marietta,
Georgia 30067, telephone (800) 369-8244, extension 30.
1.02 SYSTEM DESCRIPTION
A. Distribution of background music and paging throughout public areas of the Mall:
1. The sound system shall be designed to provide a high quality voice public
address system and a high quality background music system.
2. Speaker locations shall be designed to provide balanced audio throughout the
mall and concourse areas. An adequate number of well placed speakers shall be
indicated to provide good audio overlap. Speaker wattage's shall be set to
compensate for ceiling height and ambient noise levels.
3. Speakers shall be of high quality that shall faithfully reproduce the proper audio
signal.
16770 - 1
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16770
BACKGROUND MUSIC AND PAGING
Issued Final ~Ol
SECTION 16770
BACKGROUND MUSIC AND PAGING
PART I - GENERAL
1.01 SCOPE
A. All background music and paging equipment shall meet all applicable requirements of
sections 16010 and 16050.
B. This section covers paging, music equipment and installation including all wiring,
hardware, and other required parts and final connection of miscellaneous equipment and
devices provided by others.
C. The electrical contractor shall subcontract the services of a qualified sound system
contractor for the installation of a complete background music and paging sound system
in accordance with the drawings and specifications:
I. The sound system contractor may reuse existing components and equiprnent
where possible and as necessary shall upgrade the existing sound system for a
complete and operable background music and paging sound system. All reused
equipment and components shall be refurbished to like new conditions.
D. The electrical contractor shall include the following company in his sound system
bidders list:
1. DIGITAL MUSIC EXPRESS, 2220 Northwest Parkway, Suite 150, Marietta,
Georgia 30067, telephone (800) 369-8244, extension 30.
1.02 SYSTEM DESCRIPTION
A. Distribution of background music and paging throughout public areas of the Mall:
1. The sound system shall be designed to provide a high quality voice public
address system and a high quality background music system.
2. Speaker locations shall be designed to provide balanced audio throughout the
mall and concourse areas. An adequate number of well placed speakers shall be
indicated to provide good audio overlap. Speaker wattage's shall be set to
compensate for ceiling height and ambient noise levels.
3. Speakers shall be of high quality that shall faithfully reproduce the proper audio
signal.
16770 - 1
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16770
BACKGROUND MUSIC AND PAGING
Issued Final ~Ol
SECTION 16770
BACKGROUND MUSIC AND PAGING
PART I - GENERAL
1.01 SCOPE
A. All background music and paging equipment shall meet all applicable requirements of
sections 16010 and 16050.
B. This section covers paging, music equipment and installation including all wiring,
hardware, and other required parts and final connection of miscellaneous equipment and
devices provided by others.
C. The electrical contractor shall subcontract the services of a qualified sound system
contractor for the installation of a complete background music and paging sound system
in accordance with the drawings and specifications:
I. The sound system contractor may reuse existing components and equipment
where possible and as necessary shall upgrade the existing sound system for a
complete and operable background music and paging sound system. All reused
equipment and components shall be refurbished to like new conditions.
D. The electrical contractor shall include the following company in his sound system
bidders list:
I. DIGITAL MUSIC EXPRESS, 2220 Northwest Parkway, Suite 150, Marietta,
Georgia 30067, telephone (800) 369-8244, extension 30.
1.02 SYSTEM DESCRIPTION
A. Distribution of background music and paging throughout public areas of the Mall:
I. The sound system shall be designed to provide a high quality voice public
address system and a high quality background music system.
2. Speaker locations shall be designed to provide balanced audio throughout the
mall and concourse areas. An adequate number of well placed speakers shall be
indicated to provide good audio overlap. Speaker wattage's shall be set to
compensate for ceiling height and ambient noise levels.
3. Speakers shall be of high quality that shall faithfully reproduce the proper audio
signal.
16770 - 1
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16770
BACKGROUND MUSIC AND PAGING
PART 1 - GENERAL (continued)
4. The sound system shall be zoned as necessary to provide for the different
acoustics and ambient noise levels inherent with the various areas ofthe mall.
Generally these area would be the food court, central mall, high ceiling at major
department stores, each concourse area, public corridors and mall offices.
5. Each zones shall be provided with a separate volume control.
6. Each zone shall be capable of having the background music turned off in that
zone without effecting the music in any other zone and shall be able to provide
public address to that zone either through a microphone jack in that particular
zone or from a microphone at the sound system equipment location.
7. Paging shall have priority over any music or local program.
B. Provide a local microphone input jack at each performance area indicated on plans. The
action of plugging in a microphone shall automatically override background music in the
respective zone.
e. The background music/paging system shall be connected to the project's fire alarm
system. The sound system contractor shall coordinate all work and materials required to
integrate the two (2) systems with the fire alarm contractor. See specifications Section
16720: Fire Alarm System. In the event of fire, the voice/fire command center shall
automatically take control ofthe background music/paging system.
1.03 QUALITY ASSURANCE
A. Installer Qualifications: Sound and communications specialty installer shall have a
minimum of five (5) years experience in the design, fabrications, installations, checkout
and warranty repair of the communications system; fully licensed and bonded,
employing qualified licensed sound technicians.
B. Work: Professional quality, best commercial practice and accomplished by persons
experienced in the techniques and standards found in this industry.
C. Field Tests: At the completion of the installation, perform all tests necessary to insure
proper completion of the installation. Demonstrate correct operation of the system to the
Engineer and Owner or his agent at the time of completion.
1.04 SUBMITTAL
A. The sound system contractor shall submit a complete of installation plans for approval
prior to ordering any equipment or starting any work. Installation plans shall show
location of sound system equipment and speakers, mounting details, wattage's, design
parameters, etc.
16770 - 2
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16770
BACKGROUND MUSIC AND PAGING
PART 1- GENERAL (continued)
B. The sound system subcontractor shall submit printed rnanufacturer's literature, data
sheets and/or catalog cuts for all items which are prefabricated and will be provided as
part of the work of this section. Submit shop drawings for installation where specified.
C. Operations Manuals: Include a record of all typical control settings, locations of all
remote volume control, as-built block and wiring diagrams for all systems and a list of
cable identification codes.
D. Record Drawings: Provide complete tagging and labeling all communication lines at the
main equipment console and the intercom equipment locations as part ofthe record
drawings.
1.05 SCHEDULE
A. Paging system shall be operational prior to building occupancy.
B. Backgmund music shall be operational prior to Opening.
PART 2 - PRODUCTS
2.01 COMPONENTS
A. Loud Speaker Assemblies:
1. In suspend~d acoustical ceiling tile:
a. Backboxes, T - Bar supports, speakers, baffles and transformers to match
existing mall.
b. Transformer taps: shall be at the wattage indicated herein or as indicated
on the drawings.
1) Set tap for one (1) watt up to 10 foot ceiling height.
2) Set tap for two (2) watts above 10 foot to 15 foot height.
3) Set tap for four (4) watts above 15 foot to 50 foot height.
2. In gypsum wallboard ceiling:
a. Backboxes, T-Bar supports, speakers, baffles and transformers to match
existing mall.
16770 - 3
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16770
BACKGROUND MUSIC AND PAGING
PART 2 - PRODUCTS (continued)
b. Transformer taps: shall be at the wattage indicated herein or as indicated
on the drawings:
I) Set tap for one (1) watt up to to foot ceiling height.
2) Set tap for two (2) watts above 10 foot to 15 foot height.
3) Set tap for four (4) watts above 15 foot to 50 foot height.
3. In exposed structure ceiling:
a. Backboxes, T-Bar supports, speakers, baffles and transformers to match
existing mall.
b. Transformer taps: Shall be at the wattage indicated herein or as
indicated on the drawings:
I) Set tap for one (1) watt up to 10 foot ceiling height.
2) Set tap for two (2) watts above 10 foot to 15 foot height.
3) Set tap for four (4) watts above 15 foot to 50 foot height.
4. In offices:
a. Backboxes, T -Bar supports, speakers, baffles, and transformers to match
existing mall.
b. Transformer taps: Shall be at the wattage indicated herein or as
indicated on the drawings.
I) Set tap for Y, watt.
5. In maintenance room:
a. Backboxes: T -Bar supports, speakers, baffles, and transformers to
match existing mall.
b. Transformer taps: Shall be at the wattage indicated herein or as
indicated on the drawings:
I) Set tap for one (1) watt.
B. Microphones shall be of high quality with excellent frequency response for covering the
range of the human voice. They shall be switched "on" with a built in momentary
switch.
16770 - 4
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16770
BACKGROUND MUSIC AND PAGING
PART 3 - EXECUTION
3.01 INSTALLATION
A. General:
1. Furnish all devices as indicated on the drawings, described herein, or as
necessary for a complete job. Exercise all due care in handling of materials prior
to installation.
B. Cable Pulling:
1. A pull-wire shall be found in all raceways as provided by the electrical
contractor.
2. Sound system subcontractor shall pull all cable and shall take care to avoid
damaging the cable.
C. Loud Speaker Assemblies - Recessed Ceiling:
I. Coordinate with the ceiling subcontractor regarding the number and placement
of precut tile sections.
2. Coordinate with the Architect and painting subcontractor, regarding the painting
of speaker baffles located in ceilings that are not white. Refer to architectural
plans for color.
3. Provide speaker assemblies and install all connectors and junction box
coverplates as provided by the electrical subcontractor.
4. Bundle excess cable at each speaker location and insure that the baffle seats
firmly to the ceiling tile upon completion.
5. Insure uniformity regarding visible screw head alignment baffles where
applicable.
3.02 CABLE INSTALLATION AND WORK
A. The electrical contractor shall furnish and install in accordance with the manufacturer's
instructions all wiring, conduit, and outlet boxes required for the installation and upgrade
of the complete system as described and as indicated on the drawings.
B. Where local code permits, furnish and install non-conduit, plenum rated cable in hollow
spaces used as ducts and plenums.
C. Conductors shall be listed as having adequate fire-resistant and low smoke-producing
characteristics (such as Teflon FEP, Silicon or Halar FIRECURB) as noted in applicable
sections ofNEC.
16770 - 5
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16770
BACKGROUND MUSIC AND PAGING
PART 3 - EXECUTION (continued)
D. Low voltage non-conduit cable shall be in accordance with these specifications Section
16120: Wires and Cables.
E. Cable shall be UL approved as product classified for intended purpose; see National
Electrical Code.
F. Where applicable, vertical drops from plenum to detection device shall be in conduit and
back-box terminated.
G; All wires tagged at all junction points and shall test free of grounds, opens, or shorts.
H. Final connections between equipment and the wiring system shall be made by the contractor
under the direct supervision of a representative of the manufacturer.
1. Enclose all splices in metal junction boxes:
I. Solder all paging/music speaker connections.
J. Group and neatly bundle cable as to type, and rout from source to terminate in a uniform
manner throughout all equipment housings and at all equipment locations. Take care not to
break the insulation or deform the cable by harness supports.
K.
Do no group high and low or medium level audio cable together.
L. Do no install power distribution wiring adjacent to signal or audio cables.
M. Neatly shorten power cords to the proper length from individual equipment to power outlet
strips.
N. Terminate audio and control wires in crimp-on lugs at terminal strips or with other approved
devices.
O. Ground Systern:
1. The technical ground system shall be of the "true" type with a main single tie point
brought to the building ground.
2. Connect all equipment in a particular system to the main building ground at only one
point.
3.03 FIELD QUALITY CONTROL
A.
Test background music and paging system and adjust as necessary for proper operation.
Preset and mark all volume and equalizer controls.
16770 - 6
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16770
BACKGROUND MUSIC AND PAGING
PART 3 - EXECUTION (continued)
3.04 DEMONSTRATION
A. Prior to building occupancy, at a time mutually agreeable between the installer and the
Owner, provide demonstration and instruction to the Owner's employees on the use ofthe
system.
END OF SECTION
16770 - 7
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16850
HEATING AND COOLING
IssuedFinalJAN 10 ZOOl
SECTION 16850
HEATING AND COOLING
PART 1 - GENERAL
1.01 MOTOR AND POWER OUTLETS
A. General:
1.
2.
,
-
3.
4.
Motor outlet indicates power supply circuit to motor only.
Motor controller and connections are not included.
Motor control wiring is not included.
Air conditioning equipment, control panels, motor controls, control wiring and
connections shall be by others and is not a part of this Electrical Contract.
B. Domestic Hot Water Circulating Pump:
I. The Electrical Contractor shall provide power feed and no-fuse disconnect
switch at pump location, also make final electrical connections to pump motor.
Plumbing Contractor shall furnish and install pump.
C. Package Roof-Top A.C. Unit:
I. Electrical Contractor shall provide power feed and disconnect switch, mounted
5'-0" or less form the "Power Input Terminals" of the unit. The HV AC
CONTRACTOR shall extend power wiring form load side of the disconnect
switch to the unit, also complete all required control and-interlock wiring.
D. Self-Contained Air Conditioning Unit with Remote Air Cooled Condenser:
I. The Electrical Contractor shall provide power feed and disconnect switch,
mounted 5'-0" or less form the "Power Input Terminals" of the air conditioning
unit in room. The HV AC Contractor shall extend power wiring from the load
side of the disconnect switch to the unit, also extend control and interlock wiring
from the unit to the condenser on the roof.
E. Sump Pumps:
1.
Electrical Contractor shall provide power feed and outlet, and make all required
electrical connections to place the pump in operation. The Plumbing Contractor
shall furnish and install the pump.
16850 - 1
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16850
HEATING AND COOLING
PART i-GENERAL (con/inued)
F. Thermostat:
I. Electrical Contractor shall furnish and install junction box and conduit between
location of thermostat and unit requiring same. The HV AC contractor shall
furnish and install all thermostats and thermostat wiring. NOTE: See
specifications section 16920 for Mall and Concourse Heating and Air
Conditioning units controlled by the Energy Management System.
G. Baseboard Heaters (Electric):
I. The Electrical Contractor shall provide feed, install baseboard heater and make
final connections. The HV AC Contractor shall provide baseboard heater.
H. Duct Heater (Electric):
1. The Electrical Contractor shall run power feed, make final electrical connections
to contactor provided as part of unit by the HV AC Contractor.
2. Control and interlock wiring shall be furnished and installed by the HV AC
Contractor.
I. Circulating Pumps:
1. The Electrical Contractor shall provide power supply circuit from the electrical
panel to a no-fuse disconnect switch 5'-0" or less from the pump drive motor
"Power Input Terminals".
2. The HV AC Contractor shall extend power feed from disconnect switch to pump
drive motor and complete all required control work including control equipment
and wiring.
J. Exhaust Fan:
I. The Electrical Contractor shall provide power feed and make final connections
to exhaust fan disconnect (provided by others), also furnish and install wall
switches and motor starters as indicated on drawings.
2. The HV AC Contractor shall provide exhaust fan with disconnect switch
furnished as part of unit. When exhaust fan installation requires a motor starter,
the HV AC shall provide motor starter, the HV AC shall install all required
control or interlock wiring.
3. When exhaust fan requires a motor starter, the Electrical Contractor shall make
final power connections to the starter, fan motor and disconnect.
16850 - 2
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16850
HEATING AND COOLING
PART i- GENERAL (continued)
K. Split-System (Fan Coil Air Conditioning Unit with Remote Air-Cooled Condensing
Unit):
I. The Electrical Contractor shall provide power feed and disconnect switch,
mounted 5'-0" or less from the "Power Input Terminals" ofthe air cooled
condensing unit on roof.
2. The HV AC CONTRACTOR shall extend power wiring from load side of
disconnect switch to the unit, also complete all control and interlock wiring
between units.
L. Unit Heater (electric):
1. The Electrical Contractor shall provide power feed and disconnect switch also
make final connections to unit heater. The HV AC Contractor shall provide unit
heater with proper contactors, transformers, etc. as required by the National
Electrical Code.
END OF SECTION
16850 - 3
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16900
CONTROLS
Issued FinalJAN 1 0 2001
SECTION 16900
CONTROLS
PART 1- GENERAL
1.01 SCOPE
A. All control devices and equipment shall meet all applicable requirements of Sections
16010 and 16050.
B. This Section covers timeswitches, contactors, relays, and lighting control.
PART 2 - MATERIALS
2.01 CONTACTORSANDRELAYS
A. Shall be "Magnetically held", 600 volts with required auxiliaries, contacts and of
ampacity and poles as indicated on the drawings. Enclosures as required.
B. Magnetic contactors and relays shall be used in conjunction with time switches and/or
the Building Automation System and shall be of the ampacity, poles, and construction as
indicated on the drawings; acceptable manufacturers are Square D, G, E, and Allen
Bradley.
2.02 TIMES WITCHES
A. Timeswitches shall be of the type and ampacity indicated on the drawings.
B. Dial shall be 24 hour with same "on" - "off' time each day. A skip-a-day feature shall
be provided which will by-pass the "on" tripper operation of preselected days.
C. Timeswitch enclosure shall be recessed or surface mounted (as required) NEMA
construction.
D. Approved timeswitch manufacturers are Paragon and Sangamo.
END OF SECTION
16900 - 1
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16920
ENERGY MANAGEMENT SYSTEM
~Ol
Issued Final
SECTION 16920
ENERGY MANAGEMENT SYSTEM
PART 1 - GENERAL
1.01 SCOPE
A. All energy management system devices and equipment shall meet all applicable
requirements of Sections 16010 and 16050.
B. This Section covers expansion of the existing Andover Controls energy management
system.
1.02 SCOPE OF WORK
A. The electrical contractor shall be responsible for mounting and final connection of all
energy management system components and devices including but not limited to;
I. Mounting Andover Control Panels, interface panels and relay enclosures as
shown on the plans.
2.
Mounting all temperature sensors. (Outdoor, in-duct and space temperature
sensors)
3. Making all terminations of control wiring in Andover Control Panels, interface
panels, relay enclosures and at sensors.
4. Supply 120 volt V AC to all EMS panels and contactors as shown on the
drawings and as required by the system.
s. Furnishing, installing and terminating all wiring related to the EMS, EMS
sensors, control panels, relay enclosures, lighting contactors, interface panels,
etc. as noted on the drawings and as required for a complete and operational
system.
6. Installing KW transducers and current transformers if shown on the drawings.
7. Furnish and install conduit throughout construction for control cables in walls,
inaccessible ceiling spaces, outside and areas subject to physical damage.
Control cables in accessible ceiling spaces maybe run exposed.
8. Furnish and install line voltage lighting contactors at or near the lighting panels
as indicated on the drawings.
16920 - 1
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16920
ENERGY MANAGEMENT SYSTEM
PART 1- GENERAL (continued)
B. The Energy management contractor shall furnish for installation by the electrical
contractor all Andover Control Panels, interface panels, relay enclosures, space
temperature sensors, kw transducers (if used), current transformers (if used), in-duct
temperature sensors, outdoor temperature sensor and all other equipment related to the
energy management system.
C. The energy management contractor shall be responsible for start up, check out, and
programming the system. The electrical contractor shall check all terminations against
the drawings but DO NOT power up the system until directed to do so by the energy
management contractor.
D. The energy management contractor shall furnish and install a new on site graphical front
end system consisting of a computer and monitor, tape backup system, printer, SX8000
software, coax network cable, and all programming. The electrical contractor shall
install the network coax cable from the new Andover Controls system master unit to a
location in the mall office as designated by the mall manager on the job.
PART2-MATERIALS
2.01 CONTACTORS AND RELAYS
A. Magnetic contactors shall be used in conjunction with the Building Energy Management
System and shall be of the ampacity, poles and construction as indicated on the
drawings, Acceptable manufacturers are Square D, G, E, and Allen Bradley. Lighting
contactors shall be by the electrical contractor.
2.02 SYSTEM COMPONENTS
A. Control panels shall be by Andover Controls.
B. Relays and relay enclosures shall be as furnished preassembled and prewired by the
energy management contractor. See drawings for size and location.
C. Interface panels shall be as furnished by the energy management contractor. See
drawings for size and location.
D. All other system components (space temperature sensors, kw transducers (if used),
current transformers (if used), in-duct temperature sensors, outdoor temperature sensor,
etc.) shall be as furnished by the energy management contractor. See drawings for size
and location.
2.03 CONDUCTORS
A. Communications Cable (data cables) between Andover units shall be stranded 2
conductor 24 gage shielded cable, Beldon #88102, Anixter #9J2401021 or Energy
Electric Cable Inc. #ZS23743 plenum rated cable.
16920 - 2
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16920
ENERGY MANAGEMENT SYSTEM
PART 2 - MATERIALS (continued)
B. L-Bus Communications cable (between Andover Panels) shall be stranded 4 conductor
24 gage cable, Beldon #89729 or Anixter #9J2402061 plenum rated cable.
PART 3 -EXECUTJON
3.01 INSTALLATION
A. Power wiring shall conform to the applicable requirements of Sections 16010 and 16050.
Low voltage non-conduit wiring shall be in accordance with these specifications section
16120: Wires and Cables.
B. Where applicable vertical drops to sensors and equipment shall be in conduit. Furnish a
conduit system thru all non-accessible areas through leasable tenant area, where exposed
to physical damage and/or as required by code.
3.02 CABLE INSTALLATION AND WORKMANSIDP
A. Where local code permits, furnish and install in accordance with manufacturers
instructions all wiring, conduit and junction and outlet boxes as required for the
installation and upgrade of the complete system as described and as indicated on the
drawings.
B. Where local code permits, furnish and install non-conduit, plenum rated cable in hollow
spaces used as ducts and plenums.
C. Conductors shall be listed as having adequate fire-resistant and low smoke-producing
characteristics (such as Teflon FEP, Silicon or Halar F1RECURB) as noted in applicable
sections ofNEC.
D. Low voltage non-conduit cable shall be in accordance with these specifications Section
16120: Wires and Cables.
E. Cable shall be UL approved as product classified for intended purpose; see National
Electrical Code.
F. Where applicable, vertical drops from plenum to detection device shall be in conduit and
back-box terminated.
G. All wires tagged at all junction points and shall test free of grounds, opens or shorts.
H. Final connections between equipment and the wiring system shall be made by the contractor
under the direct supervision of a representative of the manufacturer.
I. Enclose all splices in metal junction boxes.
16920 - 3
Project Specifications
BOYNTON BEACH MALL
RENOVATION
Boynton Beach, Florida
Section 16920
ENERGY MANAGEMENT SYSTEM
PART 3 - EXECUTION (continued)
J. Group and neatly bundle cable as to type, and route from source to terminate in a uniform
manner throughout all equipment housings and at all equipment locations. Take care not to
break the insulation or deform the cable by harness supports.
K. Terminate control wires in crimp-on lugs at terminal strips or with other approved devices.
L. All wiring shall be labeled at both ends and color continuity shall be carried throughout the
system. Wires shall be terminated to terminal blocks with stak-on connectors.
M. Network coax cable provided by the energy management contractor shall be installed in
conduit by the electrical contractor (see drawings).
END OF SECTION
16920 - 4