TOLLING INFRASTRUCTURE REQUIREMENTS - Florida's Turnpike

Florida Department of Transportation
Florida’s Turnpike Enterprise
TOLLING INFRASTRUCTURE REQUIREMENTS
(TPPPH Version)
May 6 th 2010

Tolling Infrastructure Requirements TPPH Chapter 34
TABLE OF CONTENTS
I. GENERAL TOLLING REQUIREMENTS .........................................................................1
II. TOLLING INFRASTRUCTURE CRITERIA ....................................................................2
A. Lanes and Shoulders ........................................................................................................................ 2
B. Maintenance Access......................................................................................................................... 2
C. Toll Equipment Gantry Structures General Criteria ........................................................................ 2
D. Toll Equipment Gantry Structural Requirements ............................................................................ 3
E. Vertical Clearance ............................................................................................................................ 4
F. Longitudinal and Lateral Footprints ................................................................................................ 5
G. Horizontal Support Pipes ................................................................................................................. 5
H. Toll Equipment J-Arms .................................................................................................................... 6
I. Toll Equipment Arm Attachment Hardware .................................................................................... 6
J. Infrastructure for Toll Equipment Structure and Roadside Tolling Equipment ............................... 7
K. Infrastructure for the Pavement Tolling Loops ................................................................................ 9
L. Toll Equipment Buildings and Tunnels ......................................................................................... 10
M. Infrastructure for the Toll Equipment Buildings and Tunnels ....................................................... 12
N. Tolls Communications Design ....................................................................................................... 14
O. Toll Equipment Mounting on Existing Plaza Canopies ................................................................. 18
P. Toll Equipment Installation Pre-Requisites ................................................................................... 18
Q. Toll Equipment Removal ............................................................................................................... 20
R. Traffic Control and Toll Plaza Lane Closure Restrictions ............................................................. 20
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Tolling Infrastructure Requirements TPPH Chapter 34
APPENDICES
1. Toll Equipment Arm Positioning Diagrams and Equipment Areas
2. Toll Equipment Arm (Typical)
3. Not Used
4. Not Used
5. Toll Equipment Cabling Inventory
6. Loop Electrical Infrastructure Layout and Details
7. Concrete Toll Equipment Building
8.1 and 8.2 Pre-fabricated Building Design Plans Examples
9. Access Control and Security System Electrical Infrastructure Example
10. Not Used
11. Encompass 6 (E6) Technical Specifications
12. HEFT AET Gantry Design Example
13. Tolling Site Acceptance Check List
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Tolling Infrastructure Requirements TPPH Chapter 34
I. GENERAL TOLLING REQUIREMENTS
• This document was originally developed to be used in Design/Build contracts. Apply it
accordingly for Design/Bid/Build contracts.
• This document by itself does not contain all of the requirements necessary to provide the
infrastructure for a fully functional tolling system. For additional requirements, directly or
indirectly related to tolling, refer to other documents such as: TPPPH Electrical Specifications,
RFP, Bid Proposal Plans, Intelligent Transportation Systems Specifications, Regent Codes, IEEE,
and other applicable/related documents.
• The term “Plans” refer to the plans developed by the EOR of a Design/Bid/Build contract.
• The Florida Turnpike Enterprise’s (FTE) Tolling Equipment Contractor (TEC) shall provide,
install, and activate all new toll equipment and toll equipment cabling. The TEC shall also
remove applicable existing tolling equipment and cabling.
• Provide infrastructure to support tolling. This includes but is not limited to: Toll equipment
gantry structures, structural support members for horizontal pipes, horizontal support pipes, toll
equipment arms (j-arms), toll equipment arm attachment hardware, toll plaza canopy
modifications, full depth pavement under the gantry, NEMA enclosures, concrete pads,
directional bores, underground concrete duct banks, wireways, pullboxes, conduits, new toll
equipment support buildings, modifications to existing toll equipment support buildings and
tunnels, building/tunnel penetrations, maintenance access, generators, fuel storage tanks,
uninterruptable power supplies, communications, utilities, mechanical, plumbing, electrical and
ITS. Provide these and other items per descriptions and appendices referenced herein and in
other related documents.
• Maintain the existing tolling system operational until the new tolling system is tested by the TEC
and activated by FTE such that it is collecting tolls. Do not disrupt the current tolling system and
any associated sub-systems and facilities during construction. This includes, but is not limited to
the following: electrical service, telephone, air conditioning, vehicle enforcement and
surveillance cameras, all toll equipment, loops, treadles, gates, booths, man-saver gates, conduit
infrastructure, plaza and canopy lighting/signals, signage, lightning protection, grounding, and
any other existing items (systems, subsystems, or facilities) within the vicinity of the toll plaza.
Immediately restore any disruptions to full functionality within 24 hours after the occurrence of
the disruption except as noted in the Intelligent Transportation System (ITS) related documents.
Incur all costs associated with repairs made by FTE or any FTE sub-contractors and revenue
losses due to any disruptions caused. Current contracted unit rates charged by the repairing entity
apply.
• The locations of the toll equipment structure, toll equipment building/room, Encompass 6 (E6)
enclosure, and loop pavement have been identified in the Concept, RFP, or in the Plans. If
locations different than those shown in these documents are proposed, coordinate with and obtain
approval from FTE Toll Facilities Manager and follow the criteria defined in this document.
Refer to other sections in this document for specific requirements when locating toll equipment
gantry structures and other tolling elements.
• In order to comply with regulations and to receive a permit from the FCC, all new toll facilities or
lanes shall include the latitude and longitude callouts for the SunPass Antenna System locations.
This should be done for the center of the new structure (gantry, canopy, lanes etc.). This
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Tolling Infrastructure Requirements TPPH Chapter 34
information should be included in the 60% toll facility site plan and should include the
latitude/longitude in degrees, minutes, and seconds as well as the northing and easting with the
datum used callouts for verification.
II. TOLLING INFRASTRUCTURE CRITERIA
A. Lanes and Shoulders
• Appendix 1 provides a plan view of the positioning requirements for the overhead toll equipment
j-arms. Appendix 1 was developed for 1, 2, and 3 lane roadway cross sections. For different
roadway cross sections, consult with the Department. Note that the overhead toll equipment arm
spatial positioning is directly related to the all roadway aspects, specially the roadway striping.
B. Maintenance Access
• A safe area for maintenance technicians to access and service roadside tolling related
infrastructure such as new or existing toll equipment support buildings, tunnels, toll equipment
structures, E6 enclosures, gantry mounted E6s, and loop pullboxes shall be provided.
• The new or existing maintenance areas shall allow for safe ingress and egress, parking, and
staging of at least two maintenance vehicles, such as box vans, bucket trucks, scissor lifts trucks,
etc.
• The area shall be stabilized and physically protected by barrier wall. New and existing example
maintenance access areas for each tolling site can be provided by the Department upon request.
• The door of existing and new equipment buildings shall be unobstructed to provide access for
maintenance technicians, tolling equipment, and maintenance vehicles.
• Due to the absence of an area to locate roadside maintenance access pull-off areas, full
lane/shoulder closures at and near the tolling points will be required for any overhead or roadside
equipment maintenance at the gantry and gantry building. Traffic Control Plans (TCP) plans for
the future toll equipment maintenance activities to be performed by the Department shall be
provided.
C. Toll Equipment Gantry Structures General Criteria
• Provide the design, engineering, fabrication, and erection of toll equipment gantry structures,
horizontal support pipe structural members, horizontal support pipes, toll equipment j-arms, and
all associated hardware for all tolling sites.
• All toll equipment gantry structures shall be located on tangent sections of the roadway.
• All toll equipment gantry structures must be 90 degrees (perpendicular) to the roadway striping
and pavement loops of all lanes and shoulders.
• The horizontal portion of the toll equipment structure shall be level and not follow the cross slope
of the roadway.
• A grounding stud (lug) shall be provided at the base of each gantry column for connecting to the
Lightning Protection System.
• Tolling equipment support assembly design shall take into account toll equipment clearances, toll
equipment arm adjustments, line of sight of cameras/VDACs, positioning, separation, rigidity,
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supports and wiring as described in this document.
• If the E6 readers cannot be placed in the E6 enclosure at ground level, a gantry truss-mounted
maintenance platform (DMS catwalk) shall be provided and placed by the truss-mounted E6s.
Provide a unistrut system for the mounting of the E6s to the toll equipment gantry structure.
• Appendix 12 – Gantry Design Plans Example contains a visual representation of most of the
gantry and site related tolling requirements defined in this document. Appendix 12 is being
provided to serve as a reference only. Be responsible for all adaptations to meet all site specific
conditions and requirements defined in this document.
D. Toll Equipment Gantry Structural Requirements
• Appendix 1 contains the toll equipment cross section and projected areas to be utilized to perform
wind-load analysis. After the contract is awarded to the successful party, cut sheets for each piece
of toll equipment can be provided for use in final analysis.
• The weight of the tolling equipment mounted on each toll equipment arm will not exceed 50 lbs.
This does not include the weight of the toll equipment arm.
• Signed and sealed designs and plans for each toll equipment structure including the foundations at
each submittal phase shall be submitted to the Department.
• Geotechnical recommendations and reports required for the Toll Equipment Structure foundation
design shall be submitted with the design and plans at each submittal phase.
• All plans and designs shall be prepared in accordance with the criteria presented in this document,
in the RFP, and all other applicable design references and codes.
• The toll equipment gantries shall be designed to:
o Use two uprights in a “span” configuration.
o Provide a multi-chord truss-type superstructure system for the horizontal element.
o Limit the natural frequency of any element that supports the Equipment Support Frame to
less than 500 Hz. Equipment is defined as any equipment that is mounted to the toll
equipment gantry structure.
o Limit displacements when the structure is subjected to a wind load of 30 mph, such that the
averaged effect on the highest and lowest superstructure chords shall be within the following
two limits:
- Movement of any point along the chords shall not exceed 1.25 inches relative to the
position of any other point along the chords; and
- Rotational orientation of any point along the chords shall not exceed 8 milliradians (0.47
degrees) relative to the rotational orientation of that point at rest, for all three rotational
axes.
o Support a minimum uniform dead load of 200 plf across the entire structure, divided as
appropriate among the superstructure chords, to account for the self weight of the toll
equipment and attachments (conduits, etc). Verify the actual load and use the actual load for
design if it exceeds the minimum load.
o Provide vertical clearance as outlined in this document.
• The Equipment Support Frame shall:
o Meet all rigidity requirements indicated above for the toll equipment structure.
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o Attach to the toll equipment structure with a redundant connection system.
o Include equipment horizontal support pipes for attachment of the tolling equipment arms and
tolling equipment as outlined in this document.
• Shop drawings are required and shall include:
o Field verification of all upright heights.
o Foundation elevations necessary to insure minimum vertical clearance.
o Anchor bolt orientation with respect to centerline of structure and direction of traffic.
• Fabrication:
o Fabrication shall not begin before shop drawing approval.
o The structure shall be shop assembled after galvanizing and prior to shipment.
• Minimum material requirements:
o Steel Pipe: API-5L-X42 or ASTM A500, Grade B.
o Steel Plate/Angles: ASTM A709, Grade 36
o Weld Metal: E70XX
o Bolts: ASTM A325 Type 1 (1/2” minimum diameter)
o Anchor Bolts: ASTM F1554, Grade 55 with ASTM A563 Grade A heavy-hex double nuts
o Galvanization: Nuts, bolts and washers per ASTM F2329. Other steel items per ASTM
A123.
• Welding:
o Shall comply with ANSI/AWS D1.1 (current edition).
o No field welding will be permitted.
o No shop-welded splices will be permitted
E. Vertical Clearance
• Clearance between the final riding surface of the pavement and the end of the shortest linear
section of the toll equipment arms shall be per Appendices 1 and 2. The clearances shall apply for
every lane and shoulder and may vary from arm to arm.
• All toll equipment j-arms shall be limited to 1ft of vertical adjustability in each direction
(up/down) from the midpoint of the longest linear section of the toll equipment arm. Design
drawings for the toll equipment gantry structures shall depict at a minimum: the toll equipment
arms attached in their final positions to achieve vertical clearances defined in this document, the
vertical adjustment of each toll equipment arm based on the critical elevation reference line; the
roadway cross slope at the gantry; and finally the roadway cross section at the gantry.
• The toll equipment arms section of this document and Appendix 2 contain detailed information
on the required arm physical characteristics and mounting system.
• The toll equipment structure shall be designed to ensure that the operation, especially the line of
sight, for all tolling equipment is not obstructed or impacted by any member of the toll equipment
structure or adjacent structures such as sign structures and toll plaza canopies.
• See Appendix 2, Section II. G. Horizontal Support Pipes, Section II. H. Toll Equipment Arms,
and Appendix 12 for additional information.
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F. Longitudinal and Lateral Footprints
• The toll equipment structure, structural support members for horizontal pipes, and horizontal
support pipes, shall provide for a staggered mounting pattern of the overhead toll equipment
arms. This staggered pattern requires the centerline of the first (approach) set of equipment arms
be 11.50 ft in front of the centerline of the second (departure) set.
• The transverse centerline of the toll equipment structure (gantry) and the transverse centerline
between approach and departure overhead tolling equipment (Toll Equipment Centerline – see
Appendix 6) were assumed to be the same in this document. The Toll Equipment Centerline is
used for locating the pavement loops under the toll equipment structure. If the toll equipment
structure centerline and the Toll Equipment Centerline are not the same as a result of the design
of the toll equipment structure, the Toll Equipment Centerline shall be used as the basis for
providing 50 ft of full depth pavement in front of and beyond the Toll Equipment Centerline.
• Appendix 1 provides longitudinal and lateral toll equipment arm positioning requirements for
different roadway cross sections. Final location of all tolling equipment shall be coordinated with
the Department.
• See Appendix 12 for additional details.
G. Horizontal Support Pipes
• The toll equipment structures shall be designed to support the required horizontal support pipes,
toll equipment mounting j-arms, and all associated arm and equipment attachment hardware such
as u-bolts, mounting plates, and pipe saddle plates.
• Be responsible for all engineering aspects of the horizontal pipes, toll equipment arms, and
associated attachment hardware. The attachment of the toll equipment arms to the horizontal
support pipes shall conform to the vibration requirements defined in this and other applicable
document.
• The horizontal support pipes shall be 4.5 inches in outside diameter and shall be attached to the
structural members (W-Section) via saddle plates and u-bolts.
• All horizontal support pipes shall be level and not follow the cross slope of the roadway.
• The size, quantity, and positioning of horizontal support pipes shall be determined as follows:
o The horizontal support pipes shall be identical (length, diameter, and material) for all
toll equipment structures on the project.
o Horizontal support pipe length: The length shall be approximately 6 ft +/- 1 foot.
Analyze the horizontal support pipe length against the toll equipment arm
positioning. The intent is to optimize the length of the horizontal support pipe such
that toll equipment losses are minimized in the event of a vehicle impact.
o Each horizontal support pipe shall not hold more than three (3) toll equipment arms.
There shall be horizontal support pipes across the entire roadway cross section under
each toll equipment structure. There shall be enough horizontal support pipes to hold
all toll equipment arms in a toll equipment structure.
o The horizontal support pipes shall be staggered to allow for a 3” minimum overhang
of the pipe across the u-bolts/saddle plates. The staggering distance shall be designed
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so that all toll equipment arms can be kept in the same transverse centerline.
o The structural members (W-Section) supporting the horizontal support pipes shall not
be placed where toll equipment arms are needed. There shall be no less than 6 inches
of lateral clearance between the toll equipment arm or toll equipment arm attachment
hardware and the structural members (W-Section) supporting the horizontal support
pipes.
o Appendix 1 contains detailed information on the quantity and positioning of toll
equipment arms within the toll equipment structure for certain roadway cross section
configurations.
• Three spare horizontal support pipes and pipe attachments per gantry shall be provided.
• See Appendix 12 for additional details.
H. Toll Equipment J-Arms
• The toll equipment arm design shall accommodate the requirements in Appendix 2. Provide final
details on the toll equipment arm during the design process.
• All toll equipment j-arms shall be identical.
• The toll equipment arms shall be 2.875 inches in outside diameter and be made of aluminum. The
outside diameter shall be constant along the entire length of the pipe, especially along the curved
section of the toll equipment arm. The degree of curve of all toll equipment j-arms shall be
identical.
• The point of attachment of the toll equipment j-arm to the horizontal support pipes shall be in the
longest straight section of the toll equipment j-arm and shall meet the criteria defined in Section
II.E Vertical Clearance of this document. See Appendix 2 for additional information.
• Toll equipment j-arms shall be mounted to the horizontal support pipes via u-bolts, saddle plates,
and mounting plates as illustratively shown in Appendix 12.
• Telescoping bracketing members shall not be allowed.
• Three spare toll equipment j-arms and all hardware attachments (u-bolts, saddle plates, etc) per
gantry shall be provided.
• See Appendix 12 for additional details.
I. Toll Equipment Arm Attachment Hardware
• Hardware shall be 316 Stainless Steel.
• Hardware shall be designed to allow for lateral and vertical adjustments of the toll equipment
arms as defined in this document.
• Areas of the attachment hardware susceptible to galling shall be treated with anti-galling
treatment.
• Dissimilar material analysis during design shall be taken into account.
• All hardware connections shall be designed such that they do not loosen over time.
• All hardware shall be provided without presenting any signs of rust or wear.
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• See Appendix 12 for additional details.
J. Infrastructure for Toll Equipment Structure and Roadside Tolling Equipment
• Wireways, cable trays, pullboxes, wire troughs, chases, conduits, CGB cable fittings, reducers,
NEMA enclosures, concrete pads, concrete duct banks, directional bores, splice vaults, pullboxes,
and building penetrations shall be provided for the connection of the toll equipment structure and
roadside tolling equipment to the equipment building (new or existing) or tunnel.
• Appendix 12 contains an example of the required electrical infrastructure for the toll equipment
structure and roadside tolling equipment. Some of those requirements are listed below.
o Rigid galvanized steel conduits from the toll equipment structure mounted wireways
to each toll equipment arm mounted on the horizontal support pipes. Conduits shall
terminate as close as possible to each toll equipment arm without traversing the
horizontal support pipes. Liquid tight conduits shall be provided from the termination
of the rigid conduit to the toll equipment (power cables only). Water tight cable
fittings such as “CGB type” shall be installed at the end of each conduit or liquid
tight flexible metal conduit where the toll equipment cables emerge from the conduit.
The water tight fittings shall be properly sized for the diameter of the toll equipment
cable intended for each conduit. Diameter transition fittings may be used to enable
the use of smaller diameter CGB fitting to allow for proper water tight sealing around
small cables. Appendix 5 contains information on toll equipment cabling for
determining electrical infrastructure for the toll equipment structure. In addition,
power and data rigid conduits shall be provided for up to three gantry mounted
CCTV cameras as shown in Appendix 12.
o A minimum of three 6”x6” Metal NEMA 3R (rated horizontally/vertically) wireways
mounted along the entire horizontal and vertical sections of the toll equipment gantry
structure shall be provided for the running of RF, Data/Composite, and Power
cabling. The horizontal wireway sections along the gantry truss shall terminate in
three pullboxes prior to descending vertically. Pullboxes shall be a minimum of
12”x12”x12”. Wireways shall descend on the column located on the same side of the
roadway of the equipment building or tunnel penetration and terminate in their
respective wire troughs. All wireways shall be supported every 3ft horizontally and
vertically at a minimum.
E6 wireway shall be used to run the RF (data) cables and shall terminate in
the E6 wire through. Two 4” rigid conduits shall be provided from the E6
wire trough to the E6 enclosure. The 4” conduits shall exit from the bottom
of the wire trough, be routed underground, and then shall penetrate the
bottom of the E6 enclosure. NEMA 4X threaded hub penetrations shall be
used on the E6 enclosure penetrations.
The Data wireway shall be used to run the Data and Composite cables and
shall terminate in the Data wire trough.
The Power wireway shall be used to run the Power cables and shall terminate
in the Power wire trough.
o At no time shall cabling be exposed to the elements. At no time shall wire troughs be
installed such that they block access to the E6 enclosure. Wire troughs shall be a
minimum of 12”x12”x24”. Wire troughs shall be properly supported to the gantry or
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by independent supporting elements such as unistrut supports. Wire troughs shall not
solely be supported by the incoming or outgoing conduits. NEMA 3R drain fittings
shall be provided at the vertical-horizontal transition point of all wireways
terminating in the E6 enclosure.
o Stainless steel enclosures (E6 Enclosures) for housing of the E6 readers and E6 cable
routing. The E6 Enclosures shall be concrete pad mounted and be located no more
than 10 ft from the toll equipment structure column on the same side of the roadway
as the toll equipment building or tunnel penetration unless otherwise noted. The E6
enclosures shall be UL rated NEMA 4X. All wireway or conduit penetrations to the
E6 enclosure shall be NEMA 4X. The E6 enclosures shall at a minimum be
72”Lx24”Wx74”H and have the following accessories at a minimum: conductive
equipment mounting panels on all interior enclosure sides, sun shields on doors, top,
back, and sides; two UL rated NEMA 4X heat exchangers controlled by a lead-leg
controller, Ethernet protocol networkable temperature and humidity sensors,
cable/wire management, doors with three point latching mechanism with dead bolt
and pad lock, fluorescent enclosure lighting switch activated by door open/close,
door mounted fold down computer shelf, insulation on all interior surfaces,
receptacles, and door stop kits for doors. Both the heat exchanger and the interface
between the heat exchanger and the E6 enclosure shall be UL rated NEMA 4X and
shall posses the UL NEMA 4X assurance certification documentation and label
attached to the units. The E6 enclosure assembly (enclosure, penetrations, with all
associated elements) shall go thru a field hose down water test to confirm the entire
assembly is waterproof. The hose down water test shall be executed after the
enclosure and all its associated elements have been constructed on site and with the
DEPARTMENT Toll Facilities Manager present. Although a minimum enclosure
size was provided, be responsible for determining the appropriate E6 enclosure size
thru all necessary analyses (such as heating and cooling calculations) based on the
following parameters: the interior temperature of the E6 enclosure shall not exceed
108 0 F; the size of each E6 reader shall be 15”x9”x3” and per Appendix 11, the
quantity of E6s per E6 enclosure shall be 5 for 1-lane cross sections, 7 for 2-lane, 9
for 3-lane, and 11 for 4-lane; there shall be a minimum of 8 inches between each E6
horizontally and 12 inches vertically. The final E6 enclosure size shall be the same
for all tolling locations on the project. If a tolling site is planned for widening, the
heat exchangers shall be sized to support the total future number of E6s for the
future/widened roadway configuration.
o Appendix 11 contains the E6 Specifications.
o The following conduit shall be provided at a minimum: Two 4” conduits shall be
provided between the E6 enclosure and the equipment building or tunnel, three 4”
conduits between the data wire trough and the equipment building or tunnel, and four
2” conduits from the power wire trough and equipment building or tunnel. These
conduits are for the tolling equipment only. Provide additional conduits as necessary
to provide data or power to other items, such as, but not limited to: E6 enclosure
lighting, heat exchangers, receptacles, temperature sensors, lead-leg control, etc.
o All toll equipment cabling originating from the toll equipment structure E6 enclosure,
and loop pullboxes shall be routed to the toll equipment racks in the new or existing
equipment buildings or tunnel via underground concrete duct banks, directional
bores, pullboxes, splice vaults, wireways, conduits, wire troughs and building
penetrations. The duct banks shall be encased in concrete.
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o The building penetration for existing buildings shall be from a wall-mounted wire
trough or pullbox mounted to the exterior side of the wall at the ceiling level such
that cabling shall transition to a ceiling mounted cable tray in the interior of the
building. The conduit chase going up the wall shall be enclosed/encased/covered by a
metal chase or “skirt” and the skirts shall be painted to match the surrounding color.
Conduit penetrations shall take into account the structural integrity of the wall.
o If the toll equipment is to be housed in the tunnel, existing empty conduits of the
tunnel penetrations can be used as much as possible to avoid additional tunnel
penetrations. Consult with the Department if existing conduit penetrations are
sufficient and if new penetrations will be required.
o All wireway, wire trough, conduit, chases, pullboxes, cable trays, etc shall be
properly terminated, supported, and installed by using the appropriate hardware and
fittings.
• The maximum cable distance between any toll equipment arm and the E6 enclosure shall not
exceed 80 feet.
• The maximum cable distance between the E6 enclosure or any toll equipment arm and the bottom
of the tolling equipment racks in their final location inside of an existing or new building or
existing tunnel shall not exceed 250 feet.
• The maximum cable distance between any tolling loop and the bottom of the tolling equipment
racks in their final location inside of an existing or new building or existing tunnel shall not
exceed 250 feet.
K. Infrastructure for the Pavement Tolling Loops
• Pavement – “smart” inductive loop arrays will be placed by the TEC after the (final riding
surface) pavement with final striping in its final alignment is constructed.
• The pavement section that will receive the loops shall not contain any electromagnetic field
emitting wiring/cabling located below or near the pavement. There shall be no AC power lines
running under the area designated for pavement loop installation. Any AC power lines running
underneath the roadway shall be a minimum distance of 35 ft away from the closest loop.
• If there are existing high voltage (> 600V) lines within 100ft of a tolling site, be responsible for
notifying the Department and providing the size of the line. The site is defined by the perimeter
around the toll equipment structure, loop pavement, and equipment building. Relocation of the
high voltage electrical line might be required, consult with the Department for details.
• There shall not be any metal near or underneath the pavement section that will receive the tolling
loops. Metal examples include, but are not limited to metal from: buried steel reinforced concrete
pavement, metal casings, reinforced rigid concrete pipe, etc.
• Stub-ups, conduits, pullboxes, and concrete duct banks shall be provided for the routing of the
loop wiring/cabling from the pavement to existing or new buildings or existing tunnels.
• There shall be five (5) 1” stub-ups per roadside pullbox regardless of lane/shoulder quantities. If
4- lane with 2-shoulder cross section, there shall be (6) 1” stub-ups per roadside pullbox. Each
stub-up shall terminate in a roadside pullbox. The conduit routing from the stub-up to the
roadside pullbox shall be separated by a minimum of 9 inches from each other. Notify the
Department no less than 1 week prior to covering the loop conduits so that the Department Toll
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Facilities Manager can inspect and approve the placement of the conduit.
• Underground loop conduits on the shoulder pavement or barrier wall areas shall be precisely
located to facilitate the installation of the loops and wiring by the TEC.
• There shall be one roadside pullbox for each loop row (laterally across roadway). There are 7
loop rows in any set of pavement loop configuration (Rows A-F and the Axle Loops Row). The
roadside pullboxes, stub-up conduits, and interconnect conduits shall be located per Appendix 6.
The longitudinal and lateral positioning of all conduit stub-ups shall not be changed.
• Roadside pullboxes shall be sized such that the 9” separation between all five 1” conduits can be
achieved. If 4-lane cross section, there will be six 1” stub-out conduits and the pullboxes shall be
sized accordingly. The roadside pullboxes shall be traffic rated.
• There shall be four 3” conduits from the roadside pullboxes to the toll equipment building or
tunnel. There shall be 3” conduits interconnecting specific roadside pullboxes as shown in
Appendix 6.
• The total four 3” conduits originating from roadside pullboxes shall be routed to the equipment
building or tunnel via underground concrete duct banks, directional bores, pullboxes, splice
vaults, wireways, conduits, and building penetrations. The duct banks shall be encased in
concrete.
• Concrete barrier wall shall be used as the roadside barrier on the roadway side where the loop
pullboxes/conduits and the E6 enclosure are located. Guardrail shall not be used in this area.
• Appendix 6 contains typical loop layouts for flexible and rigid pavements. Apply requirements
accordingly based on the type of pavement specified by the Department.
L. Toll Equipment Buildings and Tunnels
• The Department may utilize new buildings, existing buildings, or tunnels to house the tolling
equipment to support tolling. This document contains detailed requirements for existing and new
buildings and existing tunnels. Appendix 7 – Concrete Toll Equipment Building and Appendices
8.1 and 8.2 – Pre-Fabricated Building Design Plans Example contain detailed additional
requirements for new toll equipment buildings. Please consult with the Department for the latest
versions/designs of pre-fabricated buildings.
• New equipment buildings shall be provided at tolling sites where the cable distance (250 ft)
specified herein is exceeded. New equipment buildings shall also be provided if the existing
buildings must be demolished or cannot be utilized for any reasons (ie lack of available space for
tolling equipment, integral part of canopy being demolished, etc).
• Be responsible for the design, engineering, fabrication, and construction of the new equipment
buildings and all associated infrastructure. Coordinate with and obtain approval from the
Department Toll Facilities Manager on all design aspects of the new equipment buildings.
Appendix 8.1 and 8.2 contains detailed example of the existing design of the pre-fabricated
building.
• Be responsible for the design, engineering, and construction of all architectural, civil, mechanical,
plumbing, and electrical modifications to existing buildings or tunnels in order to accommodate
the new tolling equipment system. These modifications are included in the RFP, design plans,
specifications, and other related documents. Some of the most important modifications include
and are not limited to the following: remove windows, enclose walls with in kind materials,
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Tolling Infrastructure Requirements TPPH Chapter 34
remove/seal/cap toilet fixtures, remove interior/exterior walls, glaze windows with hurricane
proof glazing system, replace existing doors with high security doors, provide door steel barlocks,
remove interior furniture items (i.e. stainless steel counters, water fountains, shelving, etc),
replacement of HVAC systems, provision of electrical infrastructure, etc.
• Be responsible for the building foundation requirements and obtain approval from the Department
Toll Facilities Manager.
• Buildings rooms with only one exterior door, shall be equipped with a steel “bar-lock” lock type
with provisions for a pad lock. The bar-lock shall lock the door to the adjacent wall via the steel
bar and pad lock system. Appendix 8.1 and 8.2 contains detailed information on the required bar
lock.
• All necessary wiring, conduit, junction boxes, fittings, connections, and miscellaneous hardware
for power and data cabling of the access control and security system hardware and devices for a
fully functional access control and security system. Appendix 9 is an example of a typical access
control and security system wiring diagram. This example is provided to show the approximate
extent/quantity of conduit (and other items mentioned above) to be furnished and installed.
• At all new/existing exterior doors, new/existing doors serving existing recorder rooms, and
new/existing doors serving new toll equipment rooms, provide the following security door
hardware, security system devices, and access control devices:
o Push Bar and Outside Lever Trim (Mortise or Rim)*:
(* for interior doors only, provide only the electrified lever trim and power supply. push bars are not required for interior
doors).
Mortise:
• Von Duprin 9875 or 9975 mortise lock “push bar” device with Von
Duprin 7500 mortise lock, SPDT switch, and RX (request to exit) option.
• Von Duprin E996L outside electrified lever trim with M (mortise device)
option, Von Duprin 9975L-NL trim lever, style 06 lever, with power
supply Altronix AL600ULPD4. Key way retraction of the latch on the
outside trim.
Rim:
• Von Duprin XP98/99 Rim Type, with 909 strike, with SPDT switch, and
RX (request to exit) option.
• Von Duprin E996L outside electrified lever trim with R (for Rim and not
vertical rod) option, Von Duprin XP99L-NL trim lever, style 06 lever,
with power supply Altronix AL600ULPD4. Key way retraction of the
latch on the outside trim.
o Power Transfer Hinge:
Exterior: Command Access ETH6WH (with electric latch retraction option) or
Von Duprin EPT-10 electrical power transfer.
Interior Doors: Alarm Lock 271.
o Door Contact:
New Doors/Frames: GE Security 1076CW with SPDT door contact.
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Tolling Infrastructure Requirements TPPH Chapter 34
Existing Doors/Frames to Remain: GE Sentrol 2207 with SPDT door contact.
o Motion Detector:
Existing Interior Doors/Frames: Bosch DS 160. The motion detector serves as the
request to exit since there is no push bar with request to exit option for interior
doors.
o Magnetic Lock Removals: all magnetic locks shall be removed from existing interior or
exterior doors.
Exterior Doors/Frames: provide motion detector, door contact (if none), push bar,
and electrified lever trim/power supply. Glassed exterior doors may require to be
replaced to allow for push bar installation.
Interior Doors/Frames: provide: same as exterior except push bar.
o Card Reader:
Exterior/Interior: HID iClass R40 (Weigang).
Provide access control and security door hardware compliant with UL, ANSI 156.3 Grade, and all
applicable codes; fail-secure or non-fail safe hardware options such that the door remains
secured/locked in the event of power outages; and hardware with key way retraction of the latch
on the outside trim.
Provide all required conduit, pullboxes, and wiring from the push bar, electrified lever trim,
power transfer hinge, door contact, and motion detector. The wiring shall terminate in the TEC
provided toll equipment system rack in the new toll equipment room for connection to the
controller by the TEC. Provide 20ft of cabling slack for the wiring of all devices.
Provide all required conduit, pullboxes, and wiring for the door card reader. The wiring for the
door card reader shall terminate through the wall at 48 inches maximum above the finished floor
for the connection of the card reader. Appendix 10 contains example “cut-sheets” of the reference
equipment.
• The new equipment buildings shall be located as shown in the RFP or Plans of each toll plaza. If
building locations different than those shown in the Plans are proposed, coordinate with and
obtain approval from the Department Toll Facilities Manager. See sections within this document
for specific requirements when locating an equipment building and toll equipment structures.
M. Infrastructure for the Toll Equipment Buildings and Tunnels
• The requirements below apply to both new and existing buildings/tunnels unless otherwise noted.
• Provide the following:
o Electrical service for new equipment buildings only.
o Main distribution panel for new equipment buildings only.
o Clean power panels for existing or new buildings or existing tunnels. Clean power
panels and panel breakers shall be Square D Powerlink G3 with the NF3000G3
controller. There shall be one clean power panel for buildings/tunnels supporting a
single gantry and two clean power panels for buildings/tunnels supporting two
gantries. All Powerlink G3 clean power panels shall be populated with (15) 20A
breakers and (3) 30A breakers. The clean power panel shall only feed the following
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Tolling Infrastructure Requirements TPPH Chapter 34
systems: tolling, security, communications, and SCADA.
o The specifications of all new electrical system components, such as clean power
panels, disconnects, etc, for existing buildings or tunnels shall match the
specifications of the existing electrical system. For example, if the existing electrical
system is 3-Phase, then the clean power panel and all other electrical system items
shall also be 3-Phase. The same requirement shall apply to all other items part of the
electrical system.
o SCADA control panel manufactured by CED Unit Number FDOTRR3402. The
SCADA control panel shall be properly powered from the clean power panel. The
SCADA panel shall be connected to the following plaza assets: generator control
panel(s), fuel tank level monitor(s), HVAC(s), UPS(s), main distribution panel(s),
automatic transfer switch(es), ORT rack(s), and communications rack(s).
o Uninterruptable Power Source (UPS) for existing and/or new buildings or existing
tunnels. There shall be one UPS for buildings/tunnels supporting a single gantry and
two UPSs for buildings/tunnels supporting two gantries. The UPSs shall be 20KVA.
The UPS shall be provided with Modbus TCPIP and DB-9 communication port cards
for eventual connection to the Department SCADA system. Provide one ¾” conduit
and UPS knock-out from the communication port card to the ceiling mounted cable
tray for future communication with SCADA and ORT rack.The UPS shall be
designed to provide 20 minute backup time at full load. Note that this requires an
additional exterior battery cabinet. Provide 15 feet, or longer if required, armored
battery cable from battery cabinet to the UPS for battery cabinet connection.
o Provide an exterior manual maintenance by-pass switch to the UPS. The exterior
maintenance by-pass switch shall be fed by two separate power sources (two separate
breakers, two separate conductors, two separate conduits) from the appropripate
power panel. The feeders shall not be spliced nor go thru exterior disconnects prior to
nor after terminating in the by-pass switch. The exterior maintenance by-pass switch
shall by itself by-pass the power away from the UPS when maintenance is required.
o 24” wide ceiling mounted cable trays divided to accommodate data and power cables.
Wireways shall be provided such that the cabling from the clean power panel,
SCADA panel, Security System, from the gantry site, and from the backbone or
lateral drops can be brought over to all of the toll equipment racks and
communication racks located in the existing or new toll equipment buildings or
existing tunnels. Provide conduit or cable tray transition fittings from the panels and
penetrations to the cable tray and from the cable tray to all equipment racks so that
cables are always supported.
o Three (3) 2” conduits from the Recorder Room in the existing buildings to the room
or tunnel area that will house the new tolling equipment system racks. The conduits
shall be placed such that cabling shall transition to the 24” wide ceiling mounted
cable tray leading to the new tolling equipment system racks and communications
rack. This applies to existing buildings and tunnels only.
o Two (2) 1” conduits for CCTV running from opposite corners of the room to the
ceiling-mounted cable tray in the room where the toll equipment system racks will be
located. Two (2) 1” conduits for CCTV running from opposite corners of the
Recorder Room to the three (3) 2” conduits described in the previous paragraph.
CCTV to be furnished and installed by TEC. This applies to existing buildings and
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Tolling Infrastructure Requirements TPPH Chapter 34
tunnels only.
o Two 1” conduits for CCTV cameras shall be provided from the exterior building area
facing the new toll equipment structure and by the entrance door wall to the new
tolling equipment system racks.
o Generator/Fuel Tank assembly shall be provided at all sites that will receive new
equipment buildings or in existing buildings where the RFP or Plans require the
replacement of the existing generator and/or fuel tank. See the Electrical
Specifications Section 263213in the TPPPH.
• For new toll equipment buildings, all concrete duct banks shall terminate under the tolling
equipment racks and shall be stubbed up through the floor slab and cut to one inch above the
finished concrete building floor with a cable ground bushing installed at both ends or connected
to the ground grid by other approved method. Appendices 7 and 8 contain detailed information on
the conduit opening in the floor of the building. If floor opening is not desired, the new building
may be fabricated without the floor (5-sided building) which shall be poured in place together
with the incoming conduit.
• The new toll equipment buildings shall have one door made of steel with a cast-in steel frame. All
doors and conduit openings shall be suitably protected and sealed to prevent the ingress of water,
moisture, dust and wind driven rain.
• The new toll equipment buildings shall be furnished with two (2) heating-ventilation-airconditioning
(HVAC) units equipped with lead-lag control unit to periodically switch between the
primary and secondary unit. The HVAC system shall be sized as required taking into account all
design factors such as but not limited to toll equipment building size, equipment normal operation
temperature and humidity requirements, etc. Modifications to the HVAC system in existing
buildings shall be performed as described in the RFP or Plans.
• Portable toilets shall be provided and maintained prior to initiating building modifications that
impact the use of interior toilet room facilities. The location of the portable toilet shall be
coordinated with the Department. The portable toilets shall be removed when they are no longer
needed. The portable toilets shall at a minimum:
o Be ADA compliant,
o Have a sink with running water,
o Be unisex,
o Have a lockable door.
• Appendix 7 contains additional requirements for new toll equipment buildings.
N. Tolls Communications Design
Fiber Optic Cable
No new Butt End Splices (BES) shall be added to the system unless written approval is obtained from
the Department ITS Department; a BES is defined as the color to color splicing of a fiber optic cable
including 96 fibers from one backbone cable to another or even all 12 or 24 fibers on drop cables.
Proposed toll equipment buildings to be connected to the SunNav fiber optic backbone shall be
connected via a minimum 24-strand single mode (ramp plazas) or 48-strand single mode (mainline
14

Tolling Infrastructure Requirements TPPH Chapter 34
plazas) fiber optic cable via a minimum of two (2) 2” conduits (one spare). Proposed toll equipment
buildings to be connected to another toll equipment building within the same vicinity in order to
communicate on the same lateral communications drop to the SunNav backbone shall be connected
via a minimum 12-strand multi-mode fiber optic cable via existing or new electrical infrastructure
(conduit/pullboxes/directional bores/etc). All fiber optic cables at toll equipment buildings shall enter
the buildings via pull boxes adjacent to the buildings and shall be terminated in a rack mounted preterminated
patch panel inside the communication rack located in the toll equipment building as
described herein.
Be responsible for all proposed fiber optic cable and associated infrastructure including but not
limited to maintenance and reparation for the duration of the project until final acceptance by the
Department.
All cabling required internally for new equipment buildings shall enter through the building floor slab
in specifically located and sized conduit stub-outs. Incorporate all other conduits including, but not
limited to lightning protection, mechanical, power, etc. The conduits entering the building shall have
plastic bushings (or comparable material) to prevent cables from being damaged when pulled through
or shifting during use.
Communications Equipment Racks
Provide equipment racks and associated hardware for the proper mounting of fiber optic
communications equipment as described herein. Communication racks shall be provided only for
new concrete toll equipment buildings or for buildings where new fiber optic drops will be provided.
The communication rack shall be:
o Chatsworth 45U 600mm (W) x 1000mm (D) TeraFrame Cabinet Black
Mfg. Part: FF1J-113C-C12
45U TeraFrame Cabinet Black with Perforated Front & Rear Door with 2 solid side panels
19” Black
In addition, the communication racks shall be EIA-310-D compliant and shall be capable of housing
communication equipment and support hardware such as a fiber optic patch panels, power supplies,
and field switches. The communication rack shall support at least 42 units and be 40 inches deep and
include all mounting accessories and anchoring. This shall include side panels, front and rear doors,
grounding, cable management, fans, power with power strips on its own service breaker, and any
other material to make a complete communication rack. The wall panels shall be solid or perforated
removable side panels with hanger tabs shall be provided for easy alignment and assembly. Top
panel shall be slotted with vents and cable access ports. Vents on front and rear panels shall be
provided, along with wire entry access plates with dust-tight seals. One metal shelf kit shall be
furnished and installed per each rack unit. Each shelf shall be full width and depth of the rack angles
and attach directly to the rack angles. One metal keyboard slide out drawer shall be furnished and
installed per each rack unit.
Additional communications rack requirements include the following:
o The communication racks shall be Chatsworth T-Series.
o The rack door configuration (i.e. single or double door) shall allow the door(s) to swing open
to their full extent without any obstructions.
o
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Tolling Infrastructure Requirements TPPH Chapter 34
o The communication racks shall be properly bonded and grounded to the existing or new
grounding system.
o There shall be ten (10) feet of slack fiber allocated to the communication rack to allow for
future rack relocation.
o Communication racks shall be provided for new toll equipment buildings or for buildings
where new fiber optic drops will be provided.
o Fully-adjustable with vertical mounting rails accommodate depth-variable installation of
19"W equipment and use #12-24 tapped holes or square-punched holes to accept cage nut
hardware.
o 19”W EIA width, 24”W overall width.
o Lockable, reversible “quick release” front and rear doors with perforated panels.
o 1 four-post frame with 4 vertical mounting rails panels.
o 4 leveling feet.
o 4 heavy duty casters attached to frame base of the cabinet; 3” diameter caster with swivel
and lock.
o 1 bag 50 #12-24 screws (with tapped rails).
o 1 combo kit of #12-24 and M6 cage nuts and screws (with square-punched rails).
Communication Rack Accessories
The communication rack shall include an integrated power strip. Power strips shall be NEMA
compliant using straight blade or twist lock plug and shall be vertically or horizontally mounted.
Power strips shall be 10, 16, 20 and 24 outlet options with 10-foot cords. Receptacles must be
standard duplex or IEC. The power strips shall have black powder-coated finish. The vertical or
horizontal power strip shall have 15, 20, and 30 A circuits and shall be capable of mounting directly
to the rack or cabinet using mounting hardware or tool-less feature.
Rack mounted shelves shall be one, two and three rack spaces and 19 inches wide. The shelves shall
be front mounted, slide out or cantilevered versions. Rack fans shall provide 300 cfm of exhaust.
The fans power input shall match the power characteristics of the building where it will be placed and
shall come with standard 3-prong 15’ cord.
All rack frames shall be constructed of 12-gauge, cold-formed steel. All side panels and door panels
shall be constructed of 14-gauge steel. The vented base shall be constructed of 16-gauge steel. The
19-inch electrical rack angles shall be constructed of 12-gauge steel.
All doors shall be equipped with grounding brackets and doorstop kits. Door hinges shall have a
maximum opening range of 130-140 degrees. Hinge kits shall permit left or right side mounting. The
racks shall be furnished with tamper-proof hinges and removable hinge pins. The rack shall be
provided with flush swing handles with tamper resistant locks on all doors. All locks shall be keyed
to the same key with two sets of keys provided for each unit. Locks shall have a three-point latch
mechanism.
Solid side panels with hanger tabs shall be provided for easy alignment and assembly. Vents on front
and rear panels shall be provided, along with wire entry access plates with dust-tight seals. One metal
shelf kit shall be furnished and installed per each rack unit. Each shelf shall be full width and depth
of the rack angles and attach directly to the rack angles. One metal keyboard slide out drawer shall be
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Tolling Infrastructure Requirements TPPH Chapter 34
furnished and installed per each rack unit.
The completed rack frame shall be equipped with threaded foot pegs (i.e. caster sets) and shall be
mounted directly on the floor or on a metal frame provided by others if concrete flooring. The floor
mounted open racks shall be secured from the top rail of the rack to the backboard in the room with a
length of cable raceway (wireway, cable tray, or ladder rack) to prevent movement of the rack. The
rack shall be provided with a junction plate at the top of equipment rack and required cable raceway
to attach rack to cable trays.
The communication racks shall be provided with pre-installed vertical cable management. The
vertical cable manager shall be capable of mounting to EIA racks to manage cables on the front and
rear of the rack. The manager shall be molded out of plastic and possess cable management fingers
and pass through holes. The fingers shall provide integral bend radius control and be spaced so that
the gaps between the fingers align with EIA rack spaces. The pass through holes shall provide bend
radius control and slots that can be used for securing of cable straps. The vertical manager shall have
a dual hinged cover that can be opened to the left or right 110 degrees. The manager shall be able to
accept wire retainers that can be snapped on to the cable management fingers.
Anti-static pads shall be installed at the base of the front and rear of each communication rack.
Fiber Optic Patch Panel and Interconnect Center Enclosures
Provide rack mounted, pre-terminated LAN fiber optic patch panels suitable for loose tube, tightbuffered
and optical fiber ribbon cables with interconnect centers to be housed inside of the
communication rack located in the toll equipment building or tunnel. Fiber optic patch panels shall
be provided where new singlemode fiber optic drops or new multimode interconnects will be
provided. The fiber optic patch panel and interconnect center shall be a Corning Cable Systems FCS-
124-59. Provide separate patch panels for singlemode and multimode fibers.
In addition, the patch panel and interconnect center enclosures shall occupy one to two rack units and
shall be mounted at the top most position within the communication rack. Terminate the fibers on the
rear of the fiber patch panel. The patch panel shall include the housing, splice trays, SC connector
panels (singlemode) or ST connector panels (multimode), and fan out kits necessary for a complete
installation as described above. The number of fiber ports shall comply with the number of strands
required with a minimum of 24 strands; all strands connectorized. Provide adjustable front and rear
equipment mounting rails to properly mount the fiber optic patch panel. The mounting rails shall be
#12-24 or cage nut square opening style mounting. The adjustable equipment mounting rails shall
include printed port numbering.
Additional requirements include the following:
o 2U
o 24 strand possible; 12 strands connectorized.
o Connector is SC Duplex (singlemode) or ST Duplex (multimode).
o 19”W EIA width, 24”W overall width
o Suitable for loose tube, tight-buffered and optical fiber ribbon cables.
o Multiple locations for jumper egress.
o Slide-out drawer for easy connector access.
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Tolling Infrastructure Requirements TPPH Chapter 34
o Meets requirements of ANSI/TIA/EIA-568A and 606.
o SC to LC (singlemode) or ST to LC (multimode) jumpers from the singlemode or multimode
patch panel to the Department communications FESX or MLX switch.
Interconnect Center
Furnish compact, modular interconnect centers designed for rack mounting in equipment cabinets.
Interconnect centers shall be provided with splice trays that hold, protect, organize optical fibers, and
secure fibers inside a splice tray. The splice tray shall be designed and sized to be dielectric, to
accommodate all fibers entering splice tray, and to provide sufficient space to prevent microbending
of optical fibers. Provide connector panels with SC connectors (singlemode) and ST connectors
(multimode).
O. Toll Equipment Mounting on Existing Plaza Canopies
• If the canopy of a particular existing toll plaza is to serve as the toll equipment structure for the
site as identified in the RFP or Plans, the following criteria shall be met at a minimum.
• If the horizontal support pipe and toll equipment arms described in this document cannot be
implemented, an alternate toll equipment mounting system shall be provided for the canopy(ies).
• The horizontal support pipes width may be different than the width of the horizontal support
pipes of other toll equipment structures.
• The linear portions of the toll equipment arms can be shortened if necessary.
• Vertical adjustability of the toll equipment arms is not required. However, vertical clearances to
the toll equipment are still required per this criteria defined in this document.
• Conduit shall be utilized for vertical runs and wireways for runs outside of the canopy between
the canopy and the E6 enclosure. Wireways (or cable trays) shall be utilized for horizontal runs to
the general location of the tolling equipment. From the wireways or cable trays, the tolling
equipment cabling shall run to a penetration of the exterior canopy skin or on the canopy surface.
Rigid conduit and liquid tight shall be utilized for outside runs to the tolling equipment.
• Wireways, cable trays, and conduit shall not be run on roof or ceiling surfaces.
• All conduit, wireways, and cable trays shall have the same capacity as described in this document
and shall meet data and power code requirements.
• Uplift forces, specifically when removing or modifying the canopy ceiling panels shall be
anazlyed.
P. Toll Equipment Installation Pre-Requisites
• The proposal and detailed schedule shall include the constraint that the TEC shall only be
required to install/test toll equipment at no more than one (1) tolling gantry direction (site) at a
time. Consult with the Department for the possibility to install more than 1 site at a time.
• The Department TEC shall have 21 consecutive calendar days of exclusive access to the tolling
site to install and test the Department provided toll equipment. Under no conditions will access be
granted into the tolling site after the TEC has started installation of the tolling equipment.
• The schedule shall reflect continuous TEC exclusive access to the tolling site from
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Tolling Infrastructure Requirements TPPH Chapter 34
commencement of installation through completion of testing excluding Holidays, Special Events
and work period shut downs prescribed by the Specifications and other applicable documents. Be
responsible for notifying the TEC thirty days prior to a site being ready for acceptance and to
coordinate TEC services, as required, on special weekend or specific long term closures identified
in the document.
• Appendix 13 contains a detailed list of criteria that shall be fully completed prior to turning the
site over to the Department and the TEC. A formal acceptance walk through must be conducted
using Appendix 13 and written acceptance obtained from the Department Toll Operations and
Construction Departments and from the TEC prior to the TEC accessing the site for the
commencement of toll equipment installation/testing activities. Below is a brief summary of some
of Appendix 13 items:
o Complete toll equipment structure including all associated hardware, toll equipment
arms, horizontal support pipes, wireways, conduits, painting, signage, lighting,
architectural features, and any other components associated with the toll equipment
structure.
o All electrical connections from the toll equipment structure to the existing or new toll
equipment buildings or tunnels including directional bores, pullboxes, concrete duct
banks, power and data conduits, wire troughs, E6 enclosures, pull strings labeled with
the length of the conduit run, building penetrations, and all associated termination
infrastructure from the toll equipment structure to the existing or new toll equipment
buildings or tunnels.
o Concrete pad for the E6 Readers NEMA enclosure including bollards.
o NEMA enclosure for the E6 Readers and all components associated with it.
o The Department Fiber Optic System and infrastructure connecting the new and
existing equipment buildings to the Department’s fiber optic backbone and the Fiber
Optic backbone itself including directional bores, pullboxes, conduits, duct banks,
and all associated system/infrastructure items. See applicable Intelligent
Transportation Systems sections, specifications, Plans, and applicable documents for
additional requirements.
o Full depth asphalt pavement section under the toll equipment structure including
striping in the final alignment.
o All roadside barriers fully constructed as shown in the RFP or Plans. All tolling loop
conduits, stub-ups, pull strings, pullboxes, encasements, and duct banks from the
pavement and adjacent areas to the existing or new toll equipment buildings or
tunnels.
o All toll equipment building or tunnel electrical, architectural, civil, mechanical, and
plumbing work, such as electrical panel installations and removals, primary/generator
power, conduit installation and removals, wall demolition and construction, core
drilling, wall painting, glass removal and installation, accessible floor removal and
replacement, HVAC installation and removal, bathroom lines sealing and capping,
maintenance access, parking lot, and building sidewalks.
o Certificate of occupancy for the toll equipment building and tunnels.
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Tolling Infrastructure Requirements TPPH Chapter 34
Q. Toll Equipment Removal
• In accordance with statute 273.055 the Department must properly disposition state owned
tangible personal property. The Department has identified its existing toll equipment as
equipment to be surplused for use as spares on other parts of the system or surplus in accordance
with state law. The Department shall remove toll equipment electronics prior to the demolition of
the toll plaza. The Department shall not remove all incidental hardware used to operate the
system, which shall be considered part of the toll plaza and shall be removed as part of the
demolition work. Incidental hardware shall include, but is not limited to: toll booths, cabling,
conduits, junction boxes, and other items.
• Three (3) working days shall be allowed for mainlines plazas and two (2) working days for ramp
plazas for the Department to remove the existing toll equipment at each tolling site after AET has
been implemented. These timeframes may have to be split between equipment removal necessary
for the commencement of construction work and prior to the demolition of a plaza.
• The schedule shall plan for the Department to remove the existing toll equipment (except cabling)
in a consecutive manner until the toll equipment has been removed at all toll plazas. A
consecutive manner is defined as continuous toll equipment removal from plaza to plaza (i.e. no
time gaps between the 2 and 3 working day periods mentioned above).
• MOT for the removal of tolling equipment is to be implemented by the Department.
• Demolition activities as defined elsewhere in this document shall only commence after the
identified toll equipment has been removed at a particular plaza.
R. Traffic Control and Toll Plaza Lane Closure Restrictions
• The Department
• shall be notified regarding toll lane closures as per the Department’s Lane Closure Policy. Toll
lane closures other than those depicted in the RFP requirements, Plans, and other applicable
documents shall not be allowed.
• The deployment of MOT devices might be implemented by the Department for the duration of
toll equipment installation and testing activities by the TEC. Please consult with the Department
if MOT is to be provided by the Department.
• Engineering design of the Traffic Control Plans (TCP) shall be provided for all activities by the
TEC as noted in other sections of the RFP and all other applicable documents.
• Engineering design of the Traffic Control Plans shall be provided and shall support roadway
closures as follows:
o For Mainline sites, 1000 feet of roadway on the approach and departure sides of each
toll equipment structure is required for toll equipment testing.
o For Ramps, a minimum of 500 feet of roadway on the approach and departure sides
of each toll equipment structure is required for toll equipment testing.
• The TCP design for other TEC activities shall follow requirements specified in this document and
elsewhere in the RFP, Plans, and all other applicable documents.
• Vehicles, equipment, and personnel other than those belonging to the Department Toll Operations
and the TEC, shall not intrude within the designated zones during the toll equipment installation
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Tolling Infrastructure Requirements TPPH Chapter 34
and testing periods. The designated zones shall be the area within the roadway approach and
departure for mainline and ramp toll plazas as follows:
o For Mainline sites, 1000 feet of roadway on the approach and departure sides of each
toll equipment structure.
o For Ramps, a minimum of 500 feet of roadway on the approach and departure sides
of each toll equipment structure.
• Together with the TCP plans, summary tables shall be provided containing all proposed toll lane
closure variations depicted in each traffic control phase for all toll plazas. The table format to be
used will be supplied by the Department.
• The lane type of any toll lane within a toll plaza shall not be changed. For example, a manned or
coin lane with SunPass capability shall not be converted to a SunPass Only lane.
• There shall always be SunPass Only toll lanes available at a plaza. The number of SunPass Only
toll lanes needed at a plaza shall be final approved by the Department based on all applicable
criteria, such as but limited to toll plaza traffic volumes and overall safety at the toll plaza.
• The traffic control at plaza shall accommodate the current toll plaza lane operation schedule. For
example, some plazas operate with “change provided” lanes during the day and “coin only”
collection at night to handle cash/coin collection. The number of cash and coin toll lanes needed
at a plaza shall be determined by the Department based on all applicable criteria.
• Once tolling revenue is being collected at the new tolling point: Transitioning vehicles over the
tolling lanes shall not be permitted; All vehicles shall travel within a tolling lane without merging
within or near the tolling loops pavement area; Straddling between two lanes or between a lane
and a shoulder shall not be permitted; Shoulders shall not be used as travel lanes within the
pavement segment that encompasses 100ft prior to and after the tolling loop pavement (300ft
total).
• When a toll lane is closed, PCMS boards shall be provided to notify the public of the closure.
PCMS boards shall be deployed one week prior to the toll lane closures for advance public notice.
• On ramps with multiple toll lanes, more than one (1) toll lane shall not be closed at any time
during the timeframes established by the Department.
• On ramps with a single toll lane, nighttime lane closures shall be allowed.
21

Departure
Toll Equipment
Arms
CENTERLINE OF
TOLL EQUIPMENT
&
PAVEMENT LOOPS
REFERENCE LINE
(See Loop Layout
Appendix for details)
Approach
Toll Equipment
Arms
20
6
14 9
5 12 8 4 10 7
3
Shoulder 2 Widths Vary
Toll Equipment Arm Number
Toll Equipment Arm Position
13
22.1'
18.4'
19.5'
19.5'
13.5'
Lane
15 ft
10.1'
7.5'
7.5'
6.4'
2 11
1.5'
1.9'
4.5'
4.5'
APPENDIX 1
Reference Line
Right Edge of Right Most Travel Lane
6.525'
1
Shoulder 1Widths Vary
TOLL EQUIPMENT ARM POSITIONING
SINGLE LANE WITH 2 SHOULDERS
5.75ft
11.5 ft
SHEET NO.
1 of 6

1- Lane (w/ 2 Shoulders) Device Mounting Configuration
Cross Section Tributary Area to be Profile Section Tributary Area to be
Dimension From Right Edge
Used for Wind Load Analysis. This Used for Wind Load Analysis. This
of The Rightmost Traveled Vertical Clearance from FinalArm
Mounting Position Area Shall be Applied to the Toll Area Shall be Applied to the Toll
Arm Mounting Roadway (Non-shoulder) Riding Surface of Pavement Type Device Mounting Point on the Arm Device Mounting Point on the Arm
Arm Number Gantry Location Lane Marking (ft)
(ft)
(See Appendix 2)
(sq. in.)
(sq. in.)
Arm 1 Approach -4.5 18.5 2 250 330
Arm 2 Approach 7.5 18.5 2 250 330
Arm 3 Approach 19.5 18.5 2 250 330
Arm 4 Departure -1.9 18.5 1 250 330
Arm 5 Departure 10.1 18.5 1 250 330
Arm 6 Departure 22.1 18.5 1 250 330
Arm 7 Departure -6.525 24.5 3 189 120
Arm 8 Departure 6.4 24.5 3 189 120
Arm 9 Departure 18.4 24.5 3 189 120
Arm 10 Departure -4.5 18.5 1 466 74
Arm 11 Approach 1.5 18.5 1 466 74
Arm 12 Departure 7.5 18.5 1 466 74
Arm 13 Approach 13.5 18.5 1 466 74
Arm 14 Departure 19.5 18.5 1 466 74
APPENDIX 1
TOLL EQUIPMENT ARM POSITIONING AND
TOLL EQUIPMENT AREAS
SINGLE LANE WITH 2 SHOULDERS
SHEET NO.
2 of 6

Departure
Toll Equipment
Arms
CENTERLINE OF
TOLL EQUIPMENT
&
PAVEMENT
LOOPS
REFERENCE LINE
(See Loop Layout
Appendix for details)
Approach
Toll Equipment
Arms
20
19
Shoulder 2 Widths Vary
Toll Equipment Arm Number
Toll Equipment Arm Position
17
8 12
7 11
6 10
5 9
32.6'
4 18 3 16 2
Lane 2
12 ft
28.9'
30'
30'
24'
20.6'
16.9'
18'
18'
15
12'
8.6'
Lane 1
12 ft
4.9'
6'
6'
3.4'
14
6'
6'
Reference Line
Right Edge of Right Most Travel Lane
7.1'
13
1
Shoulder 1 Widths Vary
APPENDIX 1
5.75 ft
TOLL EQUIPMENT ARM POSITIONING
DUAL LANE WITH 2 SHOULDERS
11.5 ft
SHEET NO.
3 of 6

2- Lane (w/ 2 Shoulders) Device Mounting Configuration
Cross Section Tributary Area to be Profile Section Tributary Area to
Dimension From Right Edge
Used for Wind Load Analysis. This be Used for Wind Load Analysis.
of The Rightmost Traveled Vertical Clearance from
Area Shall be Applied to the Toll This Area Shall be Applied to the
Arm Mounting Gantry Roadway (Non-shoulder) Final Riding Surface of Arm Mounting Position Type Device Mounting Point on the Arm Toll Device Mounting Point on the
Arm Number Location
Lane Marking (ft)
Pavement (ft)
(See Appendix 2)
(sq. in.)
Arm (sq. in.)
Arm 1 Approach -6 18.5 2 250 330
Arm 2 Approach 6 18.5 2 250 330
Arm 3 Approach 18 18.5 2 250 330
Arm 4 Approach 30 18.5 2 250 330
Arm 5 Departure -3.4 18.5 1 250 330
Arm 6 Departure 8.6 18.5 1 250 330
Arm 7 Departure 20.6 18.5 1 250 330
Arm 8 Departure 32.6 18.5 1 250 330
Arm 9 Departure -7.1 24.5 3 189 120
Arm 10 Departure 4.9 24.5 3 189 120
Arm 11 Departure 16.9 24.5 3 189 120
Arm 12 Departure 28.9 24.5 3 189 120
Arm 13 Departure -6 18.5 1 466 74
Arm 14 Approach 0 18.5 1 466 74
Arm 15 Departure 6 18.5 1 466 74
Arm 16 Approach 12 18.5 1 466 74
Arm 17 Departure 18 18.5 1 466 74
Arm 18 Approach 24 18.5 1 466 74
Arm 19 Departure 30 18.5 1 466 74
APPENDIX 1
TOLL EQUIPMENT ARM POSITIONING AND
TOLL EQUIPMENT AREAS
DUAL LANE WITH 2 SHOULDERS
SHEET NO.
4 of 6

Departure
Toll Equipment
Arms
CENTERLINE OF
TOLL EQUIPMENT
&
PAVEMENT LOOPS
REFERENCE LINE
(See Loop Layout
Appendix for details)
Approach
Toll Equipment
Arms
20
10
24
5
15
Shoulder 2 Widths Vary
Toll Equipment Arm Number
Toll Equipment Arm Position
23
22
9 14
8 13
7 12
6 11
4 21 3 19 2
Lane 3
12 ft
44.6'
20
40.9'
42'
42'
36'
32.6'
Lane 2
12 ft
28.9'
30'
30'
24'
20.6'
16.9'
18'
18'
18
8.6'
Lane 1
12 ft
4.9'
6'
6'
3.4'
17
6'
7.1'
6'
16
APPENDIX 1
1
5.75 ft
Reference Line
Right Edge of Right Most Traveled Lane
Shoulder 1 Widths Vary
TOLL EQUIPMENT ARM POSITIONING
TRIPLE LANE WITH 2 SHOULDERS
11.5 ft
SHEET NO.
5 of 6

Dimension From Right Edge
of The Rightmost Traveled
Roadway (Non-shoulder)
Lane Marking (ft)
3- Lane (w/ 2 Shoulders) Device Mounting Configuration
Vertical Clearance from
Final Riding Surface of
Pavement (ft)
Cross Section Tributary Area to be
Used for Wind Load Analysis. This
Area Shall be Applied to the Toll
Device Mounting Point on the Arm
(sq. in.)
Profile Section Tributary Area to be
Used for Wind Load Analysis. This
Area Shall be Applied to the Toll
Device Mounting Point on the Arm
(sq. in.)
Arm Mounting Gantry
Arm Mounting Position Type
Arm Number
Location
(See Appendix 2)
Arm 1 Approach -6 18.5 2 250 330
Arm 2 Approach 6 18.5 2 250 330
Arm 3 Approach 18 18.5 2 250 330
Arm 4 Approach 30 18.5 2 250 330
Arm 5 Approach 42 18.5 2 250 330
Arm 6 Departure -3.4 18.5 1 250 330
Arm 7 Departure 8.6 18.5 1 250 330
Arm 8 Departure 20.6 18.5 1 250 330
Arm 9 Departure 32.6 18.5 1 250 330
Arm 10 Departure 44.6 18.5 1 250 330
Arm 11 Departure -7.1 24.5 3 189 120
Arm 12 Departure 4.9 24.5 3 189 120
Arm 13 Departure 16.9 24.5 3 189 120
Arm 14 Departure 28.9 24.5 3 189 120
Arm 15 Departure 40.9 24.5 3 189 120
Arm 16 Departure -6 18.5 1 466 74
Arm 17 Approach 0 18.5 1 466 74
Arm 18 Departure 6 18.5 1 466 74
Arm 19 Approach 12 18.5 1 466 74
Arm 20 Departure 18 18.5 1 466 74
Arm 21 Approach 24 18.5 1 466 74
Arm 22 Departure 30 18.5 1 466 74
Arm 23 Approach 36 18.5 1 466 74
Arm 24 Departure 42 18.5 1 466 74
APPENDIX 1
TOLL EQUIPMENT ARM POSITIONING AND
TOLL EQUIPMENT AREAS
TRIPLE LANE WITH 2 SHOULDERS
SHEET NO.
6 of 6

2.875 O.D.
50.000
45.381
SIDE VIEW
R 8.000
BOTTOM VIEW
LOWER ARM PIPE ELBOW
ITEM
6 1
20.000
QTY
15.381
PART NUMBER
PIPE 2.5 x 60
NOTE: DEGREASE INSIDE OF PIPE.
By Description
T.E.S. LOWER ARM
0.208
Parts List
MATERIAL
REVISIONS
0.208
DESCRIPTION
TOP VIEW
R 8.000
15.381
SIDE VIEW
20.000
UPPER ARM PIPE ELBOW
Aluminum-6061-T6 PIPE 2.5" DIA, SCHED 40
Date By Description
Date
45.381
50.000
2.875 O.D.
NOTES:
0.250
B
R 3.850
R 3.062
R 0.195
0.397 DIA.
SIDE VIEW
20.405
BOTTOM VIEW
2.413
2.250
DETAIL C
0.250
1. WELDING OPERATIONS AND PROCEDURES SHALL BE QUALIFIED
TO AMERICAN WELDING SOCIETY STRUCTURAL WELDING CODE
(ALUMINUM) AWS D1.2, (CURRENT EDITION).
2. QUALIFICATION FOR WELDING AND WORKMANSHIP SHALL
CONFORM TO AWS D1.2, (CURRENT EDITION), (ALUMINUM).
3. POST WELD CLEANING, REMOVE SPLASH AND SOOT.
4. ALL DIMENSIONS ARE IN "INCHES", UNLESS OTHERWISE NOTED.
A
C
3.898
2.500
VIEW A-A
ITEM
2
3
6
A
QTY
1
1
1
0.250
TOLL EQUIPMENT STRUCTURE LOWER ARM WELDMENT
STATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
ROAD NO. COUNTY
kn023ba
FINANCIAL PROJECT ID
SHEET TITLE:
PROJECT NAME:
Parts List
2
PART NUMBER
T.E.S. LOWER END
BUTCH PL
T.E.S. LOWER ARM
PIPE 2.5" x 60"
12.000 MAX.
12.000 MAX.
6
3
T.E.S. RND VERT CAP
APPENDIX 2
TOLL EQUIPMENT
TOLL EQUIPMENT
ARM ADJUSTIBILITY
ARM ADJUSTIBILITY
7.700
FRONT VIEW
DETAIL B
TOLL EQUIPMENT J-ARM TYPICAL
DESCRIPTION
5/3/2010 2:57:07 PM S:\Brett Andrews\Files from Rodrigo\TS-7.1.dgn
REF.
POINT
40.688 (REF.)
62.425
REF. DWG. NO.
SHEET NO.
1 of 4

R 3.850
1.938
0.500
R 0.125
1.500
NOTES:
R 3.062
R 0.195
1.125
FRONT VIEW
BOTTOM VIEW
LOWER ARM INTERFACE BRACKET
NOTE: CHAMFER ALL EDGES 1/64" x 1/64".
ITEM
2
{ PIPE
ITEM
4
2.000
1. BREAK ALL EDGES.
QTY PART NUMBER
1
R 0.032
SIDE VIEW
1.625
PLAN VIEW
2. CLEAN AND DEGREASE PART.
QTY PART NUMBER
1 GNT-000-0800005
By Description
T.E.S. LOWER END
BUTCH PL
Parts List
{ PIPE AND BRACKET
R 1.438
Parts List
MATERIAL
Aluminum-6061-T6
0.015 x 45.0^ Chamfer
J-ARM PIPE SADDLE DETAIL
MATERIAL
Aluminum-6061-T6
REVISIONS
4 PLACES
END VIEW
DESCRIPTION
1/4" PLATE
DESCRIPTION
1"x 1 1/2" BAR STOCK
2.500
1.949
ISOMETRIC VIEW
Date By Description
Date
0.250
SIDE VIEW
ITEM
5
ITEM
3
END VIEW
0.250
SIDE VIEW
END CAP FOR PIPE 2 1/2", SCHED 40
NOTE: CHAMFER ALL EDGES 1/64" x 1/64".
QTY PART NUMBER
1
SIDE VIEW
QTY PART NUMBER
1
4.023
+0.032
-0.032
3/8-16 UNC - 1A
PLAN VIEW
T.E.S. RND
VERT CAP
1.485
+0.032
-0.000
J-ARM U-BOLT DETAIL
Parts List
Parts List
END VIEW
GNT-000-0800006 316 STAINLESS STEEL
MATERIAL
Aluminum-6061-T6
3.250
+0.010
-0.005
NOTE: THREADS TO BE COATED WITH A SUITABLE ANTI-GALL COMPOUND.
MATERIAL DESCRIPTION
STATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
ROAD NO. COUNTY
kn023ba
DESCRIPTION
1/4" PLATE
FINANCIAL PROJECT ID
3/8-16 UNC - 1B
ITEM
1
SHEET TITLE:
PROJECT NAME:
0.555
TOP VIEW SIDE VIEW BOTTOM VIEW
QTY PART NUMBER
+0.015
-0.015
Parts List
+0.032
0.329 -0.000
0.126
1 GNT-000-0800008 316 STAINLESS STEEL
MATERIAL DESCRIPTION
NOTE: ALL DIMENSIONS ARE IN "INCHES" UNLESS OTHERWISE NOTED.
APPENDIX 2
TOLL EQUIPMENT J-ARM TYPICAL
5/3/2010 2:58:30 PM S:\Brett Andrews\Files from Rodrigo\TS-7.2.dgn
REF. DWG. NO.
SHEET NO.
2 of 4

A
HSS 4.500x.188,
TOLL EQUIPMENT
SUPPORT PIPE
A
3/8" DIA. S.S. U-BOLT,
(TYP. 2 PLACES, ITEM 5)
1.00
By Description
1.375
1.625 1.625 1.375
4.00 4.00
8.00
J-ARM PIPE, ALUM.
(ITEM 6)
PIPE CLAMP, ALUM.
(TYP. 2 PLACES, ITEM 4)
PL 1/4" STAINLESS STEEL
1.00 1.562 2.438 2.438 1.562 1.00
5.00 5.00
10.00
HSS 4.500x0.237,
TOLL EQUIPMENT
SUPPORT PIPE
PIPE CLAMP, ALUM.
(TYP. 2 PLACES, ITEM 4)
PL 1/4" STAINLESS STEEL
3/8" DIA. S.S.
SELF-LOCKING NUT
(TYP. 4 PLACES, ITEM 1)
ELEVATION VIEW SECTION A-A
REVISIONS
Date By Description
Date
1.00
PIPE CLAMP, GALV.
(TYP. 2 PLACES, ITEM 7)
3/8" DIA. S.S. U-BOLT,
(TYP. 2 PLACES, ITEM 9)
PIPE CLAMP, GALV.
(TYP. 2 PLACES, ITEM 7)
STATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
ROAD NO. COUNTY
kn023ba
FINANCIAL PROJECT ID
2.750
SHEET TITLE:
PROJECT NAME:
4.938
2.188
5/3/2010 3:01:01 PM S:\Brett Andrews\Files from Rodrigo\TS-7.3.dgn
J-ARM PIPE, ALUM.
(ITEM 6)
3/8" DIA. S.S. U-BOLT,
(TYP. 2 PLACES, ITEM 5)
3/8" DIA. S.S.
SELF-LOCKING NUT
(TYP. 4 PLACES, ITEM 1)
NOTE: ALL DIMENSIONS ARE IN "INCHES" UNLESS OTHERWISE NOTED.
APPENDIX 2
TOLL EQUIPMENT J-ARM TYPICAL
REF. DWG. NO.
SHEET NO.
3 of 4

2.750
2.000
0.500
{ PIPE
NOTES:
1. BREAK ALL EDGES.
ITEM
7
R 0.050
3.000
2.438
2. CLEAN AND DEGREASE PART.
SIDE VIEW
QTY PART NUMBER
1 GNT-000-080000X
By Description
{ PIPE AND BRACKET
PLAN VIEW
R 2.260
0.015 x 45.0^ Chamfer
Parts List
MATERIAL
Galvanized Steel
REVISIONS
END VIEW
R 0.125
DESCRIPTION
1"x2" BAR STOCK
Date By Description
Date
2.750
2.000
{ PIPE
0.500
NOTES:
1. BREAK ALL EDGES.
ITEM
8
R 0.050
3.250
2.563
2. CLEAN AND DEGREASE PART.
SIDE VIEW
QTY PART NUMBER
1 GNT-000-080000X
{ PIPE AND BRACKET
PLAN VIEW
R 2.260
0.015 x 45.0^ Chamfer
HSS 4.500 PIPE TO J-ARM PLATE - SADDLE DETAIL HSS 4.500 PIPE TO W5 - SADDLE DETAIL
ITEM
10
7.125
+0.032
-0.032
5/8-16 UNC - 1A
PLAN VIEW
1.750
+0.032
-0.032
SIDE VIEW
QTY PART NUMBER
1 GNT-000-080000X
Parts List
END VIEW
TRI-CHORD PIPE TO W5x16 - U-BOLT DETAIL
MATERIAL DESCRIPTION
GALVANIZED STEEL
6.185
+0.010
-0.005
ITEM
11
6.625
+0.032
-0.032
5/8-16 UNC - 1A
PLAN VIEW
1.750
+0.032
-0.032
SIDE VIEW
QTY PART NUMBER
1 GNT-000-080000X
Parts List
Parts List
MATERIAL
Galvanized Steel
END VIEW
DESCRIPTION
STATE OF FLORIDA
DEPARTMENT OF TRANSPORTATION
ROAD NO. COUNTY
END VIEW
R 0.125
1"x2" BAR STOCK
HSS 4.500 PIPE TO W5x16 - U-BOLT DETAIL
MATERIAL DESCRIPTION
GALVANIZED STEEL
5.125
+0.010
-0.005
kn023ba
FINANCIAL PROJECT ID
ITEM
9
QTY PART NUMBER
1
PLAN VIEW
2.868
+0.032
-0.000
SIDE VIEW
NOTE: THREADS TO BE COATED WITH A SUITABLE ANTI-GALL COMPOUND.
SHEET TITLE:
PROJECT NAME:
5.898
+0.032
-0.032
3/8-16 UNC - 1A
Parts List
GNT-000-080000X 316 STAINLESS STEEL
END VIEW
HSS 4.500 PIPE TO J-ARM PLATE - U-BOLT DETAIL
MATERIAL DESCRIPTION
5/3/2010 3:02:30 PM S:\Brett Andrews\Files from Rodrigo\TS-7.4.dgn
4.875
+0.010
-0.005
NOTE: ALL DIMENSIONS ARE IN "INCHES" UNLEES OTHERWISE NOTED.
APPENDIX 2
TOLL EQUIPMENT J-ARM TYPICAL
REF. DWG. NO.
SHEET NO.
4 of 4

From
To
Cable Type Outside Diameter Bending Radius
Cable ID (Gantry Equipment Name) (Equipment Name) (Data/Power/Both) (Unit)
(Unit)
1 Arm 1 Building Equipment Data/Power 0.65" 5.0"
2 Arm 2 Building Equipment Data/Power 0.65" 5.0"
3 Arm 3 Building Equipment Data/Power 0.65" 5.0"
4 Arm 4 Building Equipment Data/Power 0.65" 5.0"
5 Arm 5 Building Equipment Data/Power 0.65" 5.0"
6 Arm 6 Building Equipment Data/Power 0.65" 5.0"
7 Arm 7 Building Equipment Power 0.4" 3.8"
8 Arm 8 Building Equipment Power 0.4" 3.8"
9 Arm 9 Building Equipment Power 0.4" 3.8"
10 Arm 7 Building Equipment Data 0.3" TBD
11 Arm 8 Building Equipment Data 0.3" TBD
12 Arm 9 Building Equipment Data 0.3" TBD
13 Arm 10 E6 Cabinet RF 0.405" 4.0"
14 Arm 10 E6 Cabinet RF 0.242" 1.0"
15 Arm 11 E6 Cabinet RF 0.405" 4.0"
16 Arm 11 E6 Cabinet RF 0.242" 1.0"
17 Arm 12 E6 Cabinet RF 0.405" 4.0"
18 Arm 12 E6 Cabinet RF 0.242" 1.0"
19 Arm 13 E6 Cabinet RF 0.405" 4.0"
20 Arm 13 E6 Cabinet RF 0.242" 1.0"
21 Arm 14 E6 Cabinet RF 0.405" 4.0"
22 Arm 14 E6 Cabinet RF 0.242" 1.0"
23 CCTV Lane Overview Building Equipment Power 0.32" 3.25"
24 CCTV Gantry Overview Building Equipment Power 0.32" 3.25"
25 CCTV Lane Overview Building Equipment Data 0.3" 0.5"
26 CCTV Gantry Overview Building Equipment Data 0.3" 0.5"
APPENDIX 5
TOLL EQUIPMENT CABLING INVENTORY
SINGLE LANE WITH 2 SHOULDERS
SHEET NO.
1 of 3

From
To
Cable Type Outside Diameter Bending Radius
Cable ID (Gantry Equipment Name) (Equipment Name) (Data/Power/Both) (Unit)
(Unit)
1 Arm 1 Building Equipment Data/Power 0.65" 5.0"
2 Arm 2 Building Equipment Data/Power 0.65" 5.0"
3 Arm 3 Building Equipment Data/Power 0.65" 5.0"
4 Arm 4 Building Equipment Data/Power 0.65" 5.0"
5 Arm 5 Building Equipment Data/Power 0.65" 5.0"
6 Arm 6 Building Equipment Data/Power 0.65" 5.0"
7 Arm 7 Building Equipment Data/Power 0.65" 5.0"
8 Arm 8 Building Equipment Data/Power 0.65" 5.0"
9 Arm 9 Building Equipment Power 0.4" 3.8"
10 Arm 10 Building Equipment Power 0.4" 3.8"
11 Arm 11 Building Equipment Power 0.4" 3.8"
12 Arm 12 Building Equipment Power 0.4" 3.8"
13 Arm 9 Building Equipment Data 0.3" TBD
14 Arm 10 Building Equipment Data 0.3" TBD
15 Arm 11 Building Equipment Data 0.3" TBD
16 Arm 12 Building Equipment Data 0.3" TBD
17 Arm 13 E6 Cabinet RF 0.405" 4.0"
18 Arm 13 E6 Cabinet RF 0.242" 1.0"
19 Arm 14 E6 Cabinet RF 0.405" 4.0"
20 Arm 14 E6 Cabinet RF 0.242" 1.0"
21 Arm 15 E6 Cabinet RF 0.405" 4.0"
22 Arm 15 E6 Cabinet RF 0.242" 1.0"
23 Arm 16 E6 Cabinet RF 0.405" 4.0"
24 Arm 16 E6 Cabinet RF 0.242" 1.0"
25 Arm 17 E6 Cabinet RF 0.405" 4.0"
26 Arm 17 E6 Cabinet RF 0.242" 1.0"
27 Arm 18 E6 Cabinet RF 0.405" 4.0"
28 Arm 18 E6 Cabinet RF 0.242" 1.0"
29 Arm 19 E6 Cabinet RF 0.405" 4.0"
30 Arm 19 E6 Cabinet RF 0.242" 1.0"
31 CCTV Lane Overview Building Equipment Power 0.32" 3.25"
32 CCTV Gantry Overview Building Equipment Power 0.32" 3.25"
33 CCTV Lane Overview Building Equipment Data 0.3" 0.5"
34 CCTV Gantry Overview Building Equipment Data 0.3" 0.5"
APPENDIX 5
TOLL EQUIPMENT CABLING INVENTORY
DUAL LANE WITH 2 SHOULDERS
SHEET NO.
2 of 3

From
To
Cable Type Outside Diameter Bending Radius
Cable ID (Gantry Equipment Name) (Equipment Name) (Data/Power/Both) (Unit)
(Unit)
1 Arm 1 Building Equipment Data/Power 0.65" 5.0"
2 Arm 2 Building Equipment Data/Power 0.65" 5.0"
3 Arm 3 Building Equipment Data/Power 0.65" 5.0"
4 Arm 4 Building Equipment Data/Power 0.65" 5.0"
5 Arm 5 Building Equipment Data/Power 0.65" 5.0"
6 Arm 6 Building Equipment Data/Power 0.65" 5.0"
7 Arm 7 Building Equipment Data/Power 0.65" 5.0"
8 Arm 8 Building Equipment Data/Power 0.65" 5.0"
9 Arm 9 Building Equipment Data/Power 0.65" 5.0"
10 Arm 10 Building Equipment Data/Power 0.65" 5.0"
11 Arm 11 Building Equipment Power 0.4" 3.8"
12 Arm 12 Building Equipment Power 0.4" 3.8"
13 Arm 13 Building Equipment Power 0.4" 3.8"
14 Arm 14 Building Equipment Power 0.4" 3.8"
15 Arm 15 Building Equipment Power 0.4" 3.8"
16 Arm 11 Building Equipment Data 0.3" TBD
17 Arm 12 Building Equipment Data 0.3" TBD
18 Arm 13 Building Equipment Data 0.3" TBD
19 Arm 14 Building Equipment Data 0.3" TBD
20 Arm 15 Building Equipment Data 0.3" TBD
21 Arm 16 E6 Cabinet RF 0.405" 4.0"
22 Arm 16 E6 Cabinet RF 0.242" 1.0"
23 Arm 17 E6 Cabinet RF 0.405" 4.0"
24 Arm 17 E6 Cabinet RF 0.242" 1.0"
25 Arm 18 E6 Cabinet RF 0.405" 4.0"
26 Arm 18 E6 Cabinet RF 0.242" 1.0"
27 Arm 19 E6 Cabinet RF 0.405" 4.0"
28 Arm 19 E6 Cabinet RF 0.242" 1.0"
29 Arm 20 E6 Cabinet RF 0.405" 4.0"
30 Arm 20 E6 Cabinet RF 0.242" 1.0"
31 Arm 21 E6 Cabinet RF 0.405" 4.0"
32 Arm 21 E6 Cabinet RF 0.242" 1.0"
33 Arm 22 E6 Cabinet RF 0.405" 4.0"
34 Arm 22 E6 Cabinet RF 0.242" 1.0"
35 Arm 23 E6 Cabinet RF 0.405" 4.0"
36 Arm 23 E6 Cabinet RF 0.242" 1.0"
37 Arm 24 E6 Cabinet RF 0.405" 4.0"
38 Arm 24 E6 Cabinet RF 0.242" 1.0"
39 CCTV Lane Overview Building Equipment Power 0.32" 3.25"
40 CCTV Gantry Overview Building Equipment Power 0.32" 3.25"
41 CCTV Lane Overview Building Equipment Data 0.3" 0.5"
42 CCTV Gantry Overview Building Equipment Data 0.3" 0.5"
APPENDIX 5
TOLL EQUIPMENT CABLING INVENTORY
TRIPLE LANE WITH 2 SHOULDERS
SHEET NO.
3 of 3

APPENDIX 7 – CONCRETE TOLL EQUIPMENT BUILDINGS
General Notes
Codes and Standards:
Florida Building Code 2007, High Velocity Hurricane Zone (HVHZ), with latest attachments.
ACI 318-05
ASCE 7-05
TPPPH Electrical Specifications.
Design Loads:
Vertical Loads
• Roof Superimposed Live Load: 30 PSF
• Roof Dead Load to be based on actual structural weights of materials.
Wind Loads (Per FBC and ASCE 7)
• V = 146 mph as defined in FBC 2007, HVHZ
• I = 1.15
• Exposure Category C
Insulation Ratings
• Roof: R-19 minimum
• Wall: R-5 minimum
Architectural Requirements
• The intent of these requirements are to provide a low maintenance, visually pleasing, cost effective equipment building to house and protect tolling equipment from the elements and vandalism. The building can be precast
concert or concrete built in place. Precast Manufacturer: Concrete Modular Systems, Inc., PO Box 531573, St Petersburg, Fl. 3347-1537; Ph: 727-945-1864; Model Number FDOT 12X24X10 or approved equal.
• The Department will require no less than two exterior elevation schemes to review and select one for further development. The selected exterior elevation shall be the basis of all applicable sites for all phases of the South Florida
All Electronic Tolling.
• Exterior finishes options shall include primed and painted stucco (smooth or textured) or cement finishes cast as part of the wall both with a pattern of one inch wide reveals uniformly placed vertically and horizontally.
• All surfaces shall be painted, color to be selected by the Department.
• Access to the building from the parking area shall be by concrete walkways a minimum of 5 feet wide to provide removal and installation of all toll equipment and accessories.
• Maximum ramp slope shall be 1 in 12 with a finish compliant with authorities having jurisdiction.
• The roof structure of the equipment building shall be concrete and provided with a single ply modified bitumen system similar to products supplied by Soprema and a 15 year warranty. Roof flashing shall be a minimum of 24
gauge hot dipped galvanized metal.
• Entry door hardware shall include as a minimum – vinyl corner guards on the interior and exterior door jambs minimum 48” high, armor plate 24” high less door width 2”, weather stripping, lock set, deadlock, multi point lock, door
drip cap, threshold with weather strip, door closer with integral stop, heavy duty hinges with non removable pins, security devices, key pad for door access, key box (Knox Box) for shut down switch, sign for shunt switch, locks
and other accessories as described or attached to facilitate a fully functioning climate controlled secure building.
• All interior wall surfaces shall be ¾” painted plywood, smooth, free of blemishes and surface irregularities’. Plywood shall be installed on pressure treated furring strips with insulation. Painted white.
• Ceiling shall be 5/8’ gypsum with insulation, taped and finished. Painted white.
• Provide one wall mounted fire extinguisher as applicable to materials and equipment used on the interior.
• Lightning protection shall be provided; all air terminal details shall be approved by the roofing supplier for warranty purposes, See electrical requirements for further information.
Appendix 7 – Concrete Toll Equipment Buildings Page 1

• All concrete floors shall be sealed with clear sealer.
• Provide as a minimum four vandal resistant exterior lights one at the front door and at all sides of the building. See electrical for lighting control.
• HVAC units, generator, and tank and accessories exposed to lawn mowers and motor vehicles shall be protected by 4” pipe bollards concrete filled, painted yellow spaced not more than 48” o/c and at all corners.
• Placement of fuel lines and accessories shall be positioned, marked or covered to not create a trip hazard.
Mechanical - Ramp Gantry Buildings
HVAC System
AC-1&2 – Exterior wall mounted DX Package Computer Room System.
Performance - Net Capacity with room temperature at 75°F DB/62.5°F WB, Outdoor Ambient 95°F, Total 20,900 BTU/H and Sensible 17,900 BTU/H
System Components:
• Evaporator Coil - The evaporator coil shall be constructed of mechanically expanded copper tubes in enhanced surface aluminum fins with a coated, galvanized, steel condensate drain pan.
• Condenser Coil - The air-cooled condenser coil shall be constructed of mechanically expanded copper tubes in enhanced surface aluminum fins. Components are rated for up to 115°F (46°C) ambient.
• Evaporator Blower - Evaporator air shall be supplied by a direct drive blower package. Fans are centrifugal, double width, double inlet.
• Filter - 2 in. deep, pleated, with a minimum efficiency rating of 20% (based on ASHRAE standard 52.1). Located within the cabinet, the filter is serviceable from the front of the unit.
• Cabinet - The exterior cabinet shall be constructed of painted steel. Internal structural parts (including base) are hot dipped galvanized steel. The evaporator compartment shall be insulated with 1/2-in. thick, 2 lb. density,
neoprene faced, and fiberglass insulation.
• Compressor – The compressor shall be a Scroll Compressor and feature a suction gas cooled motor, an internal centrifugal oil pump, vibration isolating mountings and internal thermal overloads.
• Dual Unit Control - Hinged cover dual unit control (DUC) with a 2-stage heat/cool thermostat and individual heat/cool setpoints, adjustable interstage differentials, and bimetallic elements. The control features a solid state timer
with 1-2-4-8 day sequence. Unit lead selector, Unit 1 & 2 power-on LEDs, Unit 1 or 2 lead unit LEDs, 48-hour program save on loss of power, industry standard connections and 24-volt power from each unit. The DUC provides
auto sequencing and displays on-status and operating status parameters. HVAC systems shall be provided with Modbus TCP communication port cards.
• Provide Lockout Relay, Electric Re-Heat as needed for dehumidifying the building based on DBT calculations, All Aluminum louvered Indoor Supply/Return Grills and engraved plastic equipment name plates for all new
equipment.
• Requirements were based on an unmanned building with no outside air. Requirements will change if outside air is introduced and the design must be changed accordingly if building must have outside air.
Generator Fuel System
• Fuel Tank/System - Provide aboveground concrete vaulted double wall steel tank ConVault or approved equal. The tank shall be designed in accordance to NFPA 110 and sized as a Class 72 EPSS (Emergency Power Supply
System). Rated shall be defined as the maximum nameplate rating (KW) of the generator unit. In addition, the design shall be in accordance with the following guidelines: The tank shall be for diesel fuel as specified herein,
including rough-in, installation of equipment, piping between equipment and utilities, and final connection of utilities, with all labor, services, and incidentals necessary for complete and operational equipment installation. Also
provide leak detection and overfill alarm console with low level, high level, and leak detection capabilities. Set at high level at 90% and low level 80% tank fill). The console shall have one switch alarm for the leak detection float
switch and stem with sensor cable for tank interstitial space monitoring. The console enclosure shall be NEMA 4 located on back side of building or freestanding next to fuel tank. The tank shall include a 4-20 milliamp analog fuel
level sensor Gems Sensors XT-800 Series (Part No. 52555) or approved equal. Provide all associated conduit/pullboxes for connecting the 4-20 milliamp sensor with the SCADA system.
• Fuel Piping: Piping for diesel supply and return shall be standard weight carbon steel, ASTM A-53 grade B ERW or seamless. Piping sections shall be supplied of adequate lengths as required to minimize field joint and fittings.
• Refer to Turnpike standard installation details attached for additional requirements.
• Provide engraved plastic equipment name plates for all new equipment.
Mechanical - Mainline Gantry Buildings Serving Two Gantries
• Same as the ramp with the following exceptions:
• Performance - Net Capacity room temperature at 75°F DB/62.5°F WB, Outdoor Ambient 95°F, Total 44,200 BTU/H and Sensible 36,900 BTU/H
Appendix 7 – Concrete Toll Equipment Buildings Page 2

Electrical - General
• Please refer to the Electrical Specifications of the TPPPH for additional requirements.
• All interior conduits, receptacles, disconnect switches, panel boards, light fixtures, light switches, and will be surface mounted.
• All wiring shall be copper.
• Minimum conduit size is 3/4”
• Disconnect switches shall be heavy duty type.
• Security system shall be Johnson Control.
Electrical - Ramp Gantry Buildings
• Disconnect switches for the wall mounted HVAC units shall be NEMA 3R.
• Service entrance disconnect switch shall be 2 pole, 400 amp, 120/240 volts in NEMA 1.
• Normal power panel shall be surface mounted type and rated for 400 amp, Main lugs only, 120/240 volts, 1phase, 3 wires.
• Clean power panel shall be Square D Power Link surface mounted type and rated for 125 amps, with main circuit breaker, 30 circuits, 120/240 volts, 1 phase, 3 wire, or 30 circuits, 120/208 volts, 3 phase, 4 wire. The
specifications of the clean power panels for existing buildings shall match the specifications of the existing electrical system.
• All Powerlink G3 clean power panels shall be provided populated with fifteen (15) 20A breakers and three (3) 30A breakers. The clean power panel shall only feed the following systems: tolling, security, communications, and
SCADA.
• Exterior light fixtures shall be compact fluorescent type, with photocell control.
• Interior light fixtures shall be 4 foot lenses industrial fluorescent fixture with 2-32 watt T-8 lamps.
• Provide two wall-mounted emergency battery pack light fixtures.
• Provide power for the electronic fuel monitoring system.
• Provide power for the HVAC alternator.
• Provide two manual shunt trips one for normal power shut off and the other one generator power shut off. The shunt trip buttons shall be housed in a Knox box.
• Provide four surface mounted, 20Amp, and 120 volt duplex receptacle.
• Provide four surface mounted 20Amp, 120 volt light switch.
• Provide 20Amp, 120 volt GFI weatherproof receptacle in flush-mounted heavy duty enclosure on the exterior for maintenance of HVAC equipment and gen. set.
• Provide new diesel driven generator in accordance with the Electrical Specifications Section 263213 of the TPPPH.
• Provide copper lightning protection system to building consisting of air terminals, lightning conductor, ground rods and down conductors bonding to a grounding loop. The electrical room ground bus bar and the gantry lightning
protection system shall be bonded to grounding loop. Contractor to Obtain UL Master Label for all lightning protection systems.
Appendix 7 – Concrete Toll Equipment Buildings Page 3

• All new facilities shall be provided with a grounding system providing a resistance to ground of five ohms or less. Existing facilities shall be modified so the existing grounding system provides a resistance to ground of five ohms
or less. Common grounding interconnection per NFPA 780, article 4.14 shall be provided. Grounding system shall be compliant with ANSI/TIA/EIA J-STD-607-A - Commercial Building Grounding (Earthing) and Bonding
Requirements for Telecommunications.
• The Design/Build Firm shall provide lockable ground rod inspection wells for the made electrodes (ground rods) of the power distribution system. The inspection wells shall be non-metallic and non conductive. The inspection well
cover shall be vented to allow for water intrusion into the well.
• Provide modular type surge protection for the clean power panel, between the generator and main feed, and utility main and the building connection. The surge suppressors shall be modular per phase. The surge suppressors
shall be connected to the applicable panels via in-panel circuit breakers and not via the main lugs. Surge Protection Device(s) shall be ANSI/UL 1449 listed, Suppressed Voltage Rating (SVR) of 330V (208Y/120) and 700V
(480Y/277), 200kAIC UL Listed SCCR, 240kA/phase Base Surge Current Rating and tested in accordance with ANSI/IEEE C62.41.” Surge protection devices shall be manufactured by APT, Liebert, or LEA International.
Electrical - Gantry Buildings Serving Two Gantries
• Same as the ramp with the following exceptions:
• Two Clean power panel shall be Square D Power Link surface mounted type and rated for 125 amps, with main circuit breaker, 30 circuits, 120/240 volts, 1 phase, 3 wire, or 30 circuits, 120/208 volts, 3 phase, 4 wire. The
specifications of the clean power panels for existing buildings shall match the specifications of the existing electrical system.
• Provide two 30 amp electrical connection in rigid metal conduit from the clean power panel to Toll Equipment Racks.
• Service entrance disconnect switch shall be 2 pole, 400 amp, 120/240 volts in NEMA 1.
• Normal power panel shall be surface mounted type and rated for 400 amp, Main lugs only, 120/240 volts, 1phase, 3 wires.
Appendix 7 – Concrete Toll Equipment Buildings Page 4

APPENDIX 8.1
PRE-FABRICATED
BUILDING DESIGN
PLANS EXAMPLE

APPENDIX 8.1
PRE-FABRICATED
BUILDING DESIGN
PLANS EXAMPLE

APPENDIX 8.1
PRE-FABRICATED
BUILDING DESIGN
PLANS EXAMPLE

APPENDIX 8.1
PRE-FABRICATED
BUILDING DESIGN
PLANS EXAMPLE

APPENDIX 8.1
PRE-FABRICATED
BUILDING DESIGN
PLANS EXAMPLE

APPENDIX 8.1
PRE-FABRICATED
BUILDING DESIGN
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APPENDIX 8.1
PRE-FABRICATED
BUILDING DESIGN
PLANS EXAMPLE

APPENDIX 8.1
PRE-FABRICATED
BUILDING DESIGN
PLANS EXAMPLE

APPENDIX 8.1
PRE-FABRICATED
BUILDING DESIGN
PLANS EXAMPLE

APPENDIX 8.1
PRE-FABRICATED
BUILDING DESIGN
PLANS EXAMPLE

APPENDIX 8.1
PRE-FABRICATED
BUILDING DESIGN
PLANS EXAMPLE

APPENDIX 8.1
PRE-FABRICATED
BUILDING DESIGN
PLANS EXAMPLE

APPENDIX 8.1
PRE-FABRICATED
BUILDING DESIGN
PLANS EXAMPLE

APPENDIX 8.1
PRE-FABRICATED
BUILDING DESIGN
PLANS EXAMPLE

APPENDIX 8.1
PRE-FABRICATED
BUILDING DESIGN
PLANS EXAMPLE

APPENDIX 8.1
PRE-FABRICATED
BUILDING DESIGN
PLANS EXAMPLE

APPENDIX 8.1
PRE-FABRICATED
BUILDING DESIGN
PLANS EXAMPLE

APPENDIX 8.1
PRE-FABRICATED
BUILDING DESIGN
PLANS EXAMPLE

APPENDIX 8.1
PRE-FABRICATED
BUILDING DESIGN
PLANS EXAMPLE

APPENDIX 8.1
PRE-FABRICATED
BUILDING DESIGN
PLANS EXAMPLE

APPENDIX 8.1
PRE-FABRICATED
BUILDING DESIGN
PLANS EXAMPLE

APPENDIX 8.1
PRE-FABRICATED
BUILDING DESIGN
PLANS EXAMPLE

APPENDIX 8.1
PRE-FABRICATED
BUILDING DESIGN
PLANS EXAMPLE

APPENDIX 8.1
PRE-FABRICATED
BUILDING DESIGN
PLANS EXAMPLE

APPENDIX 8.1
PRE-FABRICATED
BUILDING DESIGN
PLANS EXAMPLE

APPENDIX 8.1
PRE-FABRICATED
BUILDING DESIGN
PLANS EXAMPLE

APPENDIX 8.1
PRE-FABRICATED
BUILDING DESIGN
PLANS EXAMPLE

APPENDIX 8.1
PRE-FABRICATED
BUILDING DESIGN
PLANS EXAMPLE

APPENDIX 8.1
PRE-FABRICATED
BUILDING DESIGN
PLANS EXAMPLE

APPENDIX 8.2
PRE-FABRICATED
BUILDING DESIGN PLANS
EXAMPLE

APPENDIX 8.2
PRE-FABRICATED
BUILDING DESIGN
PLANS EXAMPLE

APPENDIX 8.2
PRE-FABRICATED
BUILDING DESIGN PLANS
EXAMPLE

APPENDIX 8.2
PRE-FABRICATED
BUILDING DESIGN PLANS
EXAMPLE

APPENDIX 8.2
PRE-FABRICATED
BUILDING DESIGN PLANS
EXAMPLE

APPENDIX 8.2
PRE-FABRICATED
BUILDING DESIGN PLANS
EXAMPLE

APPENDIX 8.2
PRE-FABRICATED
BUILDING DESIGN PLANS
EXAMPLE

APPENDIX 8.2
PRE-FABRICATED
BUILDING DESIGN PLANS
EXAMPLE

APPENDIX 8.2
PRE-FABRICATED
BUILDING DESIGN PLANS
EXAMPLE

APPENDIX 8.2
PRE-FABRICATED
BUILDING DESIGN PLANS
EXAMPLE

APPENDIX 8.2
PRE-FABRICATED
BUILDING DESIGN PLANS
EXAMPLE

APPENDIX 8.2
PRE-FABRICATED
BUILDING DESIGN PLANS
EXAMPLE

APPENDIX 8.2
PRE-FABRICATED
BUILDING DESIGN PLANS
EXAMPLE

APPENDIX 8.2
PRE-FABRICATED
BUILDING DESIGN PLANS
EXAMPLE

APPENDIX 8.2
PRE-FABRICATED
BUILDING DESIGN PLANS
EXAMPLE

APPENDIX 8.2
PRE-FABRICATED
BUILDING DESIGN PLANS
EXAMPLE

APPENDIX 8.2
PRE-FABRICATED
BUILDING DESIGN PLANS
EXAMPLE

APPENDIX 8.2
PRE-FABRICATED
BUILDING DESIGN PLANS
EXAMPLE

APPENDIX 8.2
PRE-FABRICATED
BUILDING DESIGN PLANS
EXAMPLE

APPENDIX 8.2
PRE-FABRICATED
BUILDING DESIGN PLANS
EXAMPLE

APPENDIX 8.2
PRE-FABRICATED
BUILDING DESIGN PLANS
EXAMPLE

APPENDIX 8.2
PRE-FABRICATED
BUILDING DESIGN PLANS
EXAMPLE

APPENDIX 8.2
PRE-FABRICATED
BUILDING DESIGN PLANS
EXAMPLE

APPENDIX 8.2
PRE-FABRICATED
BUILDING DESIGN PLANS
EXAMPLE

APPENDIX 8.2
PRE-FABRICATED
BUILDING DESIGN PLANS
EXAMPLE

APPENDIX 8.2
PRE-FABRICATED
BUILDING DESIGN PLANS
EXAMPLE

APPENDIX 8.2
PRE-FABRICATED
BUILDING DESIGN PLANS
EXAMPLE

APPENDIX 8.2
PRE-FABRICATED
BUILDING DESIGN PLANS
EXAMPLE

APPENDIX 8.2
PRE-FABRICATED
BUILDING DESIGN PLANS
EXAMPLE

APPENDIX 8.2
PRE-FABRICATED
BUILDING DESIGN PLANS
EXAMPLE

APPENDIX 8.2
PRE-FABRICATED
BUILDING DESIGN PLANS
EXAMPLE

APPENDIX 8.2
PRE-FABRICATED
BUILDING DESIGN PLANS
EXAMPLE

APPENDIX 8.2
PRE-FABRICATED
BUILDING DESIGN PLANS
EXAMPLE

APPENDIX 8.2
PRE-FABRICATED
BUILDING DESIGN PLANS
EXAMPLE

APPENDIX 8.2
PRE-FABRICATED
BUILDING DESIGN PLANS
EXAMPLE

APPENDIX 8.2
PRE-FABRICATED
BUILDING DESIGN PLANS
EXAMPLE

APPENDIX 8.2
PRE-FABRICATED
BUILDING DESIGN PLANS
EXAMPLE

APPENDIX 8.2
PRE-FABRICATED
BUILDING DESIGN PLANS
EXAMPLE

APPENDIX 8.2
PRE-FABRICATED
BUILDING DESIGN PLANS
EXAMPLE

APPENDIX 8.2
PRE-FABRICATED
BUILDING DESIGN PLANS
EXAMPLE

APPENDIX 8.2
PRE-FABRICATED
BUILDING DESIGN PLANS
EXAMPLE

APPENDIX 8.2
PRE-FABRICATED
BUILDING DESIGN PLANS
EXAMPLE

APPENDIX 8.2
PRE-FABRICATED
BUILDING DESIGN PLANS
EXAMPLE

APPENDIX 8.2
PRE-FABRICATED
BUILDING DESIGN PLANS
EXAMPLE

APPENDIX 8.2
PRE-FABRICATED
BUILDING DESIGN PLANS
EXAMPLE

APPENDIX 9
ACCESS CONTROL AND SECURITY SYSTEM
ELECTRICAL INFRASTRUCTURE EXAMPLE

APPENDIX 9
ACCESS CONTROL AND SECURITY SYSTEM
ELECTRICAL INFRASTRUCTURE EXAMPLE

575 Strike
9875/9975 Mortise Lock Device
9875/9975 mortise lock device for all types of single or double doors, UL listed for Panic Exit Hardware.
Devices are ANSI A156.3 – 2001 Grade 1. Fits stock hollow metal doors with 86 cutout and door stiles as
narrow as 4 ³₄" (121mm). The 9875 device has a smooth mechanism case and the 9975 device has a grooved
case. The mortise lock device is non-handed except when the following device options are used: -2 (Double
Cylinder) or SS (Signal Switch). See Opposite page for available outside trim and device functions.
The 9875/9975 devices are available in the following finishes: US3, US4, US10, US26, US26D, US28, 313AN,
315AN and US32D for the 9875 device only. See page 52 for component finishes and the inside cover for
finish chips.
The 7500 Mortise lock is equipped with a ³₄" (19mm) anti-friction latch bolt which is field reversible without
removing the lock from the door. It has a non-handed auxiliary bolt for deadlocking and a faceplate with an
adjustable bevel.
Specifications
Device Functions Device ships EO/DT/NL. Field selectable. For TP,K,or L adjust NL drive
screw in mortise lock
Device Lengths 3’ 2’4" to 3’ (711mm to 914 mm) Door Size
4’ 2’10" to 4’ (864 mm to 1219 mm) Door Size
Strikes 575 – Dull Black
Optional Strikes – see page 39
Dogging Feature Hex key dogging standard
Dogging Options CD Cylinder Dogging see page 48
LD Less Dogging see page 48
Electric Option RX Pushpad Monitor Switch see page 42
RX2 Double Pushpad Monitor Switch see page 42
E Electric Locking & Unlocking see page 44
EL Electric Latch Retraction see page 43
SS Signal Switch see page 43
CX Chexit Delayed Exit see page 45
ALK Alarm Exit Kit see page 42
Miscellaneous Options PN Pneumatic Latch Retraction see page 48
-2 Double Cylinder see page 48
GBK Glass Bead Kit see page 49
Fasteners & Includes 1 ³₄" (19mm) – 2 ¹₄" (57mm) Wood & Metal Doors
Sex Bolts (SNB) Optional SNB available for device, see next page for quantities
Device Centerline from
Finished Floor
39 ⁵₈" (1006 mm)
Center Case Dimensions 8" x 2 ³₄" x 2 ³₈" (203mm x 70mm x 60mm)
Mechanism Case Dimensions 2 ¹₄" x 2 ¹₄" (57mm x 57mm)
Projection Pushbar Neutral – 3 ¹³₁₆" (97 mm)
Pushbar Depressed – 3 ¹₁₆" (78 mm)
See page 53 for How to Order specification
8 © 2004 Ingersoll-Rand. May be copied for use with specification submittal.

Product Description
Trim Description
Escutcheon Plate Size
Pull Center to Center
Projection
ANSI Function
Cylinder Type
Optional Trim
(See pages 32 – 34)
Optional #425 Sex Bolt
Quantity for Device
Product Description
Trim Description
Escutcheon Plate Size
Pull Center to Center
Projection
ANSI Function
Cylinder Type
Optional Trim
(See pages 32 – 34)
Optional #425 Sex Bolt
Quantity for Device
For optional trims and functions see pages 32-34
9875/9975 Mortise Lock Device Standard Trim
Exit only Dummy Trim Night Latch Hospital Latch
Pull when Dogged Key Retracts Latchbolt Key Locks & Unlocks
9875EO 9875DT 9875NL 9875HL
9975EO 9975DT 9975NL 9975HL
–– 990DT 990NL-M HL6M
––
3" x 14³₁₆" x ³₃₂" 3" x 14³₁₆" x ³₃₂" 2⁹₁₆" x 5¹₂" x 2⁵₈"
(76x360x2mm) (76x360x2mm) (65x140x67mm)
–– 5¹₂" (140mm) 5¹₂" (140mm) ––
–– 2" (51mm) 2" (51mm) 2⁵₈" (67mm)
01 02 03 ––
–– –– 1¹₄" Mortise 1¹₄" Mortise
x990EO x991K-DT x991K-NL
x992EO x992L-DT x992L-NL
x994EO x994L-DT x994L-NL
x996EO x996L-DT x996L-NL
x696DT x696NL
x697DT x697NL
6 2 2 2
Lever Lever – Night Latch Lever – Blank Escutceon Lever Dummy Trim
Key Locks & Unlocks Key Retracts Latchbolt Always operable Pull when Dogged
(No Cylinder)
9875L 9875L-NL 9875L-BE 9875L-DT
9975L 9975L-NL 9975L-BE 9975L-DT
996L-M 996L-NL-M 996L-BE-M 996L-DT-M
2³₄" x 10³₄" x ²⁷₃₂" 2³₄" x 10³₄" x ²⁷₃₂" 2³₄" x 10³₄" x ²⁷₃₂" 2³₄" x 10³₄" x ²⁷₃₂"
(70x273x21mm) (70x273x21mm) (70x273x21mm) (70x273x21mm)
–– –– –– ––
2⁷₈" (73mm) 2⁷₈" (73mm) 2⁷₈" (73mm) 2⁷₈" (73mm)
08 09 –– 02
1¹₄" Mortise 1¹₄" Mortise –– ––
x992L x992L-NL x992L-BE x992L-DT
x994L x994L-NL x994L-BE x994L-DT
2 2 2 2
9

Introduction
XP98/99 Rim Exit Device
Balancing security and safety has always been a challenge with any panic exit device design. With the new
XP98/99 Rim exit device, Von Duprin has engineered a device that reaches a new standard for security while
enhancing the safety performance features. The new patented center case design takes the proven reliability
of the 98/99 series and adds a new latch bolt concept that delivers the industry’s highest lever of latching
security.
Additionally, upgrading for current 98/99 owners will be made easy and affordable. The new device will match
the existing 98/99 device footprint, eliminating costly door prep changes. A new retrofit kit will allow
conversion of existing 99 devices into the new XP99 function, making higher security an affordable function.
For over 100 years Von Duprin has set the standard for innovation and quality in the world of exit devices.
The XP98/99 Rim device is another page in this long honored story of excellence.
Von Duprin push pad exit devices are available in two external surface styles, designated XP98 Series and XP99 Series.
The two styles are mechanically and dimensionally identical and provide a wide selection of appearance options.
Latch Bolt
New latchbolt design provides the industry’s most secure device.
Retro-fit kits available for 98/99 device conversions.
XP99 Series features grooved mechanism case.
XP98 Series features smooth mechanism case.
The Quiet One ®
A fluid dampener decelerates the pushpad on its return stroke and eliminates most noise associated with exit device
operations. Furnished on all XP98/99 series exit devices.

909 Strike
954 Strike
With 9854/9954
Mullion
XP98/99 Rim Exit Device
XP98 and XP99 rim exit devices for all types of single and double doors with mullion, UL listed for accident
hazard installations. Covers stock hollow metal doors with 86 or 161 cutouts.
XP98-F and XP99-F fire exit rim devices for all types of 4´ x 10´ (1219mm x 2438mm) single doors or
8´ x 10´ (2438mm x 2438mm) double doors with 9954 mullion, UL listed A, B, C, D, or E fire labeled
installations.
Specifications
Device Functions Device ships EO/DT/NL. Field selectable. For TP,K,or L remove NL
drive screw from device
Device Lengths 3´ 2´4˝ to 3´ (711mm to 914 mm) Door Size
4´ 2´10˝ to 4´ (864 mm to 1219 mm) Door Size
Strikes 909 – Panic and Fire Single Door
954 — Mullion Fire
Dogging Feature Hex key dogging standard
Dogging Options CD Cylinder Dogging
SD Special Center Case Dogging
LD Less Dogging
Electric Options RX Pushpad Monitor Switch*
(Consult factory) RX2 Double Pushpad Monitor Switch*
E Electric Locking & Unlocking
ALK Alarm Exit Kit*
Miscellaneous Options -2 Double Cylinder*
Fasteners &
GBK Glass Bead Kit
Includes 1 ³₄˝ (19mm) – 2 ¹₄˝ (57mm) Wood & Metal Doors
Sex Bolts (SNB) Optional SNB available for device, see next page for quantities
Latch Bolt Deadlocking, ³₄˝ (19mm) throw
Device Centerline from 39 ¹³₁₆˝ (1011 mm)
Finished Floor 39 ¹¹₁₆˝ (1008 mm) with Mullion
Center Case Dimensions 8˝ x 2³₄˝ x 2³₈˝ (203mm x 70mm x 60mm)
Mechanism Case Dimensions 2¹₄˝ x 2¹₄˝ (57mm x 57mm)
Projection Pushbar Neutral – 3 ¹³₁₆˝ (97 mm)
Pushbar Depressed – 3 ¹₁₆˝ (78 mm)
See full-line product catalog for “How to Order” specification.
* Available Q3, 2006
© 2005 Ingersoll Rand. May be copied for use with specification submittal.

TWO PIECE LATCHBOLT
Strike Application Information
XP98/99 Rim Exit Device
STRIKE APPLICATION/MINIMUM STILE USING STANDARD TRIM
Device Type Standard
Single Door Double Door
Strike Stile Strike w/Mullion* Stile
XP98/99 909 4 1/2˝ (114mm) 909 4 3/4˝ (120mm)
XP98/99-F 909 4 1/2˝ (114mm) 954 4 7/8˝ (124mm)
* Mullion information — refer to General and Auxiliary information.
New Patented Design Delivers
Superior Security and Safety Performance.
EXIT PROTECTOR
UNIQUE CENTER CASE DESIGN

Product Description
Trim Description
Escutcheon Plate Size
Pull Center to Center
Projection
ANSI Function
Cylinder Type
Optional Trim
(See pages 32 – 34)
Optional #425 Sex Bolt
Quantity for Device
Product Description
Trim Description
Escutcheon Plate Size
Pull Center to Center
Projection
ANSI Function
Cylinder Type
Optional Trim
(See pages 32 – 34)
Optional #425 Sex Bolt
Quantity for Device
XP98/99 Rim Exit Device Standard Trim
Exit only Dummy Trim Night Latch Night Latch
Pull when Dogged Key Retracts Latchbolt Key Retracts Latchbolt
Optional Pull Required
XP98EO XP98DT XP98NL XP98NL-OP
XP99EO XP99DT XP99NL XP99NL-OP
–– 990DT 990NL-R/V
110NL-MD
110NL-WD
3" x 14³₁₆" x ³₃₂" 3" x 14³₁₆" x ³₃₂"
–– ––
(76x360x2mm) (76x360x2mm)
–– 5¹₂" (140mm) 5¹₂" (140mm) ––
–– 2" (51mm) 2" (51mm) ––
01 02 03 03
–– –– Rim Rim
x990EO x991K-DT x991K-NL
x992EO x992L-DT x992L-NL
x994EO x994L-DT x994L-NL
x996EO x996L-DT x996L-NL
x696DT x696NL
x697DT x697NL
6 2 2 6
Lever Lever – Night Latch Lever – Blank Escutcheon Lever Dummy Trim
Key Locks & Unlocks Key Retracts Latchbolt Always operable Pull when Dogged
(No Cylinder)
XP98L XP98L-NL XP98L-BE XP98L-DT
XP99L XP99L-NL XP99L-BE XP99L-DT
996L-R/V 996L-NL-R/V 996L-BE-R/V 996L-DT-R/V
2³₄" x 10³₄" x ²⁷₃₂" 2³₄" x 10³₄" x ²⁷₃₂" 2³₄" x 10³₄" x ²⁷₃₂" 2³₄" x 10³₄" x ²⁷₃₂"
(70x273x21mm) (70x273x21mm) (70x273x21mm) (70x273x21mm)
–– –– –– ––
2⁷₈" (73mm) 2⁷₈" (73mm) 2⁷₈" (73mm) 2⁷₈" (73mm)
08 09 –– 02
Rim Rim –– ––
x992L x992L-NL x992L-BE x992L-DT
x994L x994L-NL x994L-BE x994L-DT
2 2 2 2

Administration Offices
2720 Tobey Dr.
Indianapolis, IN 46219
317-613-8944
317-613-8302 Fax
Customer Service
800-999-0408
800-999-0328 Fax
Canada / Latin America
Ingersoll Rand Security Technologies
1076 Lakeshore Road East
Mississauga, Ontario,
L5E 1E4, Canada
(905) 403-1800
(905) 278-1413 FAX
(877) 590-4734
North-East Asia
Ingersoll Rand Security Technologies
23/F, 625 King’s Road
Northpoint, Hong Kong
+(852) 2235-0600
+(852) 2565-1409 FAX
South-East Asia / Australia / NZ
Ingersoll Rand Architectural Hardware Ltd.
P.O. Box 19-347
437 Rosebank Road,
Avondale, Auckland, New Zealand
+64 (0) 9-829-0550
+64 (0) 9-829-0552 FAX
www.irarchitecturalhardware.co.nz
Mexico
Ingersoll Rand Security Technologies
Blvd. Centro Industrial No. 11
Puentas de Vigag, Tlalnepantla
Estado de Mexico, 54070 Mexico
+525-5-8503-6604
+525-5-5390-4030 FAX
Europe / Middle-East / Africa
Ingersoll Rand Security Technologies Ltd.
Bescot Crescent
Walsall, West Midlands WS1 4DL
United Kingdom
+44 (0)1922 707400
+44 (0)1922 646303 FAX
www.irsecurityandsafety.co.uk
Ingersoll Rand’s Security Technologies Sector is a leading global provider of products and
services that make environments safe, secure and productive. The sector’s market-leading
products include electronic and biometric access-control systems; time-and-attendance
and personnel scheduling systems; mechanical locks; portable security; door closers, exit
devices, architectural hardware, and steel doors and frames; and other technologies and
services for global security markets.
www.schlage.com www.ingersollrand.com
© 2006 Ingersoll Rand Company Limited Form VD-XXXX
© 2006 Ingersoll Rand Company Limited

E996L electrified Breakaway lever trim provides remote
locking and unlocking capabilities while incorporating
the patented Breakaway trim design.
The 24VDC solenoid can be energized from a distant
controller, thus allowing access control of the opening.
The control of stairwells in high-rise buildings is a
common application for this trim.
When electrically unlocked the unit operates as a normal
lever trim. When electrically locked, the lever feels
locked, but when more than 35 pounds of torque
pressure is applied, the Breakaway lever feature engages.
The E996L is provided standard in a fail safe (FS) condition,
but can be field converted to a fail secure (FSE) where
allowed. The trim can be ordered with a device, added
to an existing 98/99 series device application, or a
conversion kit can be added to an existing 996L
Breakaway lever trim. On new construction
applications, the E996L trim will require less door prep.
The E996L is available with a blank escutcheon (BE)
function, or with a cylinder for night latch function.
The E996L electrified trim replaces the current “E”
electric feature on 98/99 series rim devices. Consult
factory for requirements.
To Order, Specify:
1. Use “E” prefix, example E996L.
When ordering with device specify trim series with
“E” prefix, example 9927L-BE 3´ US26D E996.
2. Device type, R/V (rim/surface or concealed vertical
rod) or M (mortise).
3. RHR is furnished standard if not specified.
Field reversible.
4. Lever style (06 lever is furnished standard).
5. Finish: US3, US4, US10, US10B, SP313, US26,
US26D, SPBLK, US15
LEVER DESIGN OPTIONS
E996L Electrified Breakaway TM Lever Trim
SPECIFICATIONS
Solenoid – Continuous Duty 24VDC
Solenoid Draw – 0.22 amp
E996L ELECTRICAL WIRING
- Power input for E996L is 24VDC
- Two wires on trim are non-polarized (18 AWG minimum)
Power Wire Runs Through
Exit Device Body
E996L
Trim
Power Transfer
(EPT2 shown)
Power Supply
PS873
or PS861
24 VDC
output
Control Switch
(normally closed)
#01 #02 #03 #05 #06
Standard
#07 #12 #16 #17 #18
Handed
15

www.GE-Interlogix.com
Overview
Architectural
and
Engineering
Specifications
Designed
for use in
Steel Doors
GE Magnetic Contacts Product Information
The GE Interlogix 1078 Series Steel Door contacts are designed
specifically for use in the steel doors commonly found in
commercial building applications. The unique housing design
features a rugged unibody construction with flexible ribbed sides
for quick, secure installation without gluing. The magnet housing
isolates the magnet from the surrounding steel for maximum gap
distances, both make and break. Over seven models including:
Wide Gap, SPDT, DPDT, and Biased for High Security applications
make the 1078 Series the most widely used and comprehensive
line available.
On available models a terminal connection (T) makes installation
easier. Simply strip the wire, insert it into the terminal block and
tighten. The terminal accepts any wire size from 14 to 22 gauge,
and has a unique one piece design for added strength.
An optional Rare Earth Magnet is available. It is designed for use
in metal entry/exit doors with a channel in the top of the door. The
magnet eliminates the need to cut a mounting hole in the door
channel. The flexible magnet housing can be compressed
to accommodate a variety of channel widths for quick, easy
installation. Adhesive is recommended.
The contact contains a hermetically sealed magnetic reed switch.
The reed shall be potted in the contact housing with a
polyurethane based compound. Contact and magnet housing shall
snap-lock into a 3/4" or 1" dia. hole. Housings shall be molded of
flame retardant ABS plastic. Color of housings shall be off-white,
grey or mahogany brown. The magnet shall be made of Alnico V.
Rare Earth Magnet shall be made of neodymium iron boron.
Snap-lock insulation bushing for tight fit and maximum gap
in steel.
Both contact and magnet plastic housings are constructed of
one piece of thick-walled ABS plastic for maximum strength
and durability.
Standard Features
Steel Door Contact
3 /4” and 1” contacts
1078/1076 Series
Fly leads and terminal options available
Designed specifically for use in steel doors
Special ribbed sides allow for easy installation
Rugged unibody construction for maximum durability
and reliability
Terminal models available for easier installation
Regular, Wide Gap, SPDT, DPDT, and High Security
models available
Rare Earth Magnet designed for steel door with top
channel available
Model numbers
Optional 1840
Rare Earth Magnet
1076, 1076W, 1076C, 1076CW, 1076D, 1078, 1078W,
1078C, 1078CT, (R)1078, 1078CTW

Steel Door Contact
3 /4” and 1” contacts
1078/1076 Series
Dimensions Specifications
Models:
(R)1078, 1078W, 1076,
1076W, 1076D
Models:
1078C, 1076C,
1076CW, 1076CH
Models:
1078CT, 1076CTW,
(R) prefix indicates
Rare Earth Magnet
Ordering Information
1.125"
2.86 cm
1.125"
2.86 cm
1.625"
4.13 cm
www.GE-Interlogix.com 12345 SW Leveton Drive
2266 Second Street North
Tualatin, OR 97062
North St. Paul, MN 55109
Phone: 503-692-4052
Phone: 651-777-2690
USA & Canada: 800-547-2556 USA & Canada: 800-777-5484
Technical Service: 800-648-7424
Faxback: 800-483-2495
Technical Service: 800-777-2624
©2002 GE Interlogix. All trademarks are properties of their owners.
C-3617-FLG10K-0403
1.125"
2.86 cm
.875"
2.22 cm
0.938"
2.36 cm
1.00"
2.54 cm
1.563"
3.97 cm
1.56"
3.96 cm
* Gap distances are nominal make distance ±20%. Gap specifications are for switch to make.
Break distance is approximately 1.1 to 1.5 times make.
1.563"
3.97 cm
Magnet
Part No. 1921
(included)
.375"
.962 cm
.750"
1.91 cm
Magnet
Part No. 1921C
(included)
Magnet
Part No. 1929
(included)
0.375"
0.64 cm
0.75"
1.91 cm
Form A: (R)1078, 1078W, 1078C, 1078CT, 1078CTW
Voltage 100V AC/DC max.
Current 0.5 A max.
Power 7.5 W max.
Form C: 1076, 1076W, 1076D, 1076C(D), 1076CW, 1076CH
Voltage 30V AC/DC max.
Current 0.25 A max.
Power 3.0 W max.
Rare Earth Magnet
Model Dia. Loop Type Electrical Config. Hole Required
Contact Magnet Wood*
Gap Distance*
Steel* Rare Earth
Color
1076
1” Open or Closed
SPDT
1” x 1.125” 1” x 1.563” 1” Up to
1076W 1” Open or Closed
SPDT
1” x 1.125” 1” x 1.563”
1076D
1” Open or Closed
DPDT
1” x 1.125” 1” x 1.563”
1078
1” Closed
N/O
1” x 1.125” 1” x 1.563”
1078W 1” Closed
N/O
1” x 1.125” 1” x 1.563”
1076C
3 /4 ” Open or Closed
SPDT
.75” x 1.125” .75” x 1.563”
1076CW
3 /4 ” Open or Closed
SPDT
.75” x 1.125” .75” x 1.563”
1078C
3 /4 ” Closed
N/O
.75” x 1.125” .75” x 1.563”
(R)1078 1” Closed
N/O
1” x 1.125” 1” x 1.563”
1078CT
3 /4 ” Closed
N/O
.75” x 1.625” .75” x 1.56”
1078CTW
3 /4 ” Closed
N/O
.75” x 1.625” .75” x 1.56”
1 / 2 ” Up to 5 / 8 ”
2” Up to 1”
3 /4 ” Up to 3 / 8 ” Up to 5 / 8 ”
1” Up to 1 / 2 ” Up to 5 / 8 ”
2” Up to 1”
7 /8 ” Up to 3 / 8 ” Up to 5 / 8 ”
2” Up to 3 / 4 ”
1 /2 ” N/A
1” Up to 1 / 2 ” Up to 5 M, N, G
M, N, G
M, N, G
M, N, G
M, N, G
M, N, G
M, N
M, N, G
/ 8 ” M, N
7 /8 ” 1/ 2 ” 5 /8 ”
M, N
5 /8 ” 3/ 4 ” N/A
N
0.89"
2.26 cm
1.625"
4.13 cm
1.813"
4.60 cm
0.5"
1.27 cm 0.625"
1.59 cm
Legs may
be cut for
Height Adjustment
Protected by
U.S. Patent 5,844,458.
GE Interlogix

2200 Series
Miniature Surface
Mounts With
Armored Cable
Not to scale
Not to scale
Not to scale
Not to scale
2.10"
5.33 cm
3.125"
7.94 cm
3.50"
8.89 cm
2.25"
5.71 cm
2.00"
5.08 cm
3.50"
8.89 cm
3.50"
8.89 cm
2.25"
5.71 cm
2.00"
5.08 cm
3.50"
8.89 cm
3.50"
8.89 cm
2.25"
5.71 cm
R
R
2.00"
5.08 cm
3.00"
7.62 cm
3.50"
8.89 cm
2.25"
5.71 cm
0.44"
1.1 cm
0.81"
2.06 cm
1.50"
3.81 cm
Magnet
Part No. 1982
(included)
0.44"
1.1 cm
0.44"
1.1 cm
1.50"
3.81 cm
1.50"
3.81 cm
Magnet
Part No. 1958
(included)
1.50"
3.81 cm
1.50"
3.81 cm
Magnet
Part No. 1958
(included)
1.00"
2.54 cm
2.125"
5.4 cm
1.50"
3.81 cm
1.50"
3.81 cm
0.50"
1.27 cm
1.50"
3.81 cm
U L
®
LISTED
LISTED
UNDERWRITERS
LABORATORIES OF CANADA
LISTED BY
Overhead Door
.....................................................................
0.44"
1.1 cm
Magnet
Part No. 1920
(included)
Floor Mounting Contact 3" 2205A 2207A 3 foot Stainless
Extra Heavy-duty 2205AU 2207AU Steel Armored
Aluminum Bar Stock
Cable
U L
®
LISTED
U L
®
LISTED
UNDERWRITERS
UNDERWRITERS
LABORATORIES OF CANADA
LABORATORIES OF CANADA
LISTED BY
LISTED BY
* Protected by US patent D262,618
• Miniature, low-profile design
• Stainless steel armored cable for added
security, reliability
• Wide working gap for overhead doors
• Small size less likely to be damaged by
forklifts
• Aluminum bar stock resists corrosion in
harsh environments
• Mounting hardware included
• Jacketed lead available
ORDERING Gap Closed S.P.D.T. Lead
INFORMATION Size Loop Type
Floor Mounting Contact 3" 2202AU 2204AU 18" Stainless
with Universal Magnet Steel Armored
Cable
Floor Mounting Contact 3" 2202A 2204A 18" Stainless
Aluminum Housing
Steel Armored
U
® L
Cable
Biased for Higher 3 /4" to 2 1 /2" 2207AH* 3 foot Stainless
Security Application Steel Armored
For Accessories, see page 6.39
Cable
MAGNETIC CONTACTS
6.26
SENTROL 1.888-437-3287

Installation Instructions
Read All Warnings
Before Starting Installation!
Patent is Pending.
941071_00(1)
EPT2 & EPT10
Electric Power Transfer
CLASSIFIED
CLASSIFIED
C

!
!
!

!
!
!

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!

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!
!

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OF EPT IN FRAME MUST ALIGN
WITH OF EPT IN DOOR.
WOOD:
HOLES PREPARED
DURING INSTALL.
RECOMMENDED 6" BELOW
UPPER HINGE
3 MAX.
3 4 "
WHEN INSTALLED
FROM OUTSIDE
FACE OF DOOR
7"
8
METAL:
#10-24 TAPPED
HOLE (12 PLCS)
REINFORCEMENT
.060" (16 GA.)
MINIMUM
"
21
32
5 "
8
FOR FRAME
X 1 4 DEEP
1" DIA.
"
"
8 3
8
"
7 3
4
"
9 1
16
1
4 "
"
1
4
THRU TO
WIRE
CHANNEL
5
8 DIA.
"
5
8 "
FOR DOOR
"
11
32
"
"
"
1 5
8
3
8
1 5
8
"
3
4
1
MIN.
1 "
4
WOOD
DOOR OR FRAME
(SIDE VIEW)
METAL
DOOR OR FRAME
(SIDE VIEW)
FRAME DOOR
(OPEN 180 )
*ALL DIMENSIONS ARE TYPICAL

Alarm Lock: Essential add-ons and extras
Strikes for model 11A:
Model 210K
• Strike for single or double inswinging door(s) (not
included with 11A)
Model K24A
• Strike for single outswinging door (included with
11A)
Model K28
• Strike for double outswinging doors (not included
with 11A)
Narrow stile mounting bars
Model 99
(pair) not shown
• 3/8” x 1” anodized aluminum bar – US28 finished.
For mounting Model 11A to narrow stile (glass)
doors. Specify 36” or 48”. (Not Shown)
Rim cylinder
Model CER
• Required for interior arming/disarming of models
11A, 80, 250, 260, 700, 710 & 715. Includes two
keys (KA or KD)
Mortise cylinder
Model CEM
• Used with the Pilfergard models PG10 and
PG21/E to arm and disarm the alarm circuit.
Includes two keys (KA or KD)
Cylinder finger pull
Model 711
• An inexpensive door pull for use when outside
key only access is required.
Outside access door pull
Model 707
• For access from building exteriors. Installed on
the outside of the door and linked to the lock.
After deadbolt is retracted by outside key, a
slight pull will release the deadlatch and open
the door. 8” x 1 1/2”. (For use with all models
except Model 11A).
Battery eliminator
Model PP100
• For use with all PG10, PG21/E, PG30,
250, 700, 80, 260, 710 and 715 models.
The PP100 conserves the battery which
automatically takes over as the power
source to sound the alarm in the event of a
power failure or intentional cut-off. A built-in circuit
breaker with push-button reset eliminates troublesome
fuse replacements. Includes a cam lock cylinder and 6’ of
armored cable adequate to provide a door loop at the hingedside
of the door. Can be used with all 6V and 9V models.
Double door holder
Model 44
• The Double Door Holder secures the
inactive door to the frame while the
active door is closed. Releasing the active
door automatically allows both doors to swing freely.
Reversible, right or left hand doors. Cast aluminum 8 1/2” long,
3” wide and 2 1/2” high.
Armored door loop
Model 271
• For use with electrified locks. An easy
means for bringing electric current
from the hinge side of a door frame to
the door. 18” flexible armored cable. End brackets are deep
drawn anodized aluminum to conceal wire connections.
Single door strike
Models 730 & 725
• Model 730 supplied with models 250, 700 and
80
• Model 730M supplied with models 260 and
710 and 80
• Model 725 supplied with model 715
Double door strike
Models 732 & 735
• Model 732 for use with models 250, 700 and 80.
• Model 732M for use with models 260 and 710.
• Model 735 for use with model 715. (Not Shown)
Cable energy switch
Model 261
• Transfers current to other side of the door.
• For use with models 250, 100 and 11A
21

Price Book 2009
DELAYED EGRESS PANIC LOCKS
715 Series - Stand alone delayed egress panic lock. 15 second delayed latch,
instant alarm. Instant egress in case of emergency or fire.
Meets NFPA 101 Life Safety Code. Includes monitoring output
for secondary siren , CCTV or remote monitoring. Smoke detector
input.
SPECIFICATIONS:
Cover: Die cast metal
Push bar: Extruded aluminum push bar and channel
Handed: Non-handed
Installation: Surface mounted for single or double doors
Cylinder: Accepts most standard size rim cylinder used for
Inside and outside key control
Power: AC powered with 9v battery back-up for siren. Transformer
And armored cable included
Lock bolt: 1” throw heavy die cast with reinforced steel inserts
Alarm: Dual piezo siren measured at 95db
PRODUCT DESCRIPTION
15 second delayed egress lock. Aluminum
LIST PRICE
715X28X88
finish with monitoring output. 33” bar.
15 second delayed egress lock. Aluminum
850.00
715x28x88x48
finish with monitoring output. 48” bar
860.00
CER-KD CER-12345 Standard rim cylinder 23.00
725x28 Single door strike (included with unit)
Double door strike (not included with
40.00
735x28
unit)
40.00
SWK-715 Surface wiring kit for wood or glass doors 75.00
767x28 Metal mounting plate for glass doors
277v transformer to wire 715 from Exit
12.00
277-12
Sign
50.00
271 Armored cable 40.00
ELECTRIC DEADBOLTS
Models 103 & 104 Fail-safe or fail-secure electric deadbolts. Available
In 12v or 24v AC or DC. Perfect for use on narrow stile
Doors. Complete with angle, mortise or flush mount strikes.
Use with standard key or push button switch.
SPECIFICATIONS:
Cover: Molded aluminum
Power : Requires 400 mA for 24v, 800mA for 12v unit
Deadbolt: Powered by a continuous duty solenoid. 5/8” diameter
And 5/8” projection.
PRODUCT DESCRIPTION
24v AC or DC. Includes three strikes and
LIST PRICE
103
magnets. Fail-safe
12v AC or DC. Includes three strikes and
285.00
103x12
magnets. Fail-safe
24v AC or DC. Includes three strikes and
335.00
104RA
magnets. Fail-secure
340.00
104x12
221 / 241
222
12v AC or DC. Includes three strikes and
magnets. Fail-secure
24v Plug-in style transformers
24v Wire-in style transformer
375.00
40.00
40.00
42

Intrusion Systems | DS160 Series High Performance Request‑to‑exit Detectors
DS160 Series High Performance
Request‑to‑exit Detectors
The DS160 Series consists of the DS160 Detector (light
gray) and the DS161 Detector (black) specifically designed
for Request-to-exit (REX) applications. With features such
as timers, door monitor with sounder alert, and pointable
coverage, the DS160 and DS161 have the flexibility to meet
the most stringent REX requirements. The exclusive
Sequential Logic Input (SLI) provides added security that is
not offered in any other REX device.
Functions
Sequential Logic Input (SLI)
The SLI terminal allows connection of a second device to
require sequential detection. This eliminates the possibility
that an object that is slid through the door or underneath
the door will activate the detector. This input can also be
used to lock the sensor if motion is present outside the
premises.
Door Monitor
The sensor can monitor a door contact to allow special
control of the internal relay. For example, if the door is
opened within the relay time period, the sensor can be
programmed to halt the timer. If the door is not opened
within a specific time period, the relay can be programmed
to deactivate.
▶ Door monitor with sounder alert
▶ Sequential Logic Input (SLI)
▶ Internal vertical pointability
▶ Wrap-around coverage pattern with precise pattern
control
▶ Up to 64 second adjustable latch time
▶ Selectable relay trigger mode
▶ Selectable fail-safe or fail-secure modes
▶ Adjustable sounder volume
▶ Activation LED
Sounder Alert
An integrated sounder can be programmed to activate if the
door is left open too long. The sounder volume is fully
adjustable to 85 dB.
Keycard Input
The keycard input allows the sensor relay to be controlled
from an external source, such as an access control system
or card reader.
Certifications and Approvals
Region Certification
Europe CE 89/336/EEC, EN55022: 1998 +A1: 2000
+A2: 2003, EN50130-4: 1996 +A1: 1998
+A2: 2003, EN61000-4-2: 1995 +A1:
1998 +A2: 2001, EN61000-4-3: 2002
+A1: 2003, EN61000-4-4: 1995 +A1:
2000 +A2: 2001, EN61000-4-5: 1995
+A1: 2001, EN61000-4-6: 1996 +A1:
2001 +A2: 2001, EN61000-4-11:1994
+A1: 2001, EN60950-1: 2001
Poland CNBOP DS160
2004/108/EC; EN 50130-4:1996
+A1:1998 +A2:2003; EN 60950-1:2006
USA UL ALVY: Access Control Systems Units
(UL294)
www.boschsecurity.com

2 | DS160 Series High Performance Request‑to‑exit Detectors
Europe Complies with EN50131‑1 Grade 2
Installation/Configuration Notes
ALARM WILL
SOUND WHEN
DOOR IS
OPENED
1.2 m
(4 ft)
ALARM WILL
SOUND WHEN
DOOR IS
OPENED
3 m
(10 ft)
Front View
Mounted on wall above door and mounted on ceiling .75 m
(2.5 ft) in front of the door.
1.5 m
(5 ft)
3 m
(10 ft)
Side View
The higher that you mount the unit, the larger the coverage
area. Do not mount the DS160/DS161 more than 4.6 m
(15 ft) above the floor.
Side view of coverage pattern with the unit mounted at
4.6 m (15 ft) above the floor with the lens pointed straight
down.
.75 m
(2.5 ft)
1.5 m
(5 ft)
Side View
The higher that you mount the unit, the larger the coverage
area. Do not mount the DS160/DS161 more than 4.6 m
(15 ft) above the floor.
Side view of coverage pattern with the unit mounted at
4.6 m (15 ft) above the floor with the lens pointed straight
down.
Coverage Information
The coverage (detection area) varies depending on the
mounting height above the floor, angle of the lens, and
whether the unit is mounted on a wall above the door or on
the ceiling. The coverage is 2.4 m x 3 m (8 ft x 10 ft) The
coverage patterns for the detector at a height of 2.3 m
(7.5 ft) are shown. The coverage pattern increases or
decreases with height and detector alignment.
Note When you mount the unit on the wall and the
lens points straight down, some detection
zones point toward the wall and do not detect
movement.
The diagrams depict views of the coverage pattern with the
detector mounted at 2.3 m (7.5 ft) above the floor with the
lens pointed straight down. Zones that are pointed toward
the wall are not shown.

Technical Specifications
Environmental
Operating Temperature: -29°C to +49°C (-20°F to +120°F)
For UL Certificated installations, 0°C to +49°C
(+32°F to +120°F)
Radio Frequency Interference
(RFI) Immunity:
No alarm or setup on critical frequencies in the
range from 26 MHz to 1000 MHz at 50 V/m
Complies with Environmental Class II (EN50130-5)
Mechanical
Dimensions: 4.5 cm x 17.1cm x 4.4 cm (1.80 in. x 6.75 in. x 1.75 in.)
Material: High impact ABS plastic enclosure
Modes
Power Loss Default:
Programmable fail-safe or fail-secure modes.
Timer: Programmable reset accumulative or non-reset counting
mode.
Electrical
Current Draw: 8 mA nominal standby current, 39 mA at 12 VDC in alarm
Voltage: 12 VAC or VDC to 30 VAC or VDC
Alarm Output: Two Form C relay contacts each rated 1 A at 30 VAC or
VDC for resistive loads
Indicators: 1 activation LED
Relay Latch Time: Adjustable from 0.5 sec to 64 sec.
Ordering Information
DS160 Request‑to‑exit Detector
Light gray enclosure. For use in request-to-exit
(REX) applications. Provides 2.4 m x 3 m (8 ft
x 10 ft) coverage, timers, door monitor with
sounder alert, and pointable coverage.
DS161 Request‑to‑exit Detector
Black enclosure. For use in request-to-exit
(REX) applications. Provides 2.4 m x 3 m (8 ft
x 10 ft) coverage, timers, door monitor with
sounder alert, and pointable coverage.
Accessories
TP160 Trim Plate
A light gray trim plate used when mounting the
detector over a standard single-gang box.
TP161 Trim Plate
A black trim plate used when mounting the
sensor over a standard single-gang box.
DS160
DS161
TP160
TP161
DS160 Series High Performance Request‑to‑exit Detectors | 3
www.boschsecurity.com

4 | DS160 Series High Performance Request‑to‑exit Detectors
Americas:
Bosch Security Systems, Inc.
130 Perinton Parkway
Fairport, New York, 14450, USA
Phone: +1 800 289 0096
Fax: +1 585 223 9180
security.sales@us.bosch.com
www.boschsecurity.us
Europe, Middle East, Africa:
Bosch Security Systems B.V.
P.O. Box 80002
5600 JB Eindhoven, The Netherlands
Phone: + 31 40 2577 284
Fax: +31 40 2577 330
emea.securitysystems@bosch.com
www.boschsecurity.com
© Bosch Security Systems Inc. 2009 | Data subject to change without notice
T1138242827 | Cur: en-US, V9, 3 Dec 2009
Asia-Pacific:
Represented by
Robert Bosch (SEA) Pte Ltd, Security Systems
11 Bishan Street 21
Singapore 573943
Phone: +65 6571 2600
Fax: +65 6571 2698
apr.securitysystems@bosch.com
www.boschsecurity.com

APPENDIX 11
E6 Readers
Specifications
FEATURES
• Compatible with multiple
industry standard
protocols
• Multiprotocol operation at
highway speeds
• Read/write
• Mutual authentication and
data encryption for higher
security applications
• Fully integrated reader
and radio frequency
module
• 915 MHz RF band
operation
• Software-controlled RF
power
• Ethernet and RS–232
communications
• Mounting up to 85 feet
(26 meters) from antenna
• Time-division multiplexing
(TDM) capable using either
standard TDM cabling or
global positioning system
(GPS) timing
SHEET NO.
1of2
Encompass ® 6 Multiprotocol Reader
TransCore’s Encompass ® 6 Multiprotocol Reader is an integrated highspeed,
multiprotocol 915 MHz radio frequency identification (RFID)
reader system that includes an RF transceiver board and processor in a
single assembly. The read/write Multiprotocol Reader is ideal for highspeed,
multi-lane installations with a requirement to read or write to two
tag protocols or to provide a migration path from an existing tag
protocol.
The Encompass 6 Multiprotocol Reader is capable of supporting any of
the following protocols in a given installation:
• American Trucking Associations (ATA), full-frame and half-frame (read-only)
• California Title 21 (read-only)
•eGo ® (read/write) — fully compliant with ANSI INCITS 256:2001
and ISO 18000-6B standards
• Interagency Group (IAG) (read/write)
• Super eGo (SeGo) (read/write) — a superset of the eGo protocol
• TransCore IT2200 (read/write)
Where multiple tag protocols are used in the same installation, the
Multiprotocol Reader is capable of supporting any two of the above
protocols.
The Encompass 6 Multiprotocol Reader is also suitable for a wide
variety of automatic vehicle identification transportation applications,
including electronic tolling, open road tolling, electronic vehicle
registration, parking, and rail applications.
The Encompass 6 Multiprotocol Reader can be integrated into an onsite
lane controller or a NEMA enclosure. The Multiprotocol Reader
transmits and receives signals through a single antenna.

Encompass ® 6 Multiprotocol Reader
COMMUNICATIONS
Frequency Range
Downlink: 911.75 to 919.75 MHz adjustable
in 0.25 MHz steps
Uplink: 902.25 to 903.75 MHz and 910.00
to 921.50 MHz adjustable in 0.25 MHz steps
Actual frequency range is protocol-dependent.
The above frequencies are in the location
and monitoring service (LMS) band.
RF Control
Programmable with host command
Communications Interface
Ethernet, RS–232
Antenna Interface
50-ohm SMA connector
Read/Write Range
Read performance varies depending on
operating protocol, tag and reader configuration,
and environment.
POWER REQUIREMENTS
Input Supply Voltages
DC: 19–30V DC
AC: 19–27V RMS @ 47–63 Hz
Input Power
DC or AC: 40 watts maximum
In-rush Current
8 amps max., duration 25 ms
PHYSICAL
Dimensions
Multiprotocol Reader Size (reader only):
14.5 x 8.6 x 3.0 in. (36.8 x 21.8 x 7.6 cm)
Multiprotocol Reader Weight (reader
only): 6.5 lb (2.9 kg)
NEMA Enclosure Size:
18.6 x 18.0 x 10.6 in.
(47.2 x 45.7 x 25.4 cm)
NEMA Enclosure Mounting Plate Size:
22.0 x 16.7 x 0.10 in. (55.8 x 42.4 x 0.25 cm)
For product information call: 1.800.923.4824 or 214.461.6478 (outside the U.S.) Fax 214.461.6478
www.transcore.com
Encompass 6 Weight (reader, NEMA
enclosure, and mounting plate):
32.0 lb (14.5 kg)
Mounting Location
In lane controller or NEMA enclosure
ENVIRONMENTAL
Operating Temperature
Encompass 6: -40°F to +158°F
(-40°C to +70°C), integrated unit
Encompass 6 (in NEMA enclosure): -40°F
to +131°F (-40°C to +55°C)
Storage Temperature
Encompass 6: -40°F to +185°F
(-40°C to +85°C)
Humidity
95% non-condensing
Vibration (no NEMA enclosure)
(sinusoidal)
5 to 20 Hz, 0.1-inch peak-to-peak
20-200 Hz, 2 G peak
Vibration (no NEMA enclosure)
(random)
10 to 500 Hz, 2 G rms
Vibration (in NEMA enclosure)
(random)
10 to 500 Hz, 1 G rms
Shock (no NEMA enclosure)
10 G sawtooth pulse at 11 ms duration
Shock (in NEMA enclosure)
5 G sawtooth pulse at 10 ms duration
LICENSING
Equipment License
User is required to obtain Part 90 site
license from the FCC to operate the unit in
the United States. Access the FCC Web site at
www.fcc.gov/Forms/Form601/601.html for
more information.
APPENDIX 11
E6 Readers
Specifications
FCC ID: FIHXXXXXXXXXXX (See product
label for actual ID number.)
Users in all countries should check with the
appropriate local authorities for licensing requirements.
COMPLIANCE
RF Interference
Units have been tested and are verified to
Part 15 of the FCC rules for a Class A digital
device.
Standards
The Encompass 6 Multiprotocol Reader
complies with the requirements of Standard
for Information Technology and Telecommunications
Equipment (UL60950 Third
Edition).
The Encompass 6 Multiprotocol Reader
meets the limits established by RSS-137,
Location and Monitoring Service (902-928
MHz), of the Industry Canada Standards.
OPTIONS
Enclosure
NEMA 4X enclosure
Wireless Reader Synchronization
GPS device assembly
Multiple Lane Operation
Antenna multiplexing
External Device Control
Digital input/output assembly
SHEET NO.
2of2
TRAINING
Installation, operation, and maintenance
training for TransCore authorized dealers is
available through TransCore. For details,
call (972) 733-6010.
DOCUMENTATION
Encompass ® 6 Multiprotocol Reader System
Guide
Encompass ® 6 Multiprotocol Reader Quick
Reference Card
© 2008 TC IP, Ltd. All rights reserved. TRANSCORE, EGO, and ENCOMPASS are registered trademarks of TC IP, Ltd., and are used under license. All other trademarks
listed are the property of their respective owners. Contents subject to change. Printed in the U.S.A. Products covered by this document are protected by one or more of the
following U.S. patents 4,739,328; 4,864,158; 4,999,636; 5,030,807; 5,550,547; 5,606,322; 5,673,037; 5,912,632; 5,942,987; and foreign equivalent patents.
Other patents pending.
411833-011 08/08

APPENDIX 12
HEFT AET GANTRY
DESIGN PLANS EXAMPLE

APPENDIX 12
HEFT AET GANTRY
DESIGN PLANS EXAMPLE

APPENDIX 12
HEFT AET GANTRY
DESIGN PLANS EXAMPLE

APPENDIX 12
HEFT AET GANTRY
DESIGN PLANS EXAMPLE

APPENDIX 12
HEFT AET GANTRY
DESIGN PLANS EXAMPLE

APPENDIX 12
HEFT AET GANTRY
DESIGN PLANS EXAMPLE

APPENDIX 12
HEFT AET GANTRY
DESIGN PLANS EXAMPLE

APPENDIX 12
HEFT AET GANTRY
DESIGN PLANS EXAMPLE

APPENDIX 12
HEFT AET GANTRY
DESIGN PLANS EXAMPLE

APPENDIX 12
HEFT AET GANTRY
DESIGN PLANS EXAMPLE

APPENDIX 12
HEFT AET GANTRY
DESIGN PLANS EXAMPLE

APPENDIX 12
HEFT AET GANTRY
DESIGN PLANS EXAMPLE

APPENDIX 12
HEFT AET GANTRY
DESIGN PLANS EXAMPLE

APPENDIX 12
HEFT AET GANTRY
DESIGN PLANS EXAMPLE

APPENDIX 12
HEFT AET GANTRY
DESIGN PLANS EXAMPLE

APPENDIX 12
HEFT AET GANTRY
DESIGN PLANS EXAMPLE

TOLL PLAZA NAME: Date: ___ / ___ / ___
DIRECTION (NB/SB):
TFE Inspector Name(s):
Item Inspection Item Item Tolls Observations & Issues Noted
ID Completed Accepted (start with: Not Started, Work In Progress, or Completed)
1 ‐ GANTRY & ASSOCIATED ELEMENTS
Tolling Gantry Columns & Truss (wireway
YES / NO YES / NO
1 unistrut welded & on correct side).
2 W‐Beams (aka I‐Beams or Outriggers).
4.5" Support Pipes (Width per Plans) &
Hardware (saddle plates, u‐bolts, nuts, &
3 bolts).
4 Toll Equipment "J" Arms (Quantity per plans).
Toll Equipment "J" Arms (Sizing per Plans) &
Hardware (saddle plates, u‐bolts, nuts, &
5 bolts).
6 Measure minimum height above roadway
7 Measure maximum height above roadway
Note condition of assembly / bolts, torque
8 marks.
2 ‐ GANTRY ELECTRICAL & E6 ENCLOSURE
6 CGB Fittings at Flexible Conduit Ends.
Flexibile Conduit Installed (from arm to rigid) &
7 Properly Secured to 4.5" Pipes & J‐Arms.
Rigid Conduits Installed (from flex to wireway)
8 & Properly Secured to I‐Beams.
Rigid Conduit Terminations in Wireway
9 Properly Sealed.
10 Flexible & Rigid Conduit Size is 1.5".
11
12
13
14
15
16
17
18
19
20
21
22
Wireway Quantity (1 Data, 1 E6, & 1 Power),
Size (6"x6"), & Properly Connected Segments.
Wireway Transitions Secured to:
‐ Gantry Truss & Supports
‐ Gantry Column & Supports
Wireway Terminations into wire troughs
properly done & sealed for:
‐ Data wire trough
‐ Power wire trough
Wire Trough Quantity (1 Data & 1 Power), Size
(12"x12"x24"), & Properly Supported.
Wire Trough Conduit Terminations Properly
Sealed & Bushings Installed.
‐ Three 4" Data Conduits
‐ Four 2" Power Conduits
E6 Enclosure Installed & Properly Anchored to
Concrete Pad
E6 Enclosure Concrete Pad Installed & Properly
Built.
E6 Enclosure Interior Back‐Side Mounting
Panels Installed, Properly Secured, & Painted.
E6 Enclosure Interior Lighting, Receptacle, 2‐
Hour Delay Timer, and Computer Shelf
Installed & Working.
E6 Heat Exchangers (2) Installed, Properly
Secured, Sealed, & Working.
E6 Enclosure Grounding Bus Bar Installed and
E6 Enclosure Grounded.
E6 Enclosure Conduit Terminations Properly
Sealed & Bushings Installed.
‐ Two 4" E6 Conduits
3 ‐ LOOP ELECTRICAL INFRASTRUCTURE
TOLLING SITE ACCEPTANCE CHECK‐LIST
(ALL Items must be completed prior to Toll Equipment Installation Begins)
1 of 5

Item Inspection Item Item Tolls Observations & Issues Noted
ID Completed Accepted (start with: Not Started, Work In Progress, or Completed)
Loop Pavement Constructed and of Correct
Length (100ft total length, half before and
YES / NO YES / NO
24 after the gantry).
Pavement Loop Stub‐Ups Installed & with
Correct Quantity:
25 ‐ Five 1” stub‐ups per loop pullbox.
26 9” Min. Separation Between Each Stub‐up.
18” Distance From Stub‐up To the Face of
27 Barrier Wall.
Seven Loop Pullboxes Installed & in the
Correct Position (see plans):
‐ Pullbox location provide stub‐up placement
to enable saw cutting of lead‐in wires around
28 loops.
3” Interconnect Conduits Connecting Specific
Loop Pullboxes Installed and Connects Correct
Pullboxes:
‐ Between First‐Second & Second‐Third
Pullboxes.
29 ‐ Between the Last Two Pullboxes.
Four 3” Conduit Home Runs to the Building
30 from Correct Pullboxes.
32
4 ‐ GANTRY TO BUILDING ELECTRICAL CONNECTIONS
E6 Conduits (two 4") Termination in Concrete
Pad Properly Done & Sealed.
Data Conduits (three 4") Termination in
33 Concrete Pad Properly Done & Sealed.
Power Conduits (four 2") Termination in
34 Concrete Pad Properly Done & Sealed.
Duct Banks (Data/E6/Loops & Power) Installed
with Correct Number of Conduits:
‐ Two 4" E6 Conduits
‐ Three 4" Data Conduits
‐ Four 2" Power Conduits
‐ Four 3" Loop Conduits
‐ "X" Power Conduits for E6 Enclosure
35 Electrical
Duct Banks (Data/E6/Loops & Power) Installed
with Separate Pullboxes for Data and Power
36 Conduits.
37 Duct Banks Encased in Concrete or #78 Stone.
Duct Bank Pullboxes Properly Installed,
38 Labeled, & of Correct Size (see plans).
39
41
42
43
If Duct Bank Pullboxes Have Locks (Screwed‐In
Locks, or other type), Were Locks Provided &
of Correct Quantity to Lock All Pullboxes.
Existing Buildings Only (wall penetration):
Conduit Duct Bank "Chase" Mounted on
Exterior Building Wall Properly Installed,
Secured to Wall, & with Correct Number of
Conduits:
‐ Two 4" E6 Conduits
‐ Three 4" Data Conduits
‐ Four 2" Power Conduits
‐ Four 3" Loop Conduits
‐ "X" Power Conduits for E6 Enclosure
Conduit Chase Wire Trough Termination
Properly Done, Sealed, with Bushing, etc.
Separate Wire Troughs for Data & Power
Properly Installed, Secured to Building Wall, &
Accommodate Incoming Conduits Properly.
2 of 5

Item Inspection Item Item Tolls Observations & Issues Noted
ID Completed Accepted (start with: Not Started, Work In Progress, or Completed)
YES / NO YES / NO
44
45
47
51
52
54
55
59
60
Conduit Penetrations to Building Wall Properly
Done:
‐ One Penetration Per Duct Bank Conduit.
‐ Penetration Size Same as Duct Bank Conduits.
‐ Penetration is Straight & Not Angled.
‐ Penetration is Properly Enclosed & Sealed.
Conduit Penetration at Correct Height for
Transition into Interior Ceiling Mounted Cable
Trays (existing bldgs only).
New Buildings Only (floor penetration):
Duct Bank Conduit Stub‐Ups in Building Floor
Installed, Properly Terminated, with Bushing,
etc.
5 ‐ GANTRY BUILDING ARCHITECTURAL, ELECTRICAL, MECHANICAL, & PLUMBING
ARCHITECTURAL
Existing Buildings Only:
Building Modifications Fully Complete:
‐ Wall Demolitions/Reconstruction/Painting
‐ Window Hardening (enclosing or impact film
installation)
‐ Door Replacements or Hardening of Door
Glass with Impact Film
‐ Ceiling Modifications
‐ Flooring Modifications
(see Architectural plans for further info)
Conduit Chase Encased with Concrete or Shaft
of Other Material (applies only to buildings
where conduit penetrates front side of
building).
New Buildings Only:
Pre‐Fabricated Building Fully Constructed:
‐ Foundation In Place
‐ Floor Slab Poured (if applicable)
‐ Building Delivered and Installed
‐ Building Connected/Secured to Foundation
‐ Building/Foundation Connection Properly
Sealed
‐ Painting of Walls/Flooring
Building Door Installed & with Hardware:
‐ Interior Push Bar
‐ Door Contact Sensor
‐ Electrified Strike
‐ Dead Lock
‐ Bar Lock with Pad Lock
‐ Painting of Door
EXTERIOR ELECTRICAL
New Buildings Only:
Back‐Up Power Generator Installed, Tested,
and Certified (also applies to SW 120th Ave
Ramps).
Generator Fuel Tank Fully Operational
(Installed, Tested, and Fire Marshall Certified)
(applies to SW 120th Ave Ramps).
61 Primary Power is Installed, Tested, & Certified.
Building/Site Lightning Protection Installed,
Tested, & Certified (may apply to existing
62 buildings as well).
INTERIOR ELECTRICAL
New Buildings Only:
Duct Bank Conduit Stub‐Ups in Building Floor
Installed, Properly Terminated, with Bushing,
65 etc.
3 of 5

Item Inspection Item Item Tolls Observations & Issues Noted
ID Completed Accepted (start with: Not Started, Work In Progress, or Completed)
Duct Bank Conduit Stub‐Ups Correctly
Positioned Per Rack and Conduit Layout (see
66 conduit layout).
Floor Opening Around Conduits Properly
67 Enclosed & Sealed.
CCTV Conduits Installed and Terminated at the
68 Proper ORT Rack Position.
Access Control/Security System Conduits
Installed and Terminated at the Proper ORT
69 Rack Position.
Both Building Types (New or Existing)
Main Distribution Panel Installed, Tested, &
71 Certified.
Clean Power Panel Installed, Tested, &
Certified.
‐ One Panel for Single Gantry Buildings.
72 ‐ Two Panels for Dual Gantry Buildings.
73 Clean Power Panel is Powerlink G3 Type.
Clean Power Panel Contains Fifteen 20Amp
74 Breakers and Three 30Amp Breakers.
All Surge Suppressors Installed, Tested, and
75 Certified.
76 UPS Installed, Tested, and Certified
77
78
79
80
81
82
83
84
85
88
89
90
91
92
95
UPS Quantity and Model Correct:
‐ One UPS for Single Lane Gantries.
‐ Two UPSs for Dua Lane Gantries.
‐ Model Liebert Nfinity
‐ Size 20KVA.
UPS Phase Matches Incoming Power Phase:
‐ Single Phase or Three Phase.
SCADA Panel Installed and Powered from the
Clean Power Panel.
Cable Trays Installed, Properly Secured to
Ceiling, Placed Correctly (see plans).
Cable Tray Type is 24" Wide & Divided for Data
and Power Cables.
Flexible Conduit Drops from Cable Tray to Toll
Equipment Racks Installed, Properly
Terminated in Cable Tray, & Properly Secured
to Cable Tray and Racks.
CCTV Conduits Installed and Terminated at the
Proper ORT Rack Position.
Access Control/Security System Conduits
Installed and Terminated at the Proper ORT
Rack Position.
Building Lighting Installed, Tested, and
Certified.
HVAC (Interior/Exterior)
Both Building Types (New or Existing)
YES / NO YES / NO
New interior and exterior HVAC Units Fully
Operational (Installed, Tested, & Certified).
Condensate Drain Wells Installed, Tested, &
Certified (see plans).
Exterior Disconnects Installed, Tested, &
Certified.
Wall Louvers for Back‐Up HVAC Units Installed,
Tested, & Certified.
Dual Unit Control Module Installed, Tested, &
Certified.
EXTERIOR PLUMBING
Existing Buildings Only:
Restroom Fixtures Fully Removed:
‐ Toillets, Sinks, etc.
‐ Toillet/Sink Hook‐Ups Sealed & Capped.
6 ‐ FIBER OPTIC COMMUNICATIONS INFRASTUCTURE & DEVICES
4 of 5

Item Inspection Item Item Tolls Observations & Issues Noted
ID Completed Accepted (start with: Not Started, Work In Progress, or Completed)
Communications Rack Properly
YES / NO YES / NO
97 Installed/Secured in New Recorder Room.
Patch Panel Properly Installed in
98 Communications Rack.
Connection from Backbone‐to‐Building
Installed:
‐ Splice Vaults.
‐ Pullboxes.
‐ Conduit.
‐ Tone Wire.
99 ‐ Warning Tape.
Connection from Ramp‐to‐Ramp Installed:
‐ Splice Vaults.
‐ Pullboxes.
‐ Conduit.
‐ Tone Wire.
100 ‐ Warning Tape.
Fiber Cable Connection from Backbone‐to‐
Building Installed, Tested, & Certified:
‐ 24SM Fiber for Ramps.
‐ 48SM for Mainlines.
101 ‐ Termination in Patch Panel Complete.
102
103
Fiber Cable Connection from Ramp‐to‐Ramp
Installed, Tested, & Certified:
‐ Splice Vaults, Pullboxes, & Conduit.
‐ 12MM or 24MM for Ramps.
‐ Termination Complete.
Existing Fiber Cable to be Reused:
‐ Slack to be Left Inside of the Building Either:
‐ Under the Accessible Floor
or
‐ Cable Trays.
5 of 5