090472_Scott Aviation_VIMP ver 2_Compliance letter _20210217

March 5, 2021

Sent Via E-mail

Mr. Rohit Shetty, PE
Geological Resources, Inc.
3502 Hayes Road
Monroe, North Carolina 28110
[e-mail]

Subject: Vapor Intrusion Mitigation Plan - Compliance Review
City of Monroe Police Department (Former Scott Aviation Facility), Revision 1
310 West Crowell Street
Monroe, North Carolina
Brownfields Project No. 09042-05-090
Dear Mr. Shetty:
The North Carolina Department of Environmental Quality Brownfields Program (DEQ
Brownfields) received and reviewed the Vapor Intrusion Mitigation (VIM) Plan - Revision 1,
dated February 17, 2021, and DEQ Brownfields has found this VIM Plan to be in compliance with
Land Use Restriction 15.g of the recorded Notice of Brownfields Property for the site and the
Brownfields Vapor Intrusion Mitigation System Design Submittal New Construction Minimum
Requirements Checklist dated March 2018.

Consistent with standard brownfields vapor intrusion provisions included in the brownfields
agreement for this project, an essential component of public health protection for this design is the
professional engineer’s seal of these documents that the proposed design will be effective at
mitigating the potential for vapor intrusion at the property and protecting public health.
Furthermore, the safe occupancy of the building will be evaluated upon system effectiveness, sub-
slab soil gas sampling, and indoor air sampling (if warranted) as required by Section 6.0, Section
7.0, and Section 8.0 of the VIM Plan. In addition, DEQ Brownfields reserves the authority to
require confirmation of efficacy in the future.

Please be advised that this design compliance review from DEQ Brownfields does not waive any
applicable requirement to obtain any necessary permits, licenses or certifications which may be
required from other state or local entities.
Rohit Shetty, PE
March 5, 2021
Page 2

If you have any questions, please feel free to contact me at my mobile number 919-609-
2334, or via e-mail at [e-mail].

Sincerely,

Kelly G. Johnson, P.G.
Brownfields Vapor Intrusion Specialist
Division of Waste Management

ec: Bruce Nicholson - DEQ Brownfields
Jordan Thompson - DEQ Brownfields

___________________________________________________________________________________________ 
Prepared by: Geological Resources, Inc. Vapor Intrusion Mitigation System Plan 
Prepared on: February 17, 2021  City of Monroe PD (Former Scott Aviation Facility) 
Project Manager: Rohit Shetty, P.E.     GRI Project No. 5406 

TABLE OF CONTENTS
1.0  Introduction ...................................................................................................................... 1 
2.0 Vapor Barrier .................................................................................................................... 2 
3.0 Passive Sub-Slab Vapor Extraction System .................................................................. 3 
4.0 Pressure Measuring Points ............................................................................................. 4 
5.0 Quality Assurance / Quality Control ............................................................................... 5 
6.0 Post-Construction and Pre-Occupancy System Effectiveness Testing ..................... 5 
7.0 Sub-Slab Vapor Sampling ............................................................................................... 6 
8.0 Indoor Air Sampling ......................................................................................................... 7 
9.0 Effectiveness Reporting (Sub-Slab and Indoor Air) ..................................................... 8 
10.0 Post-Occupancy Testing ................................................................................................. 9 
11.0 Future Tenants & Building Uses ..................................................................................... 9 
12.0 Reporting .......................................................................................................................... 9 

FIGURES

Figure 1: Site Location Map
Figure 2: Site Map
Figure 3: Soil Vapor Screening Map
Figure 4: Vapor Intrusion Mitigation System Plan

APPENDICES

Architectural Drawings
Appendix A: Vapor Barrier Product Specification Sheets
Appendix B: VIMS Product Specification Sheets
Appendix C: Manufacturer Specification Sheets for Monitoring Points

___________________________________________________________________________________________ 
Prepared by: Geological Resources, Inc. Vapor Intrusion Mitigation System Plan 
Revised on: February 17, 2021  City of Monroe PD (Former Scott Aviation Facility) 
Project Manager: Rohit Shetty, P.E.     GRI Project No. 5406 

1 

1.0 Introduction
Geological Resources, Inc. presents this Vapor Intrusion Mitigation Plan (VIMP) for the mitigation
of potential vapors of chlorinated volatile organic compounds (VOCs) in the proposed new
building construction at the former Scott Aviation facility (Parcel II) located at 310 West Crowell
Street in Monroe, Union County, North Carolina (Figure 1). The site is a Brownfields site identified
as North Carolina Department of Environmental Quality’s (NCDEQ) Brownfields Project Number
09042-05-090. The site is being redeveloped by SCN Architects LLC for use as the new building
for the City of Monroe’s Police Department. Development plans include the construction of an
approximately 33,000 square foot, two-story building for the police department and an adjacent
3,000 square foot wash bay. Excerpts of the development plans, specifically the Site Plan, Wall
sections, Foundation Plans and First Floor Layout of the proposed police department building are
included as Architectural Drawings. This VIMP is presented as part of the overall Environmental
Management Plan for redevelopment of the site and was prepared in accordance with the
NCDEQ’s March 2018 Vapor Intrusion Guidance document. The VIMP is specific only to the
police department building as requested. A Site Map showing the proposed building and site
features is included as Figure 2.

Subsurface soil-gas sampling was conducted at two locations (SV-13 and SV-14) within the
proposed building footprint at the site in August 2019 by the previous consultant (AECOM
Technical Services of North Carolina). Based upon the laboratory analytical results,
concentrations of tetrachloroethylene and trichloroethylene exceeded the non-residential VISLs.
Detectable concentrations of other VOCs that did not exceed the VISLs, were also reported in
samples SV-13 and SV-14. A map depicting the locations of soil-gas sampling points SV-13 and
SV-14 in relation to the proposed building, and the vapor screening results are presented on
Figure 3.

The proposed building is a two story slab-on-grade mounted, engineered, steel structure with
aluminum siding. The building will be used by the police department for its offices.

___________________________________________________________________________________________ 
Prepared by: Geological Resources, Inc. Vapor Intrusion Mitigation System Plan 
Revised on: February 17, 2021  City of Monroe PD (Former Scott Aviation Facility) 
Project Manager: Rohit Shetty, P.E.     GRI Project No. 5406 

2 

2.0 Vapor Barrier
The vapor barrier will be constructed using Stego Industries Drago® Wrap Vapor Barrier (Drago
Wrap). The technical specifications and installation instructions obtained from Stego Industries
for the 20-millimeter Drago Wrap barrier and installation products are provided in Appendix A
and are briefly summarized below.

In accordance with the manufacturer installation instructions, the Drago Wrap will be installed
over the sub-slab aggregate and will completely cover the concrete slab placement area. The
barrier sheeting seams will be overlapped a minimum of twelve (12) inches and seams and utility
stub penetrations will be sealed using DragoSealTM Tape and/or Drago® Mastic. Please note that
all pipe or conduit penetrations in the vapor barrier (from the sub-slab piping network as well as
multiple utility pipe penetrations) will be sealed using a detail patch of Drago Wrap to fit over the
penetration and the patch will be sealed with DragoSeal Tape or Drago Tape prior to applying
Drago Mastic. An alternative to applying Drago Mastic over the DragoSeal Tape would be to pour
Drago Sealant around the penetration areas in accordance with manufacturer installation
instructions. Use of the Drago Sealant over the DragoSeal Tape is the preferred option.

The concrete slab will be placed directly on top of the sealed barrier to enhance the sealing of the
overlap seams and utility stub penetrations. The concrete slab will also seal the barrier at the
slab footers and complete the vapor barrier system. In accordance with manufacturer installation
instructions, use DragoTack® Tape to seal Drago Wrap to the underside of the slab while the
concrete is placed. DragoTack Tape may also be used for sealing of perimeter and terminating
edges of Drago Wrap. Please note that any proposed material changes must be requested in
writing prior to implementation and can be implemented only after approval by the design
engineer. Any changes to proposed materials must be protective of public health from the
previously identified contaminants of concern at the site and must be approved by the design
engineer prior to implementation. If an alternate equivalent vapor barrier is proposed, the NCDEQ
Brownfields Program will also need to be notified of the alternate liner for their review and approval
prior to installation.

In accordance with manufacturer installation instructions, the vapor gas barrier (Drago Wrap) will
be installed below the building slab surrounded by the inner face of the exterior footings. A gas-
tight seal must be provided where the vapor gas barrier is attached to all interior and exterior wall

___________________________________________________________________________________________ 
Prepared by: Geological Resources, Inc. Vapor Intrusion Mitigation System Plan 
Revised on: February 17, 2021  City of Monroe PD (Former Scott Aviation Facility) 
Project Manager: Rohit Shetty, P.E.     GRI Project No. 5406 

3 

footings using the manufacturer’s recommendations. Gas-tight seals are needed at all pipe or
conduit penetrations through the barrier. This includes, but is not limited to, all water lines,
sanitary sewer pipes, electrical conduits, and any other materials that penetrate the barrier. In
accordance with the manufacturer installation instructions, to repair all pipe or conduit
penetrations in the vapor barrier, a detail patch of Drago Wrap will be utilized to fit over the
penetration and the patch will be sealed with DragoSeal Tape prior to applying Drago Sealant or
Drago Mastic. Please note that as specified above, the use of Drago Sealant over DragoSeal
Taped areas to cover pipe penetrations is the preferred option.

The vapor barrier will consist of minimum 20-millimeter thick polyethylene sheeting as specified
above. Polyethylene tape seals will be used at all joints. The vapor barrier can be placed directly
on the aggregate and immediately below the slab. Please note that any proposed material
changes must be requested in writing prior to implementation and can be implemented only after
approval by the design engineer. Any changes to proposed materials must be protective of public
health from the previously identified contaminants of concern at the site and must be approved
by the design engineer prior to implementation.

Please note that at no time will any hollow tubing or hollow piping be used to support conduits for
the slab pour, in order to ensure that no vapor intrusion pathway is inadvertently created during
the construction of the slab. If temporary supports are required, it is recommended that rebar be
used where needed. Inspections will be conducted during the slab pour to ensure that proper
supports are used that do not in any way compromise the vapor barrier.

3.0 Passive Sub-Slab Vapor Extraction System
To further enhance the vapor intrusion protection for the building, the VIMS also includes a
passive sub-slab vapor extraction piping system. Passive sub-slab vapor evacuation will be
accomplished using wind-powered turbine ventilator fans and PVC screen and PVC riser piping
designed to collect, channel and evacuate influent vapors from beneath the slab and discharge
the effluent vapor through riser ventilation stacks mounted on the building roof. The PVC screen
in the sub-slab vapor extraction system will be 3-inches in diameter while the vent riser piping will
be 4-inches in diameter and consist of Schedule 40 PVC pipe or equivalent.

___________________________________________________________________________________________ 
Prepared by: Geological Resources, Inc. Vapor Intrusion Mitigation System Plan 
Revised on: February 17, 2021  City of Monroe PD (Former Scott Aviation Facility) 
Project Manager: Rohit Shetty, P.E.     GRI Project No. 5406 

4 

The proposed sub-slab system will consist of seven (7) piping networks spaced evenly over the
floor area of the building. Each network of sub-slab vapor extraction piping will be connected to
between two (2) to three (3) solid vent vertical risers. The vent risers will run from the sub-slab
region to the rooftop, connecting the sub-slab vapor collection system to the rooftop emission
system with a total of eighteen (18) stacks. Vent risers can be run on the outside of the building
or within building walls. The vent risers will be properly secured to the building (e.g., enclosed
within wall cavities or pipe chases or affixed to structural steel columns) to protect from damage.
Riser duct piping shall extend in a vertical orientation along the column at the building roof and
terminate a minimum of two (2) feet above the building roof line. Riser pipes shall be affixed to
the steel columns using appropriate pipe supports. Exhaust discharge locations shall be a
minimum of 15 feet from any operable opening or air intake into the building, and a minimum of
two (2) feet above any roof parapet or enclosing roof components. The proposed locations of the
vent risers are shown on Figure 4.

The turbine ventilator fans which will be installed on the riser piping, are galvanized Empire Model
TV04G (or equal) and are to be installed in accordance with manufacturer specifications on the
discharge end of the exhaust stacks on the roof. These turbine ventilator fans are wind-driven
and have a rated exhaust capacity of 126 cubic feet per minute (cfm) in a 4 mile per hour (mph)
wind. In order to enhance sub-slab vapor transmission and collection effectiveness, sub-slab
vapor collection piping will be installed within a minimum 4-inch thick base course gravel layer
which will be installed underlying the concrete slab. Specifications for the proposed turbine
ventilator fans and PVC vapor collection/conveyance piping are provided in Appendix B.

4.0 Pressure Measuring Points
As required for passive sub-slab vapor extraction systems, pressure measuring points with
secured covers will be installed to allow future measurement of the pressure differential between
indoor air and sub-slab, if needed. The purpose of these measuring points is to also allow for the
collection of sub-slab vapor samples for laboratory analysis and for pressure monitoring during
the influence testing after construction. Please note that the pressure measurements are only
proposed for the initial influence testing following construction and before building occupancy.
Pressure measurements and sub-slab vapor sampling is only recommended on an on-going basis
if the sub-slab vapor extraction system is converted from passive to active based on the results

___________________________________________________________________________________________ 
Prepared by: Geological Resources, Inc. Vapor Intrusion Mitigation System Plan 
Revised on: February 17, 2021  City of Monroe PD (Former Scott Aviation Facility) 
Project Manager: Rohit Shetty, P.E.     GRI Project No. 5406 

5 

of post-construction indoor air sampling (if warranted, see section 7.0). Typical manufacturer
specification sheets for pressure monitoring point securable covers are included in Appendix C.

A total of 21 pressure monitoring points have been proposed. It is our understanding that,
following the pilot test, one or more of these monitoring points may be eliminated by properly
abandoning them to minimize the final number of monitoring points that will be left in-place
permanently. It is important that all pressure monitoring points are easily accessible through the
life of the project for future monitoring when needed, until such time, the NCDEQ directs specific
or all monitoring points to be properly abandoned. Please note that no monitoring points can be
eliminated without prior approval from the NCDEQ Brownfields Program. The proposed locations
of the pressure monitoring points are shown on Figure 4.

5.0 Quality Assurance / Quality Control
For quality assurance and quality control purposes, inspections by the design engineer will be
conducted during various phases of VIMS installation activities for the slab. Inspections will be
performed upon completion of horizontal collection system and gravel base placement, vapor
barrier installation prior to pouring the slab, vertical exhaust riser placement and connection, and
fan installations. No portion of the VIMS will be covered without inspection and each inspection
will be performed by, or under direction of the VIMS design engineer certifying the VIMS plan.

The inspections will be documented in a report and will include field notes and photographs. The
engineer certifying the report, or designee, will provide NCDEQ with 48-hour notice prior to
conducting the inspections, when possible.

Safety Data Sheets (SDS) for materials used during construction will be collected from all
contractors at the site and included in the final deliverable (See Section 9.0).

6.0 Post-Construction and Pre-Occupancy System Effectiveness Testing
Following installation of the horizontal extraction piping, vapor barrier, and concrete slab pours,
but prior to building occupancy, influence testing will be conducted on the VIMS to ensure proper
vacuum influence is obtainable beneath the concrete slab. For the influence test, one or more
variable speed vapor extraction fans will be attached to select vertical risers. The vacuum and

___________________________________________________________________________________________ 
Prepared by: Geological Resources, Inc. Vapor Intrusion Mitigation System Plan 
Revised on: February 17, 2021  City of Monroe PD (Former Scott Aviation Facility) 
Project Manager: Rohit Shetty, P.E.     GRI Project No. 5406 

6 

air flow will be measured at varying speeds at the extraction fan locations, followed by collection
of pressure measurements at each pressure measuring point until the entire slab has been
evaluated. The results of the influence test will be submitted to NCDEQ upon completion of the
tests and internal evaluation of the data collected.

As indicated in Figure 4, the pressure measuring points have been designated as permanent
installations (green bull’s eyes). Locations of permanent pressure measuring points have been
selected for installation in easily accessible spaces for future monitoring, if needed. Please note
that if the locations need to be modified, it is important to ensure that these monitoring points
remain accessible. Any modification to the proposed locations will need to be approved prior to
submittal to the NCDEQ by VIMS design engineer certifying the VIMS plan.

Upon completion of successful influence testing and prior to occupancy of the building, sub-slab
vapor samples will be collected from select permanent pressure measuring points to evaluate the
potential for structural vapor intrusion.

7.0 Sub-Slab Vapor Sampling
It is proposed that a minimum of one (1) sub-slab vapor sample be collected per piping network
and submitted for laboratory analysis to evaluate concentrations of VOCs below the building slab.
Upon discussion with NCDEQ, the final number of sub-slab vapor samples may change.
Proposed sub-slab samples will be collected from the permanent pressure measuring points
shown on Figure 4 after discussion with NCDEQ.

Prior to sampling, each pressure measuring point will be sealed using an expandable well cap
equipped with a Swagelok® sampling port. Dedicated Teflon sample tubing will be connected to
the Swagelok® sampling port using a brass nut and ferrule assembly to form an air tight seal. To
evaluate the reproducibility of the sample results, one duplicate sub-slab vapor sample will be
collected during the sampling event using a laboratory-supplied T-sampler.

Prior to sub-slab vapor sample collection, a helium leak check will be performed at each sampling
location by constructing a shroud around the pressure measuring point, sample cannister,
sampling fittings and sampling connections, and flooding the air within the shroud with helium

___________________________________________________________________________________________ 
Prepared by: Geological Resources, Inc. Vapor Intrusion Mitigation System Plan 
Revised on: February 17, 2021  City of Monroe PD (Former Scott Aviation Facility) 
Project Manager: Rohit Shetty, P.E.     GRI Project No. 5406 

7 

gas. Helium concentrations inside the shroud will be measured using a helium gas detector and
near saturated conditions will be maintained within the shroud throughout the leak check activities.
A minimum of 3 volumes will be purged from the sampling tubing and from the pressure measuring
point’s PVC conduit. Vapor will be collected outside of the shroud into a Tedlar® bag and analyzed
using the helium gas detector to ensure that helium concentrations are less than 10% of the
concentration measured within the shroud.

For measuring points selected for laboratory analysis, a laboratory-supplied stainless steel
Summa sample canister connected to an in-line flow controller with a vacuum gauge will be used
to collect the sub-slab vapor sample. The flow controller will be connected to the sample tubing
at each sampling measuring point using a brass nut and ferrule assembly to form an air-tight seal.
The flow controller will be pre-set by the laboratory to regulate the vapor intake rate to
approximately 100 milliliters per minute. Once the sample train is assembled, the intake valve on
the canister will be fully opened to begin collection of the sub-slab vapor sample. Vacuum
readings on the Summa canister will be recorded prior to and following the sampling period to
ensure adequate sample volume was collected. A vacuum will be maintained within the canisters
at the conclusion of the sampling event. The laboratory will also be required to report the vacuums
of the received canisters to determine if the canisters were compromised during shipping.

After sample collection, the Summa canister’s valve will be closed, and the regulator will be
disconnected from the canister. The canisters will be placed in laboratory supplied shipping
containers, properly labeled and shipped under standard chain-of-custody protocols to a qualified
laboratory for analysis of VOCs by EPA Method TO-15. The laboratory will be requested to use
reporting limits that are below NCDEQ Non-Residential Vapor Intrusion Sub-slab and Exterior Soil
Gas Screening Levels (SGSLs).

Based upon the results of the sampling, recommendations will be made in accordance with the
March 2018 NCDEQ DWM Vapor Intrusion (VI) Guidance.

8.0 Indoor Air Sampling
Prior to occupancy, a minimum of three (3) indoor air quality samples will be collected to evaluate
the potential for a completed vapor intrusion pathway. In addition, one duplicate indoor air sample

___________________________________________________________________________________________ 
Prepared by: Geological Resources, Inc. Vapor Intrusion Mitigation System Plan 
Revised on: February 17, 2021  City of Monroe PD (Former Scott Aviation Facility) 
Project Manager: Rohit Shetty, P.E.     GRI Project No. 5406 

8 

will also be collected from one of the sample locations and an exterior background air sample will
also be collected at the time of the indoor air sampling event. The locations of the proposed
indoor air samples and background air sample will be provided to NCDEQ for review and
concurrence prior to performing the indoor air sampling.

Indoor air quality samples will be collected in accordance with the above referenced NCDEQ’s VI
Guidance. The air samples will be collected using lab certified 6-liter Summa canisters connected
to in-line flow controllers with a vacuum gauge. The flow controllers will be preset at the lab for an
8-hour sampling duration. The sampling intake will be set at approximately 5 feet above the slab
level of the building. The starting and ending vacuum pressure in each canister will be recorded
on the sample chain-of-custody. The sample canisters will then be labeled and shipped to a North
Carolina certified laboratory for VOC analyses by EPA Method TO-15. The laboratory will also
be required to report the vacuums of the received canisters to determine if the canisters were
compromised during shipping.

9.0 Effectiveness Reporting (Sub-Slab and Indoor Air)
Subsequent to receipt of the laboratory analytical report, GRI will prepare a report documenting
the results of the sub-slab gas and indoor air sampling events. The report will be submitted to the
NCDEQ and will contain a narrative describing the sample collection process, laboratory report
and conclusions and recommendations. Based upon the results of the sampling, GRI will make
recommendations based upon the NCDEQ VI Guidance. It is anticipated that the
recommendations will consist of one of the following:

• The passive VIMS is effective and will include a certification by the engineer that the
system is protective of public health.
• Semi-annual sub-slab sampling will be conducted until approval by NCDEQ to cease or
modify the sampling schedule. Based on favorable sub-slab soil gas results, the NCDEQ
may determine that future events may not require as many samples or that no further
sampling is warranted;
• Additional sampling is warranted to confirm that the passive VIMS is effective.
• An active VIMS is required. Active fans will be installed as part of the VIMS and follow-up
sampling will be performed after installation of the fans.

___________________________________________________________________________________________ 
Prepared by: Geological Resources, Inc. Vapor Intrusion Mitigation System Plan 
Revised on: February 17, 2021  City of Monroe PD (Former Scott Aviation Facility) 
Project Manager: Rohit Shetty, P.E.     GRI Project No. 5406 

9 

Should results of post-construction indoor air testing from a VIMS treatment area indicate that
active fans are warranted to prevent vapor intrusion into the building, active fans will be installed
at the exhaust end of the vent risers to convert the VIMS from passive to active.

10.0 Post-Occupancy Testing
The VIMS is proposed as a passive system which will utilize sub-slab vapor extraction through
piping and wind-driven turbine ventilator fans. As such, post occupancy differential pressure
testing is not anticipated. If however, the VIMS is converted to an active system based on results
of post-construction and pre-occupancy indoor air assessment results, mitigation system
modifications and plans for additional indoor air sampling and long-term differential pressure
monitoring across the slab will be submitted to the NCDEQ Brownfields Program for approval
prior to implementation. Actual fans to be used will be selected based on the results of the
influence testing discussed in section 6.0. It is anticipated that additional indoor air sampling will
be conducted similar to the indoor air sampling activities discussed above if the system is
converted from passive to active.

11.0 Future Tenants & Building Uses
During building occupancy, the building maintenance department will maintain the vapor
mitigation piping and turbine fans (or electric fans if active system is installed).The VIMS
accessible piping will be labeled with “Vapor Mitigation–Contact Maintenance Dept.”, or similar,
at intervals of no greater than 10-linear feet. If the mitigation piping is exposed, damaged, altered,
or repaired, the building maintenance department will contract a North Carolina Professional
Engineer (PE), to provide oversight and inspections in a similar manner as those described above.
In addition, a North Carolina PE will provide oversight and inspections during any sub-slab
installation or repairs in the event that the vapor barrier is exposed, altered or penetrated. The PE
will notify the NCDEQ Brownfields Program of the changes or repairs and provide a report
documenting the activities for NCDEQ Brownfields record.

12.0 Reporting
Following confirmation that the VIMS is installed, effective, and operating properly, a report
certified by a North Carolina PE, documenting the installation of the VIMS will be submitted to the

___________________________________________________________________________________________ 
Prepared by: Geological Resources, Inc. Vapor Intrusion Mitigation System Plan 
Revised on: February 17, 2021  City of Monroe PD (Former Scott Aviation Facility) 
Project Manager: Rohit Shetty, P.E.     GRI Project No. 5406 

10 

NCDEQ Brownfields Program. The report will summarize VIMS installation activities, quality
assurance and quality control measures, post-construction and pre-occupancy system
effectiveness testing including sub-slab vapor and indoor air assessment results (where
warranted), and an opinion as to whether the VIMS was installed in accordance with the NCDEQ
Brownfields approved VIMS Plan and is protective of public health. The report will include
photographs, inspection documents, as-built construction figures and safety data sheets for
materials used during construction that could be contributing to background indoor detections (if
needed).

FIGURES

SITE LOCATIONFigure 1: Site Location City of Monroe Police Department(Former Scott Aviation Facility)310 West Crowell Street, Monroe, Union County, NC NCDEQ Brownfields Project No. 09042-05-090GRI Project No. 5406500 M2000 FTDate: 10/01/2020Location: 34.983579° N -80.553342° W Dad

APPENDICES

ARCHITECTURAL DRAWINGS

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A A
B B
C C
D D
E E
F
F
GG
HH
I
JJ
KK
M M
1
3.75
1
3.74
1
3.70
2
3.73
F5 C6
TF [ -2'-0" ]
F5 C6 C6F5 C6F5 C6F5 C6F5 C6F4
TF [ -2'-0" ]TF [ -2'-0" ]TF [ -2'-0" ]TF [ -2'-0" ]TF [ -2'-0" ]TF [ -2'-0" ]
C8 C6
C8
C8
C8C8
C8 C8
C8
C8
C8
C8
C8
C6
C6
C6
C6
C6
C6
C6C6
C6
C6
C8 C8 C8 C8 C8
C8
C8
C8 C8
C8 C8
C8 C8
F4
F5
F6
F6
F6F6F6F6F6
F6
F6
F6
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F6 F6
F6 F6
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F4
F4
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F7 F7 F7
F7 F6 F5
F6 F6 F6
F6
F4.5
F4.5
F4.5
F4.5
WF3.0
WF3.0WF3.0WF3.0
WF3.0
WF3.0WF3.0 WF3.0WF3.0
WF2.33 WF2.33
WF2.33WF2.33
WF2.33WF2.33
WF2.33
WF2.33
WF2.33WF2.33WF2.33WF2.33WF2.33WF2.33WF2.33WF3.0WF3.0RWF4.00
RWF4.00WF3.0WF3.0 WF3.0WF3.0
WF3.0
TF [ -3'-4" ]
TF [ -2'-0" ]
TF [ -2'-0" ]
TF [ -2'-0" ]
TF [ -2'-0" ]TF [ -2'-0" ]TF [ -2'-0" ]TF [ -2'-0" ]TF [ -2'-0" ]TF [ -2'-0" ]TF [ -2'-0" ]
TF [ -2'-0" ]
TF [ -2'-0" ]
TF [ -2'-0" ]
TF [ -2'-0" ]TF [ -2'-0" ]
TF [ -2'-0" ]TF [ -2'-0" ]
TF [ -2'-0"TF [ -2'-0" ]
TF [ -2'-0" ]
TF [ -2'-0" ]
TF [ -2'-0" ]
TF [ -2'-0" ]
TF [ -2'-0" ]TF [ -2'-0" ]TF [ -2'-0" ]
TF [ -2'-0" ]TF [ -2'-0" ]TF [ -2'-0" ]
TF [ -2'-0" ]
TF [ -2'-0" ]
TF [ -2'-0" ]TF [ -2'-0" ]
TF [ -2'-0" ]
TF [ -2'-0" ]TF [ -2'-0" ]TF [ -2'-0" ]
TF [ -2'-0" ]TF [ -2'-0" ]TF [ -2'-0" ]
TF [ -2'-0" ]
TF [ -2'-0" ]TF [ -2'-0" ]TF [ -2'-0" ]TF [ -2'-0" ]TF [ -2'-0" ]TF [ -5'-4" ]TF [ -2'-0" ]TF [ -2'-0" ]TF [ -2'-0" ]TF [ -2'-0" ]TF [ -2'-0" ]TF [ -4'-8" ]
TF [ -2'-0" ]TF [ -2'-0" ]
TF [ -2'-0" ]
TF [ -2'-0" ]
1
3.71
2
3.70
1
3.72
2
3.72
3
3.72
1
3.73
3
3.73
1
3.70
Sim
3
3.70
3
3.70
Sim
HATCHED FLOOR AREA TO
BE RECESSED FOR ACCESS
FLOORING AT SARGENT 160,
COMMUNICATIONS 161,
WORK 162, SERVER 163 AND
IT WORK 167B AND FOR TILE
AT TOILET 156 (SEE 6/3.00)170'-4"60'-8"109'-8"20'-8"40'-0"11'-4"32'-0"54'-8"11'-8"8"19'-4"42'-4"17'-4"7'-0"13'-0"2'-8"7'-3 1/2"1'-4 1/2"17'-1 1/4"3'-3 1/4"37'-3 1/2"1'-8"1'-8"1'-8"8"1'-3 5/8"1'-3 5/8"1'-3 5/8"1'-3 5/8"8'-8 3/4"18'-0 3/4"1
3.76
2
3.76
2
3.75
2
3.74
LLTF [ -2'-0" ]
TF [ -2'-0" ]WF2.33 TF [ -2'-0" ]
TF [ -2'-0" ]TF [ -2'-0" ]TF [ -3'-4" ]TF [ -2'-0" ]TF [ -3'-4" ]
ELEVATOR SHAFT FOUNDATION
12'-11 5/8" x 14'-4" x 1'-0" DEEP
WITH #5 BARS AT 12" O.C. EACH
WAY - TOP OF FOUNDATION IS
5'-0" BELOW FININSHED FLOOR
1
3.77
2
3.77
1
3.77
Sim1
3.78
2
3.78
1
3.79
C6F4.5
TF [ -2'-0" ]
2
3.79
3
3.78
8" 4'-8" 30'-0" 4'-8" 8"1'-8"
1'-3 5/8" 23'-4 3/4" 7 5/8" 14'-0 3/8" 1'-3 5/8"
4'-8" 1'-3 5/8" 28'-8 3/4" 1'-3 5/8" 4'-8"5 1/2"7 5/8"6 7/8"1
3.79
Sim
1
3.80
2
3.80
3'-0" 12'-4"72'-8"42'-8"16'-8" 11'-4" 10'-8" 6'-0"
175'-4"
1'-8"12'-4" 7'-6" 17'-1" 3'-10" 18'-0" 3'-7" 15'-4" 7'-4" 11'-2"8'-6" 7'-10" 11'-10" 2'-3" 9'-0 1/2" 16'-8 1/2" 5'-4" 5'-4"1'-8"
1'-8"
1'-8"5'-8" 13'-8"53'-4"
1'-8"
1'-8"1'-3 5/8" 8'-8 3/4" 1'-3 5/8"1'-3 5/8"
1'-0" 10'-0 3/8"
1'-3 5/8"109'-8"3'-4"10'-8" 16'-8" 9'-0" 27'-0" 9'-0" 16'-8" 20'-8"1'-8"2'-8"1'-3 5/8" 8'-8" 1'-0"7 5/8"19'-0 3/4"1'-3 5/8"2'-6 1/2" 3'-5 1/2"2'-6 1/2"3'-5 1/2"WF2.33TF [ -3'-4" ]TF [ -3'-4" ]15'-0"1'-8"1'-8"1'-8"17'-4"7'-0"13'-0"2'-8"7'-3 1/2"18'-5 3/4"60'-8"20'-8"40'-0"19'-4"42'-4"8"8"7 5/8" 8'-8 3/8"14'-0 3/4"7 5/8"4'-8"9'-4" 6'-0" 25'-4"
1'-7 1/2"3'-4"17'-0" 5'-8"69'-4"31'-4"
1'-3 5/8"1'-3 5/8"2'-8"3'-3 5/8"3'-3 5/8"1'-8"1'-8"3'-0"25'-7 1/2"11'-8"3'-3 1/4"WALL FOOTING TO EXTEND 1'-0"
BEYOND PERIMETER OF THE
VENEER x 1'-0" THICK WITH #5
BARS AT 12" O.C. EACH WAY
BOTTOM (TYP. OF TWO)
1'-8" 5'-4"
10'-8"
F4 C4
TF [ -2'-0" ]
F4 P24x24 C4
TF [ -5'-0" ]
TP{ -0'-8" }TF [ -2'-8" ]FS
TF [ -2'-0" ]
FS RWF4.00TF [ -3'-4" ]FS RWF4.00TF [ -4'-8" ]RWF4.00
TF [ -5'-4" ]
FS FSFS
FSRWF4.00TF [ -3'-4" ]WF3.0TF [ -2'-0" ]TF [ -4'-0" ]
FS
FS
P24x24
HATCHED FLOOR AREA
TO BE RECESSED TILE AT
TOILET/SHOWER 149 AND
TOILET 171 (SEE 6/3.00)
HATCHED FLOOR AREA
TO BE RECESSED TILE
AT TOILET/SHOWER 140
AND 141 (SEE 6/3.00)
HATCHED FLOOR AREA
TO BE RECESSED TILE
AT WOMEN 106, MEN
107, WOMEN 116 AND
MEN 117 (SEE 6/3.00)
FS
WF3.0TF [ -2'-0" ]TF [ -3'-4" ]
4
3.73
TYP
5
3.73
TYP
HATCHING INDIACTES
SALLY PORT SLAB
EXTENTS, SEE PLAN
NOTES FOR SLAB
INFORMATION
CJ
CJ
CJ
WF2.33WF2.33 TF [ -2'-0" ]TF [ -2'-0" ]TF [ -2'-0" ]WF2.33TF [ -2'-0" ]WF3.0A3.10
2
C4
11 13/16" 3 13/16"4'-2"4
3.77
THICKEN SLAB AND RECESS
FOR RAILS AT THE HIGH
DENSITY STORAGE SHELVES
THICKEN SLAB AND RECESS
FOR RAILS AT THE HIGH
DENSITY STORAGE SHELVES
TRENCH DRAIN
(SEE 5/S3.73)11 5/8"1'-3 5/8"
8" 7 5/8"
11 13/16" 3 13/16"5 13/16"5 13/16"BRICK VENEER
HECKMAN TYPE 103C
TRIANGLE TIES AT 16" O.C.
ATTACHED TO COLUMN
DOOR JAMB
FILL CMU SOLID WITH GROUT
AROUND COLUMN AND
MASONRY TIES
1/4" BENT PLATE JAMB AND
ANCHORS (SEE ARCHITECTURAL
DRAWINGS)
8" CMU
COLUMN - HSS4x4x3/8
Project No.
Date:1.800.671.0621www.scn-architects.comSheet No.719 East Second AvenueGastonia, NC 28054Phone: [phone]Fax: [phone]Drawn by:
Checked by:
Revisions:
ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRADES. IT IS THE RESPONSIBILITY OF ALL CONTRACTORS AND
TRADES TO COORDINATE THE INSTALLATION OF THEIR WORK WITH THE INSTALLATION OF WORK BY ALL OTHER
CONTRACTORS AND TRADES. THE REQUIREMENTS OF THE DRAWINGS, GENERAL REQUIREMENTS AND ALL ITEMS
OF THE CONTRACT DOCUMENTS ARE EQUALLY BINDING ON ALL CONTRACTORS AND TRADES. EACH
CONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE CONTRACT DOCUMENTS FOR HIS EMPLOYEES USE
ON THE PROJECT TO ASSURE THAT ALL WORK IS PROPERLY COORDINATED AND INSTALLED WITH THE WORK OF
OTHER CONTRACTORS AND TRADES.
WHENEVER THERE ARE DISCREPANCIES BETWEEN DRAWINGS, OR BETWEEN THE DRAWINGS AND
SPECIFICATIONS, OR CONFLICTS WITHIN THE SPECIFICATIONS AND/OR DRAWINGS, AND SUCH DISCREPANCY IS
NOT CALLED TO THE ARCHITECT'S ATTENTION IN TIME TO PERMIT CLARIFICATION BY ADDENDUM, THE
CONTRACTOR SHALL BASE HIS BID UPON PROVIDING THE BETTER QUALITY OR GREATER OF WORK OR MATERIAL
CALLED FOR, SHALL SUBMIT A WRITTEN STATEMENT WITH HIS PROPOSAL NOTING SUCH DISCREPANCIES, AND
SHALL SO FURNISH AND INSTALL SUCH BETTER QUALITY OR GREATER QUANTITY UNLESS OTHERWISE ORDERED
IN WRITING.
NOTE
P.O.B. 2616 HICKORY NORTH CAROLINA
TELE: 828-328-6331 FAX: [phone]
WWW.TAYLORVIOLA.COM
T&V Project # 2019.028
1603
03/19/2020
Author
Checker
3.10MONROE POLICE STATIONFOUNDATION PLANMONROE, NCSCALE:1/8" = 1'-0"1 FOUNDATION PLAN - MAIN BUILDING
PLAN NOTES:
1. TOP OF MAIN BUILDING SLAB ELEVATION TO BE (589.0')
MAIN BUILDING SLAB TO BE 4" CONCRETE SLAB ON GRADE w/ 6x6 W1.4 x W1.4 W.W.F. ON VAPOR
BARRIER AND 4" STONE BASE
SALLY PORT SLAB TO BE 6" CONCRETE SLAB ON GRADE w/ #5 BARS AT 12" oc E.W. ON VAPOR
BARRIER AND 4" STONE BASE
2. TOP OF FOOTING ELEVATIONS TO BE TF(-2-0") MINIMUM BELOW FINISHED SLAB ON GRADE
ELEVATION UNLESS OTHERWISE NOTED ON PLAN "TF-X'-X" BELOW FINISHED MAIN BUILDING
SLAB ON GRADE (589.0')
3. COORDINATE ALL DIMESIONS WITH ARCHITECTURAL DRAWINGS
4. "CJ" INDICTES CONSTRUCTION / CONTROL JOINTS. SEE SHEET 3.00 FOR TYPICAL SLAB DETAILS
5. "WFX.XX" INDICATES CONTINUOUS WALL FOOTING - SEE WALL FOOTING SCHEDULE ON SHEET 3.00
FOR INFORMATION.
6. "FX" INDICATES CONCRETE FOOTING. SEE FOOTING SCHEDULE ON SHEET 3.00
7. "CX" INDICATES COLUMN TYPE. SEE COLUMN SCHEDULE FOR REQUIREMENTS ON SHEET 3.00
8. COORDINATE FLOOR AND FOUNDATION WALL OPENINGS WITH ARCHITECTURAL AND MECHANICAL
DRAWINGS.
9. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS OF ALL INTERIOR NON-LOAD BEARING WALLS.
10. "FS" INDICATES CONCRETE FOOTING STEP - SEE SHEET 3.00 FOR TYPICAL DETAIL
11. "P24x24" INDICATES A CONCRETE PIER. SEE 3/3.00 FOR PIER DETAIL. TP[-X'-X"] INDICATES TOP OF
PIER ELEVATION BELOW FINISHED FLOOR
SCALE:1 1/2" = 1'-0"2 Column Detail
No. Description Date
3-19-20
RWF7.0TF[ -8'-0" ]RWF7.0RWF7.0RWF5.0TF[ -6'-0" ]TF[ -10'-0" ]TF[ -12'-0" ]WF3.0TF[ -2'-0" ]WF3.0TF[ -2'-0" ]WF3.0TF[ -2'-0" ]GB3.0
WF3.0 WF3.0
WF3.0WF3.5A
WF3.5A WF3.0
TF[ -2'-0" ]
TF[ -2'-0" ]
TF[ -2'-0" ]
TF[ -2'-0" ]TF[ -2'-0" ]
TF[ -2'-0" ]
RETAINING WALL
DESIGN BY OTHER
1'-3 5/8"36'-0 3/8"
1'-3 5/8"
28'-0 3/4"1'-3 5/8"
68'-0"1'-3 5/8"60'-0 3/4"1'-3 5/8"28'-8 3/8"1'-3 5/8"62'-8"30'-0"1'-3 5/8"33'-0 3/4"1'-3 5/8"25'-8 3/8"7 5/8"29'-4 3/8"1'-3 5/8"35'-8"57'-0"1'-3 5/8"20'-4 3/8"
1'-3 5/8"
15'-0 3/8"
1'-3 5/8"
27'-4 3/4"1'-3 5/8"
21'-8"17'-7 5/8"28'-8 3/8"
68'-0"
FS
FS
FS
FS
582.5'
582.5'
582.5'
583.5'
2
3.82
1
3.83
4
3.83
1
3.83
1
3.81
2
3.81
FS
FSFSWF3.0
TF[ -2'-0" ]TF[ -4'-0" ]WF3.0TF[ -4'-0" ]WF3.0TF[ -2'-8" ]P1
1
3.82
WF3.5ATF[ -2'-0" ]2
3.83
3
3.83
3
3.81
3
3.81
4
3.82
3
3.82
5
3.83
5
3.82
WASH BAY SLAB
TRASH ENCLOSURE
SLAB
GENERATOR ENCLOSURE
SLAB EQUIPMENT ENCLOSURESLAB4
3.81
4
3.81WF3.0TF[ -2'-0" ]WF3.0WASTE
LINE
FS
FS
FS
FS TF[ -2'-8" ]WF3.0TF[ -2'-0" ]1
3.83 GB3.02'-0"TF[ -2'-0" ]WF3.0TF[ -2'-0" ]1'-3 5/8"15'-0 3/8"7 5/8"30'-8" (CONCRETE FOUNDATION WALL)TRENCH DRAINS
(SEE 5/S3.73) TYP.1'-3 5/8"60'-0 3/4"1'-3 5/8"28'-8 3/8"1'-3 5/8"62'-8"30'-0"1'-3 5/8"20'-4 3/8"
1'-3 5/8"
15'-0 3/8"
1'-3 5/8"
27'-4 3/4"1'-3 5/8"
21'-8"17'-7 5/8"28'-8 3/8"
68'-0"1'-3 5/8"33'-0 3/4"1'-3 5/8"25'-8 3/8"7 5/8"29'-4 3/8"1'-3 5/8"35'-8"57'-0"1'-3 5/8"36'-0 3/8"1'-3 5/8"28'-0 3/4"1'-3 5/8"
68'-0"
L16.125-815
L16.125-815
UPUPHBHBUPUPHBHBUPUPHBUPUPHB2
3.82
1
3.83
4
3.83
1
3.81
2
3.81
12K1
12K1
12K1
12K1
12K1
20K4
20K4
20K4
20K4
20K4
20K4
20K4
20K4
20K4
20K4
20K4
20K4
1
3.82
2
3.83
3
3.83
4
3.82
3
3.82
1
3.83
1
3.83
3
3.81
3
3.81JB(+9'-4 1/2")JB(+9'-4 1/2")6 1/4" SEATJB(+19'-4 1/2")JB(+18'-8 1/2")4 1/4" SEATL16.125-815L16.125-815
L16.125-1626
L16.125-1626
3 1/4" SEAT(11) JOIST SPACES AT 5'-0" = 55'-0"2'-6 3/8"2'-6 3/8"3'-2 3/16"(4) JOIST SPACES AT 5'-0" = 20'-0"3'-2 3/16"1'-3 5/8"15'-0 3/8"7 5/8"
L16.125-815
EF-5
200 LBS.
INTAKE HOOD
200 LBS.
SEE ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF ALL OPENINGS
GROUT FILL ALL CMU CELLS SOLID WHERE REINFORCING OCCURS
REINFORCING NOTES:
1. INSTALL (2) #5 CONTINUOUS HORIZONTAL BARS IN BOND BEAMS AT JOIST BEARING AND AT
TOP OF PARAPETS.
2. INSTALL (3) #5 VERTICAL BARS AT CORNERS AND (1) #5 VERTICAL BAR WITHIN 8" EACH SIDE
OF MOVEMENT JOINTS, WITHIN 8" OF THE WALL ENDS, AND AT A MAXIMUM SPACING OF 24"
O.C. ALONG THE WALL LENGTH.
3. INSTALL (2) #5 HORIZONTAL BARS IN BONDS AT THE TOP AND BOTTOM OF WALL OPENINGS,
EXTEND BEYOND THE OPENING 48 BAR DIAMETERS OR 24" MINIMUM.
4. INSTALL (1) #5 VERTICAL BAR AT THE FIRST OPEN CELL ADJACENT TO THE OPENING,
DOWEL AT TOP AND BOTTOM INTO ADJACENT LEVEL BOND BEAMS AND/OR FOUNDATIONS.
5. WHERE STEEL LINTELS ARE USED PROVIDE (1) #5 VERTICAL BAR AT THE FIRST OPEN CELL
ADJACENT TO THE OPENING FROM FOOTING UP TO THE LINTEL BEARING (PROVIDE 2 BARS
IF THE LINTEL BEARS 12" OR MORE). PROVIDE (1) #5 VERTICAL IN THE FIRST OPEN CMU
CELL BEYOND THE END OF THE LINTEL FROM THE FOOTING TO THE ROOF LEVEL BOND
BEAM.
TOP OF MASONRY
+21'-9 1/4"
2'-6"
OPENING
OPENING
OPENING
WASH BAY
FINISHED FLOOR
+/-0'-0" (582.5)
GENERATOR ENCLOSURE
FINISHED FLOOR
+1'-0" (583.5)
TOP OF MASONRY
+12'-0"
JOIST BEARING
+18'-8"
TOP OF MASONRY
+21'-9 1/4"
JOIST BEARING
+19'-4"
PROVIDE (1) #5 BAR AT
FIRST CMU CELL BEYOND
THE END OF THE LINTEL
FROM FOOTING TO THE
TOP OF THE WALL (TYP)
PROVIDE (1) #5 BAR AT
FIRST CMU CELL ADJACENT
TO OPENING FROM FOOTING
TO STEEL LINTEL BEARING
(TYPICAL)
PROVIDE BONDBEAM FILLED
SOLID WITH GROUT AND (2)
#5 BARS CONT. OVER STEEL
LINTELS (TYPICAL)
(3) - #5 AT CORNERS
(1) #5 AT WALL ENDS
8" BONDBEAM FILLED SOLID
WITH GROUT AND (2) - #5 BARS
CONT.
1'-0"
ALL VERTICAL REINFORCING TO
EXTEND INTO AND FIELD BEND
OVER INTO BONDBEAM
VERTICAL REINFORCING (1) #5 AT 24" oc
(MAX) (GROUT FILL ALL CELLS SOLID
WHERE REINFORCING OCCURS)
PROVIDE (1) VERTICAL EACH SIDE OF
ALL MASONRY CONTROL JOINTS
#5 DOWELS AT 24" 0.C.
AND AT ALL VERTICAL BARS
REQ'D AT OPENINGS AND
MASONRY CONTROL JOINTS
3/16" HORIZONTAL JOINT
REINFORCING AT 16" oc
(GALV. AFTER FABRICATION)
(3) - #5 AT CORNERS
(1) #5 AT WALL ENDS
STEEL LINTEL
STEEL LINTEL
STEEL LINTEL
2'-6"
2'-6"
4
3.11
4
3.11
4
3.11
#5 DOWELS AT 8" 0.C. AT
GENERATOR ENCLOSURE
SCREEN WALLS (EXTEND
4'-0" ABOVE FOOTING)
36"
36"
#5 CORNER
BAR
BONDBEAM w/
(2) - #5 CONT.
(3) -#5 BARS
AT CORNERS
Project No.
Date:1.800.671.0621www.scn-architects.comSheet No.719 East Second AvenueGastonia, NC 28054Phone: [phone]Fax: [phone]Drawn by:
Checked by:
Revisions:
ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRADES. IT IS THE RESPONSIBILITY OF ALL CONTRACTORS AND
TRADES TO COORDINATE THE INSTALLATION OF THEIR WORK WITH THE INSTALLATION OF WORK BY ALL OTHER
CONTRACTORS AND TRADES. THE REQUIREMENTS OF THE DRAWINGS, GENERAL REQUIREMENTS AND ALL ITEMS
OF THE CONTRACT DOCUMENTS ARE EQUALLY BINDING ON ALL CONTRACTORS AND TRADES. EACH
CONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE CONTRACT DOCUMENTS FOR HIS EMPLOYEES USE
ON THE PROJECT TO ASSURE THAT ALL WORK IS PROPERLY COORDINATED AND INSTALLED WITH THE WORK OF
OTHER CONTRACTORS AND TRADES.
WHENEVER THERE ARE DISCREPANCIES BETWEEN DRAWINGS, OR BETWEEN THE DRAWINGS AND
SPECIFICATIONS, OR CONFLICTS WITHIN THE SPECIFICATIONS AND/OR DRAWINGS, AND SUCH DISCREPANCY IS
NOT CALLED TO THE ARCHITECT'S ATTENTION IN TIME TO PERMIT CLARIFICATION BY ADDENDUM, THE
CONTRACTOR SHALL BASE HIS BID UPON PROVIDING THE BETTER QUALITY OR GREATER OF WORK OR MATERIAL
CALLED FOR, SHALL SUBMIT A WRITTEN STATEMENT WITH HIS PROPOSAL NOTING SUCH DISCREPANCIES, AND
SHALL SO FURNISH AND INSTALL SUCH BETTER QUALITY OR GREATER QUANTITY UNLESS OTHERWISE ORDERED
IN WRITING.
NOTE
P.O.B. 2616 HICKORY NORTH CAROLINA
TELE: 828-328-6331 FAX: [phone]
WWW.TAYLORVIOLA.COM
T&V Project # 2019.028
1603
03/19/2020
C. GARNER
J. REEP
3.11MONROE POLICE STATIONSTRUCTURAL PLANS - WASH BAYMONROE, NC1/8" = 1'-0"1 FOUNDATION PLAN - WASH BAYS
FOUNDATION PLAN NOTES:
1. TOP OF WASH BAY SLAB ELEVATION TO BE (582.5')
TOP OF TRASH ENCLOSURE SLAB ELEVATION TO BE (582.5')
TOP OF EQUIPMENT ENCLOSURE SLAB ELEVATION TO BE (582.5')
TOP OF GENERATOR ENCLOSURE SLAB ELEVATION TO BE (583.5')
2. WASH BAY, EQUIPMENT ENCLOSURE, AND TRASH ENCLOSURE
SLAB(S) ON GRADE TO BE 6" CONCRETE w/ #5 BARS AT 12" oc AND 4" STONE BASE. VAPOR BARRIER SHALL BE PLACED AS REQUIRED BY
ARCHITECT AND/OR GEOTECHNICAL ENGINEER WHERE MOISTURE SENSITIVE COVERINGS ARE PLACED ON TOP OF THE SLAB.
3. GENERATOR ENCLOSURE SLAB
8" MINIMUM SLAB - SEE ELECTRICAL AND ARCHITECTURAL DRAWINGS FOR REQUIREMENTS
4. TOP OF FOOTING ELEVATIONS TO BE TF(-2-0") MINIMUM BELOW FINISHED SLAB ON GRADE ELEVATION UNLESS OTHERWISE NOTED ON
PLAN "TF-X'-X" BELOW FINISHED WASH BAY SLAB ON GRADE (582.5')
5. COORDINATE ALL DIMESIONS WITH ARCHITECTURAL DRAWINGS
6. "CJ" INDICTES CONSTRUCTION / CONTROL JOINTS. SEE SHEET 3.00 FOR TYPICAL SLAB DETAILS
7. "WFX.XX" INDICATES CONTINUOUS WALL FOOTING - SEE WALL FOOTING SCHEDULE THIS SHEET FOR INFORMATION
8. COORDINATE FLOOR AND FOUNDATION WALL OPENINGS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS.
9. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS OF ALL INTERIOR NON-LOAD BEARING WALLS.
10. "FS" INDICATES CONCRETE FOOTING STEP - SEE SHEET 3.00 FOR TYPICAL DETAIL
11. P1 INDICATES A 1'-0" x 3'-0" CONCRETE PIER. SEE 6/3.83 FOR DETAILS. PIER IS TO SUPPORT THE TRASH ENCLOSURE SCREEN WALL
GRADE BEAM. DOWEL FOOTING BARS INTO THE TOP OF THE PIER.
1/8" = 1'-0"2 ROOF FRAMING PLAN - WASH BAYS
ROOF FRAMING PLAN NOTES:
1. "LXX.XXX-XXX" - INDICATES STEEL LINTEL - SEE SHEET 3.01 FOR LINTEL
INFORMATION
2. JOIST BEARING ELEVATIONS NOTED THUS JB(+X'-X") ABOVE FINISHED SLAB ON
GRADE (REFERENCE ELEVATION 582.5')
3. UP - INDICATES UPLIFT BRIDGING PER SJI SPECS
HB - INDICATES HORIZONTAL BRIDGING PER SJI SPECS
WALL FOOTING SCHEDULE - WASH BAYS
MARK SIZE CONT. BARS TRANSVERSE BARS
GB3.0 3'-0" x 1'-4" (4) #5 BARS CONT. TOP AND BOTTOM #3 TIES AT 12" oc
RWF5.0 5'-0" x 1'-4" (6) - #5 TOP, (2) - #5 BOTTOM #6 AT 18" oc
RWF7.0 7'-0" x 1'-4" (7) - #5 TOP, (2) - #5 BOTTOM #6 AT 12" oc
WF3.0 3'-0" x 1'-0"
WF3.5A 3'-6" x 1'-3" (4) #5 BARS CONT. BOTTOM #4 AT 16" oc
SCALE:1/4" = 1'-0"3 INTERIOR AND EXTERIOR CMU WALL REINFORCING ELEVATION - WASH BAY
No. Description Date
4 CMU MASONRY WALL CORNER DETAIL
3-19-20
104
ELEV
7 SF
108
ELEV CONT CLOSET
161 SF
105
STAIR
2/B
62 SF
106
WOMEN
1/B
62 SF
107
MEN
1/B
143 SF
109
STORAGE
1/S
335 SFNSF
110
TRAINING
48/AC
130 SF
121
OFFICE SUPPLY
1/S
107 SF
112
KITCHEN
2/B
72 SF
117
MEN
1/B72 SF
116
WOMEN
1/B
286 SF
120
WORK AREA
3/B
335 SF
119
STORAGE
2/S
301 SF
118
STORAGE
2/S121 SF
128
EVIDENCE DELIVERY
2/B
90 SF
129
EVIDENCE PROCESS
1/B
947 SF
125
EVIDENCE ROOM
4/S
125 SF
130
EVIDENCE CUSTODIAN
2/B
90 SF
131
STORAGE
1/S
76 SF
133
BIO.
1/B
225 SF
135
CRIME LAB
3/B
143 SF
124
NARC. EVID ROOM
1/S
110 SF
103
REPORT
2/B
116 SF
160
SARGENT
2/B 177 SF
159
BREAK
12/A
140 SF
163
SERVER
1/S
111 SF
162
WORK
2/B
169 SF
167A
IT OFFICE
2/B
70 SF
165
OBSERV
1/B
83 SF
164
INTERVIEW
1/B
70 SF
149
TLT / SHWR
1/B
57 SF
171
TLT
1/B
128 SF
147
SARGENT
2/B
127 SF
146
LT
2/B
128 SF
145
LT
2/B
126 SF
144
PATROL CAPT C/D
2/B
123 SF
143
PATROL CAPT A/B
2/B
119 SF
177
WORK/MAIL
2/B
120 SF
172
SARGENT
2/B
119 SF
173
SARGENT
2/B
133 SF
139
MECHANICAL
1/S
38 SF
169
JANITOR
1/B
158 SF
101
VEST
2/B376 SFNSF
102
LOBBY
25/AU
694 SF
161
COMMUNICATIONS
7/B
147 SF
123
QUARTERMASTER
2/B
1181 SF
151
SALLYPORT
6/PG
365 SF
153
SRT STOR & GAS ROOM
2/S
253 SF
154
STORAGE
1/S
46 SF
152
AIR / VAC
1/S
121 SF
155
ELECTRICAL
1/B
159 SF
150
PROCESSING
2/B
123 SF
178
BREAKROOM
9/A
123 SF
148
SARGENT
2/B
416 SF
174
OFFICER WORK AREA
5/B
30 SF
180
BATT CHARG
1/B
64 SF
170
WIRING
1/S
FUME HOODDRYING CABINETS64 SF
157
LOCKER
1/B
136 SF
134
ARMORY
1/S
100 SF
141
TLT / SHWR
1/B
OPERABLE PARTITIONBENCH96 SF
140
TLT / SHWR
1/B
19 SF
166
CLOSET
SPRINKLER
RISER
35 SF
113
STORAGE
1/S
22 SF
114
JANITOR
1/S
167 SF
142
STAIR
2/B
816 SF
137
HALL
9/B
354 SF
179
HALL
4/B
EVIDENCE LOCKERS29 SF
136
VEST
1/B
144 SF
132
CSI TECH
2/B
174 SF
122
OFFICE
2/B
DISPLAY CASE
DISPLAY CASE
155 SF
175
ROLL CALL
24/A
167 SF
176
STORAGE
1/S
335 SFNSF
111
TRAINING
48/AC
412 SF
115
HALL
5/B
263 SF
138
HALL
3/B
139 SF
168
HALL
2/B
61 SF
156
TLT
1/B
SPRINKLER SYSTEM WATER
CURTAIN PROTECTS BOTH
SIDES OF GLAZING
ASSEMBLIES INSTALLED
WITHIN 1-HOUR FIRE BARRIER
(404.6)
243
243 X 0.2" = 48.6" CALCULATED
71" PROVIDED
355 ACCOMODATED
EXIT TRAVEL
DISTANCE = 129'
129' < 300' = o.k!
KNOX BOX: GC, FIRE MARSHAL
& OWNER TO COORDINATE
EXACT LOCATION FOR
INSTALLATION
7
EXIT TRAVEL DISTANCE = 47'
7 X 0.2" = 2" CALCULATED
34" MIN REQUIRED
35" PROVIDED
175 ACCOMODATED
P
P
P
P
P
3
P
3
P
140
19
72
26 PP
P
P
26 X 0.2" = 5.2" CALCULATED
34" MIN REQUIRED
41" PROVIDED
205 ACCOMODATED
3 X 0.2" = 1" CALCULATED
34" MIN REQUIRED
35" PROVIDED
175 ACCOMODATED
3 X 0.2" = 1" CALCULATED
34" MIN REQUIRED
35" PROVIDED
175 ACCOMODATED
40 X 0.2" = 28" CALCULATED
34" MIN REQUIRED
35" PROVIDED
175 ACCOMODATED
19 X 0.2" = 3.8" CALCULATED
34" MIN REQUIRED
35" PROVIDED
175 ACCOMODATED
72 X .2" = 14.4" CALCULATED
34" MIN REQUIRED
35" PROVIDED
175 ACCOMODATED
P
190'-0"
DIAGONAL DISTANCE = 190' -0"
1/3 DIST. OF DIAGONAL = 63' -4"
EXITS SPACED > 63' -4" THEREFORE O.K!
P
FEC
FEC
FEC
FEC
FE
FE
FE FE
FE
FE
PP
P
P
137 SF
167B
IT WORK
2B
FE
COMMON PATH OF TRAVEL
TO EXIT ACCESS = 69'
69' < 75' = O.K!
FE
FE
412 SF
115
HALL
5/B 23' -0"DEAD END = 23' -0"
23' < 50' = o.k!
FEC
FEC
FE
FEC
FEC
FEC
MAXIMUM ALLOWABLE AREA FOR EXTERIOR WALL OPENINGS
MAXIMUM ALLOWABLE EXTERIOR WALL OPENING AREA FOR ALL
EXTERIOR WALLS IS UNLIMITED PER TABLE 705.8; BUILDING IS
UNPROTECTED, SPRINKLERED AND ALL EXTERIOR WALLS HAVE 30
FEET OR GREATER FIRE SEPARATION DISTANCE.
OCCUPANCY LOAD
OCCUPANCY USE
FIRE AREA #1
GROUND FLOOR AREA = 13,090 SF
2ND FLOOR AREA = 13,090 SF
TOTAL AREA = 26,180 SF
FIRE AREA #2
GROUND FLOOR AREA = 1,168 SF
2ND FLOOR AREA = 1,168 SF
TOTAL AREA = 2,336 SF
FIRE AREA #3
GROUND FLOOR AREA = 1,855 SF
FIRE AREA #4
GROUND FLOOR AREA = 162 SF
2ND FLOOR AREA = 183 SF
TOTAL AREA = 345 SF
FIRE AREA #5
GROUND FLOOR AREA = 158 SF
2ND FLOOR AREA = 158 SF
TOTAL AREA = 316 SF
FIRE AREA #6
GROUND FLOOR AREA = 83 SF
2ND FLOOR AREA = 83 SF
TOTAL AREA = 166 SF
241
10849
55
31
32
31
21 SF
139A
BDA
1/S
2-HOUR FIRE RESISTIVE RATED CLOSET,
DOOR & SHAFT TO UNDERSIDE OF ROOF
DECK FOR BI-DIRECTION AMPLIFIER IF
AMPLIFIER REQUIRED BY AHJ
PASS DOOR PANEL
1686 SF
182
WASHBAY
9/PG
359 SF
183
EQUIPMENT
2/S
FUTURE
GENERATOR
GENERATOR TRASHTRASH6
6 X 0.2" = 1.2" CALCULATED
34" MIN REQUIRED
35" PROVIDED
EXIT TRAVEL DISTANCE = 78'-6"
6
P
6 X 0.2" = 1.2" CALCULATED
34" MIN REQUIRED
35" PROVIDED
FE
FE
FE
FIRE AREA #7
GROUND FLOOR AREA = 2,053 SF
RATED & NON-RATED WALL TYPE SCHEDULE
1.FIRESTOP AROUND ALL PIPE, CONDUIT, DUCTWORK AND ANY OTHER PENETRATIONS WHERE THEY
OCCUR THROUGH RATED AND NON-RATED WALLS.
2.ALL FIRE RATED PARTITIONS MUST BE STENCILED WITH RED SPRAY PAINT IN THE CONCEALED
SPACE ABOVE THE CEILING WITH THE WORDS "FIRE AND SMOKE BARRIER." STENCILED LETTERS
SHALL BE 12" TALL AND SHALL BE APPLIED AT 20'-0" O.C. STAGGER THE STENCILING ON OPPOSITE
COORIDOR WALLS.
3.PROVIDE 2X8 MIN. FRT WOOD BLOCKING SECURELY ANCHORED IN ALL WALLS BEHIND ALL TOILET
ACCESSORIES, BASE CABINETS, WALL CABINETS, VISUAL DISPLAY BOARDS AND ALL OTHER
SURFACE MOUNTED ITEMS.
4.PROVIDE FRT WOOD BLOCKING SECURELY ANCHORED TO WALL FRAMING TO PROVIDE ANCHORING
SURFACE FOR ITEMS RECESSED IN WALLS.
FIRESAFING AND FIRE/SMOKE STOPPING NOTES
1)THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING & PROPERLY INSTALLING
ALL FIRE SAFING AND FIRE/SMOKE STOPPING AT ALL PENETRATIONS OR OPENINGS BETWEEN FLOORS,
AT INTERSECTIONS OF RATED WALLS & STRUCTURAL ELEMENTS, AT ALL PENETRATIONS OR
OPENINGS THROUGH RATED & NON-RATED WALLS AND AT ALL OTHER AREAS WHERE FIRE AND
SMOKE MAY PENETRATE. COMPLY WITH UL NO. 1479 & ASTM E814 FOR THE RATINGS REQUIRED BY
THE DRAWINGS & BY THE BUILDING CODE FOR FLOOR PENETRATIONS, WALL PENETRATIONS AND
PERIMETER WALL TO FLOOR PROTECTION.
WALL SYMBOL WALL
RATING COMMENTS
SEE WALL TYPE & HEIGHT LEGENDS 1 - HOUR
FIRE-BARRIER
NON-RATED SEE WALL TYPE & HEIGHT LEGENDS
2 - HOUR
FIRE-BARRIER SEE WALL TYPE & HEIGHT LEGENDS
1 HR RATED FIRE BARRIER
EXIT DISCHARGE
FIRE EXTINGUISHER
CABINET
PANIC HARDWARE
FEC
EXIT SIGN WITH DIRECTIONAL
ARROWS
(SEE ELECT. DRAWINGS)
SMOKE DETECTOR
(SEE ELECT. DRAWINGS)
S
OCCUPANCY LOAD
12/AC
OCCUPANCY
FUNCTION OF SPACE
ABBREVIATION
P
EXIT SIGN
(SEE ELECT. DRAWINGS)
EXIT TRAVEL DISTANCE
FIRE EXIT HARDWAREFE
216 OCCUPANT LOAD
OF EXIT DOOR
FIRE EXTINGUISHERFE
ACCESSORY STORAGE (300 GROSS)
ASSEMBLY WITHOUT FIXED SEATS - CONCENTRATED (7 NET)
S
AC
ASSEMBLY WITHOUT FIXED SEATS - UNCONCENTRATED (15 NET)AU
BUSINESS (100 GROSS)B
EXERCISE ROOMS - WITH EQUIPMENT (50 GROSS)E
PARKING GARAGES (200 GROSS)PG
FINISH FLOOR ELEV. 0'-0"
HANDLE
WALL MOUNTED
FIRE EXTINGUISHER
FIRE EXTINGUISHER HANDLE
48" MAXFULLY RECESSEDFULLY RECESSEDSEMI RECESSED6" STUD 12" CMU W/
FURRING
3 5/8" STUD
VERTICAL
CABINET
DOOR
FIRE EXTINGUISHER CABINET
WRAP OPENING W/ 5/8"
GWB PER WALL TYPES
SEE LIFE SAFETY PLAN THIS
SHEET FOR LOCATION OF
CABINETS
NOTE: VERIFY SIZE OF CABINET AND
ROUGH OPENING REQUIREMENTS WITH
MANUFACTURER PRIOR TO FRAMING.
FINISH FLOOR ELEV. 0'-0"
PARTIAL GLASS
VISION DOOR
FIRE EXTINGUISHER
CABINET
48" MAX TO FE HANDLE4" MAX
1888
C T
SREDAR
O NNASC
OTGRTH N.RA
I A IO L C.ARNJRATTEIEGMSETS
WT
AECC
H
I EBPMA LLE
LIC.NO.51313
RRN
T
RT-N
OSAGESTWARREGISTEPER-00C EDA
PEC.A ,INOORACHT ANIL
N .ORP.A.TS,ATIONCRA
UCTCHITERALCOR
EEWLL-C
HI
TProject No.
Timestamp:1.800.671.0621www.scn-architects.comSheet No.719 East Second AvenueGastonia, NC 28054Phone: [phone]Fax: [phone]Drawn by:
Checked by:
Revisions:
ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRADES. IT IS THE RESPONSIBILITY OF ALL CONTRACTORS AND
TRADES TO COORDINATE THE INSTALLATION OF THEIR WORK WITH THE INSTALLATION OF INTERFACING WORK
BY ALL OTHER CONTRACTORS AND TRADES. THE REQUIREMENTS OF THE DRAWINGS, GENERAL REQUIREMENTS
AND ALL ITEMS OF THE CONTRACT DOCUMENTS ARE EQUALLY BINDING ON ALL CONTRACTORS AND TRADES.
EACH CONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE CONTRACT DOCUMENTS FOR HIS EMPLOYEES
USE ON THE PROJECT TO ASSURE THAT ALL WORK IS PROPERLY COORDINATED AND INSTALLED WITH THE
WORK OF OTHER CONTRACTORS AND TRADES.
WHENEVER THERE ARE DISCREPANCIES BETWEEN DRAWINGS, OR BETWEEN THE DRAWINGS AND
SPECIFICATIONS, OR CONFLICTS WITHIN THE SPECIFICATIONS AND/OR DRAWINGS, AND SUCH DISCREPANCY IS
NOT CALLED TO THE ARCHITECT'S ATTENTION IN TIME TO PERMIT CLARIFICATION BY ADDENDUM, THE
CONTRACTOR SHALL BASE HIS BID UPON PROVIDING THE BETTER QUALITY OR GREATER OF WORK OR MATERIAL
CALLED FOR, SHALL SUBMIT A WRITTEN STATEMENT WITH HIS PROPOSAL NOTING SUCH DISCREPANCIES, AND
SHALL SO FURNISH AND INSTALL SUCH BETTER QUALITY OR GREATER QUANTITY UNLESS OTHERWISE ORDERED
IN WRITING.
NOTE
GENERAL NOTES
DETAILS AND NOTES
LEGEND
SPACE FUNCTION ABBREVIATIONS
3/20/2020 1:29:50 PM
1603
SMC
SMC
1.10MONROE POLICE STATIONLIFE SAFETY PLAN - 1ST FLOORMONROE, NC3/19/20
Scale:1/8" = 1'-0"1 LIFE SAFETY PLAN - 1ST FLOOR
Scale:1/8" = 1'-0"2 LIFE SAFETY PLAN - WASH BAY
0'4'8'16'32'
0'4'8'16'32'
Scale:1/2" = 1'-0"
FIRE EXTINGUISHER MOUNTING HEIGHT
Scale:1/2" = 1'-0"
FEC MOUNTING HEIGHT
No. Description Date
1st FLOOR
0'-0"
2nd FLOOR
14'-0"
222 3/4" STRUCTURAL
INSULATED SHEATHING
L4x4x 1/4 CONT. (FIELD
WELD TO EACH VERTICAL
SUPPORT CHANNEL)
1.5B 20 GAGE PAINTED
ROOF DECK
HORIZONTAL BRIDGING
PER SJI SPECIFICATIONS
ROOF SUPPORT BEAM (SEE
ROOF FRAMING PLAN FOR
SIZE)
SUPPORT TUBE (SEE PLAN
FOR SIZE)
VERTICAL SLIDE CLIP
CONNECTION
600S162-43 (6" DEEP x 18
GAGE WITH 1 5/8" FLANGE)
LIGHT GAGE METAL STUDS
AT 16" O.C.STUCCO SYSTEM (SEE
ARCHITECTURAL)SUPPORT TUBE (SEE PLAN
FOR SIZE)
+ 32'-0"
TOP OF PARAPET ELEV.
+ 26'-8"
BOTTOM OF LINTEL ELEV.
C8x11.5 CHANNELS AT 4'-0"
O.C. WELDED TO TUBES TOP
AND BOTTOM
2 3/4" STRUCTURAL
INSULATED SHEATHING
VENEER ANCHORS AT 16"
O.C. HORIZONTALLY AND
VERTICALLY
POLISHED FACE CMU (SEE
ARCHITECTURAL)
CONT. L7x4x3/8 - PROVIDE
3/8" CONNECTION PLATES
TO TUBE AT 24" O.C.
SUPPORT TUBE
(SEE PLAN FOR
SIZE)
2 3/4" STRUCTURAL
INSULATED SHEATHING
800S162-43 (8" DEEP x 18 GAGE
WITH 1 5/8" FLANGE) LIGHT
GAGE METAL CEILING JOISTS
AT 16" O.C.
LIGHT GAGE
CONNECTION
CLIP AT EACH
CEILING JOIST
WINDOW AND FRAME (SEE
ARCHITECTURAL)
600S162-43 (6" DEEP x 18
GAGE WITH 1 5/8" FLANGE)
LIGHT GAGE METAL STUDS
AT 16" O.C.
SUPPORT TUBE (SEE PLAN
FOR SIZE)
SUPPORT TUBE (SEE PLAN
FOR SIZE)
CONT. L6x4x5/16 WELDED
TO SUPPORT BEAM
1.5B 22 GAGE PAINTED
ROOF DECK
358S162-3 (3 5/8" DEEP x 20
GAGE WITH 1 5/8" FLANGE)
LIGHT GAGE METAL STUDS
AT 16" O.C.
ROOF SUPPORT BEAM
(SEE PLAN FOR SIZE)
8" 4"2 3/4"2 3/4"+ 23'-4"
BOTTOM OF SUPPORT TUBE
+ 11'-10"
TOP OF SUPPORT TUBE
+ 9'-4"
BOTTOM OF SUPPORT TUBE
+ 10'-9 3/8"
TOP OF SUPPORT BEAMS
4"8"
1'-6 3/4"5'-1 3/8"9"
3 5/8" 5 3/8"
ENTRANCE DOOR AND
FRAME (SEE ARCHITECTURAL)
2'-4"
6 1/4" 1'-3 5/8"1'-0" 3'-4"8"8" CMU (FILL ALL CELLS
SOLID WITH GROUT
BELOW FINISHED FLOOR)
3/16" HORIZONTAL JOINT
REINFORCING AT 16" O.C.
(GALV. AFTER FABRICATION)
#5 DOWELS AT 24" O.C.
(3) #5 BARS CONT.
#4 TRANSVERSE BARS
AT 18" O.C.
4" CONCRETE SLAB ON GRADE
WITH 6x6-W1.4xW1.4 WWM ON
PLASTIC VAPOR BARRIER AND
4" STONE BASE
SIDEWALK (SEE
ARCHITECTURAL AND
CIVIL)
7'-8"
8"8"
800S162-43 (8" DEEP x 18
GAGE WITH 1 5/8" FLANGE)
LIGHT GAGE METAL STUDS
AT 16" O.C.
6 1/4"
2nd FLOOR
14'-0"
2nd FLOOR
14'-0"
H
5 1/2" LIGHTWEIGHT CONCRETE
SLAB WITH 6x6-W1.4xW1.4 WWM
ON 2" VLI 20 GAGE GALV.
COMPOSITE DECK
COMPOSITE FLOOR BEAMS
(SEE PLAN FOR SIZE AND SPACING)
1/4 x 4 1/2 x 5 1/2 CONT.
BENT PLATE (LLV)
WELD TO SUPPORT BEAM
HANDRAIL SUPPORT TUBE
HSS12x4x1/4"
HANDRAIL - SEE
ARCH. DWGS
6 1/2"
2nd FLOOR
14'-0"
2nd FLOOR
14'-0"
19
6 1/2"
HANDRAIL - SEE
ARCH. DWGS
HANDRAIL SUPPORT TUBE
HSS12x4x1/4"
5 1/2" LIGHTWEIGHT CONCRETE
SLAB WITH 6x6-W1.4xW1.4 WWM
ON 2" VLI 20 GAGE GALV.
COMPOSITE DECK
1/4 x 4 1/2 x 5 1/2 CONT.
BENT PLATE (LLV)
WELD TO SUPPORT BEAM
COMPOSITE FLOOR BEAMS
(SEE PLAN FOR SIZE AND SPACING)
2nd FLOOR
14'-0"
18 19
5 1/2"2"5 1/2"5 1/2" LIGHTWEIGHT CONCRETE
SLAB WITH 6x6-W1.4xW1.4 WWM
ON 2" VLI 20 GAGE GALV.
COMPOSITE DECK
COMPOSITE FLOOR BEAMS
(SEE PLAN FOR SIZE AND
SPACING)
L4x3x5/16 (LLH) CONT.
AT RECESSED SLAB
AREA SHOP WELD TO
BEAM WEB
L4x3x5/16 (LLH)CONT.
AT RECESSED SLAB
AREA SHOP WELD
TO BEAM WEB
TILE AND GROUT (SEE
ARCHITECTURAL FOR
REQUIREMENTS)
PROVIDE GALV. DECK
CLOSURES (BY DECK
MANUFACTURRER)
RECESSED SLAB AREA (SEE PLANS FOR DIMENSIONS)
2nd FLOOR
14'-0"
C
RECESSED SLAB AREA (SEE PLANS FOR DIMENSIONS)5 1/2"5 1/2"
5 1/2" LIGHTWEIGHT CONCRETE
SLAB WITH 6x6-W1.4xW1.4 WWM
ON 2" VLI 20 GAGE GALV.
COMPOSITE DECK
COMPOSITE FLOOR BEAMS
(SEE PLAN FOR SIZE AND
SPACING)
TILE AND GROUT (SEE
ARCHITECTURAL FOR
REQUIREMENTS)
PROVIDE GALV. DECK
CLOSURES (BY DECK
MANUFACTURRER)2"5 1/2"5 1/2"PROVIDE CONT. HSS4x2x3/16 (LSH)
ON TOP OF FLOOR BEAMS THAT ARE
7 1/2" BELOW FINISHED FLOOR
WHERE FLOOR SLAB IS NOT
RECESSED2" 5 1/2"
5 1/2" LIGHTWEIGHT CONCRETE
SLAB WITH 6x6-W1.4xW1.4 WWM
ON 2" VLI 20 GAGE GALV.
COMPOSITE DECK
COMPOSITE FLOOR BEAMS
(SEE PLAN FOR SIZE AND
SPACING)
CONCRETE STOP - BENT
PLATE 1/4 x 2 1/2 x 5 1/2 (LLV)
AROUND PERIMETER OF
OPENING - FIELD WELD TO
SUPPORT ANGLES AND/OR
BEAMS
PROVIDE L4x4x3/8 BETWEEN
SUPPORT BEAM EACH SIDE
OF OPENING (FIELD WELD
TO WEB AND FLANGE OF
SUPPORT BEAMS EACH END5 1/2"OPENING (SEE FRAMING PLAN)
5 1/2" LIGHTWEIGHT CONCRETE
SLAB WITH 6x6-W1.4xW1.4 WWM
ON 2" VLI 20 GAGE GALV.
COMPOSITE DECK
COMPOSITE FLOOR BEAMS
(SEE PLAN FOR SIZE AND
SPACING)
CONCRETE STOP - BENT PLATE
1/4 x 2 1/2 x 5 1/2 (LLV) AROUND
PERIMETER OF OPENING - FIELD
WELD TO SUPPORT ANGLES
AND/OR BEAMS - INCREASE
HORIZONTAL LEG IF OPENING
OCCURS WITHIN 6" OF
CENTERLINE OF SUPPORT BEAM
PROVIDE L4x4x3/8 BETWEEN
SUPPORT BEAM EACH SIDE
OF OPENING (FIELD WELD
TO WEB AND FLANGE OF
SUPPORT BEAMS EACH END5 1/2"OPENING (SEE FRAMING PLAN)
5 1/2" LIGHTWEIGHT CONCRETE
SLAB WITH 6x6-W1.4xW1.4 WWM
ON 2" VLI 20 GAGE GALV.
COMPOSITE DECK
COMPOSITE FLOOR BEAMS
(SEE PLAN FOR SIZE AND
SPACING)
CONCRETE STOP - BENT PLATE
1/4 x 2 1/2 x 5 1/2 (LLV) AROUND
PERIMETER OF OPENING - FIELD
WELD TO SUPPORT ANGLES
AND/OR BEAMS - INCREASE
HORIZONTAL LEG IF OPENING
OCCURS WITHIN 6" OF
CENTERLINE OF SUPPORT BEAM
5 1/2"OPENING (SEE FRAMING PLAN)
FLOOR OPENING CONDITION A
FLOOR OPENING CONDITION B
FLOOR OPENING CONDITION C
Project No.
Date:1.800.671.0621www.scn-architects.comSheet No.719 East Second AvenueGastonia, NC 28054Phone: [phone]Fax: [phone]Drawn by:
Checked by:
Revisions:
ALL NOTES APPLY TO ALL DRAWINGS AND ALL TRADES. IT IS THE RESPONSIBILITY OF ALL CONTRACTORS AND
TRADES TO COORDINATE THE INSTALLATION OF THEIR WORK WITH THE INSTALLATION OF WORK BY ALL OTHER
CONTRACTORS AND TRADES. THE REQUIREMENTS OF THE DRAWINGS, GENERAL REQUIREMENTS AND ALL ITEMS
OF THE CONTRACT DOCUMENTS ARE EQUALLY BINDING ON ALL CONTRACTORS AND TRADES. EACH
CONTRACTOR IS REQUIRED TO MAINTAIN FULL SETS OF THE CONTRACT DOCUMENTS FOR HIS EMPLOYEES USE
ON THE PROJECT TO ASSURE THAT ALL WORK IS PROPERLY COORDINATED AND INSTALLED WITH THE WORK OF
OTHER CONTRACTORS AND TRADES.
WHENEVER THERE ARE DISCREPANCIES BETWEEN DRAWINGS, OR BETWEEN THE DRAWINGS AND
SPECIFICATIONS, OR CONFLICTS WITHIN THE SPECIFICATIONS AND/OR DRAWINGS, AND SUCH DISCREPANCY IS
NOT CALLED TO THE ARCHITECT'S ATTENTION IN TIME TO PERMIT CLARIFICATION BY ADDENDUM, THE
CONTRACTOR SHALL BASE HIS BID UPON PROVIDING THE BETTER QUALITY OR GREATER OF WORK OR MATERIAL
CALLED FOR, SHALL SUBMIT A WRITTEN STATEMENT WITH HIS PROPOSAL NOTING SUCH DISCREPANCIES, AND
SHALL SO FURNISH AND INSTALL SUCH BETTER QUALITY OR GREATER QUANTITY UNLESS OTHERWISE ORDERED
IN WRITING.
NOTE
P.O.B. 2616 HICKORY NORTH CAROLINA
TELE: 828-328-6331 FAX: [phone]
WWW.TAYLORVIOLA.COM
T&V Project # 2019.028
1603
03/19/2020
Author
Checker
3.71MONROE POLICE STATIONSECTIONSMONROE, NCSCALE:3/4" = 1'-0"1 Entrance Wall Section
3/4" = 1'-0"2 FLOOR FRAMING SECTION
3/4" = 1'-0"3 FLOOR FRAMING SECTION
SCALE:3/4" = 1'-0"4 2nd FLOOR LEVEL- RECESSED FLOOR AREAS
5 2nd FLOOR LEVEL- RECESSED FLOOR AREAS
SCALE:1" = 1'-0"6 Floor Opening Details
No. Description Date
3-19-20

APPENDIX A
VAPOR BARRIER PRODUCT SPECIFICATION SHEETS

INSTALLATIONINSTRUCTIONS
DRAGO® WRAP
VAPOR INTRUSION BARRIER
Engineered protection to create a healthy built environment.
DRAGO® WRAP VAPOR INTRUSION BARRIERINSTALLATION INSTRUCTIONS
P2 of 5
Continued ... Note - legal notice on the last page.
2. Unroll Drago Wrap over the area where the slab is to be placed.
Drago Wrap should completely cover the concrete placement
area. All joints/seams should be overlapped a minimum of 12
inches and taped using DragoSeal™ Tape. (Fig. 1).
NOTE: The area of adhesion should be free from dust, dirt, moisture,
and frost to allow maximum adhesion of the pressure-sensitive tape. Ensure that all seams are taped with applied pressure to allow
for maximum and continuous adhesion of the pressure-sensitive
DragoSeal Tape. Adhesives should be installed above 40°F. In
temperatures below 40°F, take extra care to remove moisture/frost
from the area of adhesion.
3. ASTM E1643 requires sealing the perimeter of the slab. Extend
vapor retarder over footings and seal to foundation wall or
grade beam at an elevation consistent with the top of the slab
or terminate at impediments such as waterstops or dowels.
Consult the structural and environmental engineer of record
before proceeding.
IMPORTANT: Please read these installation instructions completely, prior to beginning any Drago Wrap installation. The following installation
instructions are generally based on ASTM E1643 – Standard Practice for Selection, Design, Installation, and Inspection of Water Vapor Retarders
Used in Contact with Earth or Granular Fill Under Concrete Slabs. There are specific instructions in this document that go beyond what is stated in
ASTM E1643 to take into account vapor intrusion mitigation. If project specifications call for compliance with ASTM E1643, then be sure to review
the specific installation sections outlined in the standard along with the techniques referenced in these instructions.
DRAGOSEAL™ TAPE
Minimum 12” overlap
VAPOR INTRUSION BARRIER
Fig.1:
UNDER-SLAB INSTRUCTIONS:
FOOTING
DRAGOTACK TAPE
VAPOR INTRUSION BARRIER
Fig.2a Fig. 2b
FOOTING
DRAGOTACK TAPE
VAPOR INTRUSION BARRIER
SEAL TO PERIMETER WALL (Fig. 2a) OR FOOTING (Fig. 2b)
WITH DRAGOTACK® TAPE:
a. Make sure area of adhesion is free of dust,
dirt, debris, moisture, and frost to allow
maximum adhesion.
b. Remove release liner on one side and stick to
desired surface.
c. When ready to apply Drago Wrap, remove the
exposed release liner and press firmly against
DragoTack Tape to secure.
d. If a mechanical seal is needed, fasten a
termination bar over the top of the Drago Wrap
inline with the DragoTack Tape.
NOTE: If sealing to the footing, the footing should receive a
hand float finish to allow for maximum adhesion.
1. Drago Wrap has been engineered to be installed over a tamped aggregate, sand, or earth base. It is not typically necessary
to have a cushion layer or sand base, as Drago Wrap is tough enough to withstand rugged construction environments.
NOTE: Drago Wrap must be installed with the gray facing the subgrade.
Continued ... Note - legal notice on the last page.
DRAGO® WRAP VAPOR INTRUSION BARRIERINSTALLATION INSTRUCTIONS
P3 of 5
5. IMPORTANT: ALL PENETRATIONS MUST BE SEALED. All pipe, ducting, rebar, and block outs should be sealed using
Drago Wrap and either DragoSeal Tape, Drago Tape, Drago® Sealant and Drago® Sealant Form, or Drago® Mastic.
PIPE PENETRATION SEALING: (Fig. 4a)
DRAGOSEAL TAPE
DAMAGED AREA
DRAGOSEAL TAPE DRAGOSEAL TAPE
SMALL HOLE
VAPOR INTRUSION BARRIER
VAPOR INTRUSION BARRIER VAPOR INTRUSION BARRIER VAPOR INTRUSION BARRIER
Fig. 3:
4. SEALING DAMAGED AREAS: (Fig. 3) In the event that Drago Wrap is damaged during or after installation, repairs
must be made. Cut a piece of Drago Wrap to a size and shape that covers any damage by a minimum of 6 inches in all
directions. Clean all adhesion areas of dust, dirt, moisture, and frost. Tape down all edges using DragoSeal Tape.
MINIMAL VOID SPACE CREATED
DRAGO SEALANTDRAGOSEAL TAPE orDRAGO TAPE
OR
DRAGO SEALANT FORM
VAPOR INTRUSION BARRIER VAPOR INTRUSION BARRIER VAPOR INTRUSION BARRIER VAPOR INTRUSION BARRIER
DRAGO MASTIC
OR
Fig. 4a
DRAGOSEAL TAPE
LARGE VOID SPACE CREATED
DRAGO SEALANTDRAGOSEAL TAPE orDRAGO TAPE
OR DRAGO SEALANT FORM
VAPOR INTRUSION BARRIERVAPOR INTRUSION BARRIERVAPOR INTRUSION BARRIER
VAPOR INTRUSION BARRIER
DRAGO MASTIC
OR
VAPOR INTRUSION BARRIER
Fig. 4b
a. Cut a detail patch to a size and shape that creates a 6-inch overlap on all edges
around the void space at the base of the pipe.
b. Cut an “X” slightly smaller than the size of the pipe diameter in the center of the
detail patch and slide tightly over pipe.
c. Tape the edges of the detail patch using DragoSeal Tape.
d. Seal around the base of the pipe using either DragoSeal Tape, Drago Tape,
Drago Sealant and Drago Sealant Form, or Drago Mastic.
i. If Drago Sealant is used to seal around pipe, make sure Drago Wrap is flush
with the base of the penetration prior to pouring Drago Sealant.
a. Install Drago Wrap around pipe penetrations by slitting/cutting material as needed. Try to minimize void space
created.b. If void space is minimal, seal around the base of the pipe using either DragoSeal Tape, Drago Tape, Drago Sealant
and Drago Sealant Form, or Drago Mastic.
DETAIL PATCH FOR PIPE PENETRATION SEALING: (Fig. 4b)
DRAGO® WRAP VAPOR INTRUSION BARRIERINSTALLATION INSTRUCTIONS
NOTE: While Drago Wrap installation instructions are based on ASTM E1643 - Standard Practice for Selection, Design, Installation, and Inspection of Water Vapor Retarders Used in Contact with Earth or Granular Fill Under Concrete Slabs, these instructions are meant to be used as a guide, and do not take into account specific job site situations. Consult local building codes and regulations along with the building owner or owner’s representative before proceeding. If you have any questions regarding the above-mentioned installation instructions or products, please call us at 877-464-7834 for technical assistance. While Stego Industries’ employees and representatives may provide technical assistance regarding the utility of a specific installation practice or Stego product, they are not authorized to make final design decisions.
IMPORTANT: AN INSTALLATION COMPLETED PER THESE INSTRUCTIONS SHOULD CREATE A MONOLITHIC MEMBRANE BETWEEN ALL INTERIOR INTRUSION PATHWAYS AND VAPOR SOURCES BELOW THE SLAB AS WELL AS AT THE SLAB PERIMETER. THE UNDERLYING SUBBASE SHOULD NOT BE VISIBLE IN ANY AREA WHERE CONCRETE WILL BE PLACED. IF REQUIRED BY THE DESIGN ENGINEER, ADDITIONAL INSTALLATION VALIDATION CAN BE DONE THROUGH SMOKE TESTING.
P4 of 5
Continued ... Note - legal notice on the last page.
MULTIPLE PIPE PENETRATION SEALING OPTIONS:
NOTE: Multiple pipe penetrations in close proximity may be most efficiently sealed using Drago Wrap, Drago Sealant and
Drago Sealant Form (Fig. 5a), or Drago Wrap and Drago Mastic (Fig. 5b) for ease of installation.
OPTION 1: Multiple Pipe Penetration Sealing with Drago Wrap, Drago Sealant and Drago Sealant Form (Fig. 5a)
1 Cut a hole in Drago Wrap such that the membrane fits over and around the base of the pipes as closely as possible,
ensuring that it is flush with the base of the penetrations.
2 Install Drago Sealant Form continuously around the entire perimeter of the group of penetrations and at least 1 inch
beyond the terminating edge of Drago Wrap.
3 Pour Drago Sealant inside of Drago Sealant Form to create a seal around the penetrations.
4 If the void space between Drago Wrap and the penetrations is not minimized and/or the base course allows for too much drainage of sealant, a second coat of Drago Sealant may need to be poured after the first application has cured.
MINIMAL VOID SPACE CREATED
DRAGO SEALANT
DRAGO SEALANT FORM DRAGO SEALANT FORM
VAPOR INTRUSION BARRIER VAPOR INTRUSION BARRIER VAPOR INTRUSION BARRIER VAPOR INTRUSION BARRIER
1 2 3 4
DRAGO SEALANT FORM
DRAGO SEALANT
Fig. 5a
a. Cut a hole in Drago Wrap such that the membrane fits over and around the base of the pipes
as closely as possible, ensuring that it is flush with the base of the penetrations. b. Apply Drago Mastic around the entire perimeter of the group of penetrations and between the
penetrations to fill any void spaces present.
DRAGO SEALANT
DRAGO SEALANT FORM DRAGO SEALANT FORM DRAGO SEALANT FORM
DRAGO SEALANT
VAPOR INTRUSION BARRIER VAPOR INTRUSION BARRIER VAPOR INTRUSION BARRIER VAPOR INTRUSION BARRIER
DRAGO MASTIC
Fig. 5b
OPTION 2: Multiple Pipe Penetration Sealing with Drago Wrap and Drago Mastic (Fig. 5b)
DRAGO® WRAP VAPOR INTRUSION BARRIERINSTALLATION INSTRUCTIONS
P5 of 5
GAME-CHANGING BARRIER SOLUTIONS
*Stego Industries, LLC (“Stego”) is the exclusive Representative for Drago Wrap and Pango Wrap. All designated trademarks are the intellectual property of Stego or the entity for which it is acting as a Representative. Installation, Warranty, State Approval Information and Disclosure of Representative Status: www.stegoindustries.com/legal. ©2021 Stego Industries, LLC. All rights reserved. 1/2021
Contact Please contact us to get in touch with the nearest Stego representative* for
information regarding pricing, samples or where to purchase Drago products.
877-464-7834 | www.stegoindustries.com
BEAST® CONCRETE ACCESSORIES - VAPOR BARRIER SAFE
BEAST® SCREED is a fixed-elevation, point-to-
point guide screed system
designed to replace com-
mon wet-screed methods.
Stego Industries* recommends the use of BEAST vapor barrier-safe concrete accessories,
to help eliminate the use of non-permanent penetrations in Drago Wrap installations.
BEAST® HOOK is a faster, easier way to set 2x4
overhead screeds. Use Beast®
Foot and Beast Form Stake and make it a vapor barrier-safe
screed system.
BEAST® FORM STAKE can be
used with Beast Foot as part of the
Stego vapor barrier-safe forming
system which meets ASTM E1643 requirements.
STEGO INSTALLATION SUPPORT
PEACE OF MIND IS OF GREAT VALUE...
A FREE SERVICE OFFERED BY STEGO INDUSTRIES*
When you choose Stego® Barrier Solutions and products,
you gain access to a large nationwide network of full-time
technical sales representatives* providing unmatched local
support and service.STE G O I NSTALLATIO
N
• SUPPOR T •
P1 OF 2
DRAGO® MASTIC
A STEGO TECHNOLOGY, LLC INNOVATION | VAPOR RETARDERS 07 26 00, 03 30 00 | VERSION: JAN 1, 2021
Continued... Note – legal notice on page 2.
1. PRODUCT NAME
DRAGO MASTIC
2. MANUFACTURER
c/o Stego® Industries, LLC*
216 Avenida Fabricante, Suite 101
San Clemente, CA 92672
Sales, Technical Assistance
Ph: [phone]
Fx: [phone]
www.stegoindustries.com
3. PRODUCT DESCRIPTION
USES: Drago Mastic is designed to be used as a vapor intrusion membrane in conjunction with Drago® Wrap Vapor Intrusion Barrier. Drago Mastic can be used for sealing utility or pipe penetrations, and terminating edges against existing adjacent concrete or other foundation constructions.
COMPOSITION: Drago Mastic is a medium viscosity, water-based, polymer-modified anionic bituminous/asphalt emulsion.
SIZE: Drago Mastic comes in a 5-gallon pail.
4. TECHNICAL DATA
TABLE 1: PHYSICAL PROPERTIES OF DRAGO MASTIC
PROPERTY TEST RESULTS
Permeance Rating ASTM E96 0.08 perms
Tensile Strength ASTM D412 87 psi
Elongation ASTM D412 1800%
Adhesion to Concrete ASTM C836 Exceeds
Shore Hardness ASTM C836 75
Crack Bridging ASTM C836 Exceeds
Low Temp Flexibility ASTM C836 No Cracking
Chemical Resistance ASTM D471/D543 No significant negative change
(TCE, PCE, Toluene, Xylene) to mass or volume.
Note: perm unit = grains/(ft2*hr*in-Hg)
DRAGO® MASTIC
A STEGO TECHNOLOGY, LLC INNOVATION | VAPOR RETARDERS 07 26 00, 03 30 00 | VERSION: JAN 1, 2021
DATA SHEETS ARE SUBJECT TO CHANGE. FOR MOST CURRENT VERSION, VISIT WWW.STEGOINDUSTRIES.COM
[phone] | www.stegoindustries.com
*Stego Industries, LLC (“Stego”) is the exclusive Representative for Drago Wrap and Pango Wrap. All designated trademarks are the intellectual property of Stego or the entity for which it is acting as a Representative. Installation, Warranty, State Approval Information and Disclosure of Representative Status: www.stegoindustries.com/legal. ©2021 Stego Industries, LLC. All rights reserved.
P2 OF 2
5. INSTALLATION
PREPARATION:• A test application simulating the project environment should always be done prior to final usage of Drago Mastic.• All surfaces should be dry and free of loose materials, oils and other contaminants. The surfaces should be cleaned in the same fashion as the test surface in order to ensure proper results.• Store above 40°F, and apply above 40°F and below 130°F.
PENETRATIONS:To repair penetrations in Drago Wrap, cut Drago Wrap just big enough to fit over and around the penetration so as to minimize void space. Liberally apply Drago Mastic around the penetration to keep the integrity of the membrane intact. Drago Mastic can be applied from pails by brush, roller, or trowel.
NOTES: 1) If needed to minimize void space around penetrations, utilize a detail patch of Drago Wrap to fit over the penetration and
seal the patch/boot with DragoSeal™ Tape prior to applying Drago Mastic. 2) Solvent-based products should not be applied over this
product. 3) Clean all tools with kerosene and/or oil-based cleaners.
For additional information, please refer to Drago’s complete installation instructions.
6. AVAILABILITY & COST
Drago Mastic is available through our network of building supply distributors. For current cost information, contact your
local Drago distributor or Stego Industries’ Sales Representative.
7. WARRANTY
Stego Industries, LLC believes to the best of its knowledge, that specifications and recommendations herein are accurate and reliable. However, since site conditions are not within its control, Stego Industries does not guarantee results from the use of the information provided herein. Stego Technology, LLC does offer a limited warranty on Drago Wrap. Please see www.stegoindustries.com/legal.
8. MAINTENANCE
None required.
9. TECHNICAL SERVICES
Technical advice, custom CAD drawings, and additional information can be obtained by contacting Stego Industries or
by visiting the website.
Email: [e-mail]
Contact Number: [phone]
Website: www.stegoindustries.com
10. FILING SYSTEMS
• www.stegoindustries.com
P1 OF 2
DRAGO® SEALANT
A STEGO TECHNOLOGY, LLC INNOVATION | VAPOR RETARDERS 07 26 00, 03 30 00 | VERSION: OCT 23, 2020
1. PRODUCT NAME
DRAGO SEALANT
2. MANUFACTURER
c/o Stego® Industries, LLC*
216 Avenida Fabricante, Suite 101
San Clemente, CA 92672
Sales, Technical Assistance
Ph: [phone]
Fx: [phone]
www.stegoindustries.com
3. PRODUCT DESCRIPTION
USES: Drago Sealant is designed to be used as a vapor intrusion membrane in conjunction with Drago® Wrap Vapor Intrusion
Barrier. Drago Sealant can be used as an alternate to detail patches for penetrations in Drago Wrap.
COMPOSITION: Drago Sealant is a two-component, 100% solids, semi-rigid epoxy sealant.
SIZE: Drago Sealant comes in a 4-gallon kit size: Two 1-gallon cans of Part A (Resin) and two 1-gallon cans of Part B (Hardener).
COVERAGE: 96ft² @ 60-mils per kit (4 gallons of product).
4. TECHNICAL DATA
TABLE 4.1: PHYSICAL PROPERTIES OF DRAGO SEALANT
PROPERTY TEST RESULTS
Mix Ratio (A:B by volume) 1:1
Mixed Viscosity 4,000 - 7,000 cp
Gel Time (100 g) 50-60 mins
Pot Life (full unit) 30-45 mins
Tack Free Time 5-6 hours
Shore A Hardness ASTM D2240 80-90
Tensile Strength ASTM D638 800 psi
Tensile Elongation % ASTM D638 95-105%
Water Vapor Permeance ASTM F1249 0.015 perms @ 60-mils
Chemical Resistance No significant change
(TCE, PCE, Toluene, Xylene) ASTM D471/D543 to mass or volume.
Note: perm unit = grains/(ft2*hr*in-Hg)
Continued... Note – legal notice on page 2.
5. INSTALLATION
PREPARATION:
• A test application simulating the project environment should always be done prior to final usage of Drago Sealant.
• All surfaces should be dry and free of loose materials, oils, and other contaminants. The surfaces should be cleaned
in the same fashion as the test surface in order to ensure proper application.
• Drago Sealant can be applied to virtually any shape or contour by brush, paint roller, trowel or squeegee at various
spread rates. Optimum ambient temperature is between 50-90°F during application. Note: Cure times are affected
by ambient and surface temperatures. Temperatures of 40°F and lower can slow cure times. Temperatures of 90°F
and higher will speed up cured times and reduce working time.
DRAGO® SEALANT
A STEGO TECHNOLOGY, LLC INNOVATION | VAPOR RETARDERS 07 26 00, 03 30 00 | VERSION: OCT 23, 2020
DATA SHEETS ARE SUBJECT TO CHANGE. FOR MOST CURRENT VERSION, VISIT WWW.STEGOINDUSTRIES.COM
[phone] | www.stegoindustries.com
*Stego Industries, LLC (“Stego”) is the exclusive Representative for Drago Wrap and Pango Wrap. All designated trademarks are the intellectual property
of Stego or the entity for which it is acting as a Representative. Installation, Warranty, State Approval Information and Disclosure of Representative Status: www.stegoindustries.com/legal. ©2020 Stego Industries, LLC. All rights reserved.
PREPARATION: Continued...
• Drago Sealant comes in a 4-gallon kit size. It consists of two 1-gallon cans of Part A (Resin) and two 1-gallon
cans of Part B (Hardener). Mix the following with a drill and mixing paddle (Note: If using a drill mixer, use a low
speed [not to exceed 300 rpm] to prevent air entrapment):
- Premix Part A and Part B separately. Combine 1 part by volume of Part A to 1 part by volume of Part B and mix
thoroughly. Do not thin. Scrape the side and bottom of the mixing container to assure uniform and complete
mixing. Mix for 2-3 minutes. Do not aerate mix.
PENETRATIONS:
• To repair penetrations in Drago Wrap, cut a hole in Drago Wrap such that the membrane fits over and around the
base of the pipes as closely as possible, ensuring that it is flush with the base of the penetrations.
• Install Drago® Sealant Form continuously around the entire perimeter of the group of penetrations and at least
1 inch beyond the terminating edge of Drago Wrap.
• Pour Drago Sealant inside of Drago Sealant Form to create a seal around the penetrations.
• If the void space between Drago Wrap and the penetrations is not minimized and/or the base course allows for too
much drainage of the sealant, a second coat of Drago Sealant may need to be poured after the first application
has cured.
Review Drago Wrap’s complete installation instructions prior to installation.
6. AVAILABILITY & COST
Drago Sealant is available through our network of building supply distributors. For current cost information, contact
your local Drago distributor or Stego Industries’ Sales Representative.*
7. WARRANTY
Stego Industries, LLC believes to the best of its knowledge, that specifications and recommendations herein are
accurate and reliable. However, since site conditions are not within its control, Stego Industries does not guarantee
results from the use of the information provided and disclaims all liability from any loss or damage. Stego Technology,
LLC does offer a limited warranty on Drago Wrap. Please see www.stegoindustries.com/legal.
8. MAINTENANCE
Store locked up in a dry and temperate area.
9. TECHNICAL SERVICES
Technical advice, custom CAD drawings, and additional information can be obtained by contacting Stego Industries or
by visiting the website.
Contact Number: [phone]
Website: www.stegoindustries.com
10. FILING SYSTEMS
• www.stegoindustries.com
P2 OF 2
P1 OF 2
DRAGO® SEALANT FORM
A STEGO TECHNOLOGY, LLC INNOVATION | VAPOR RETARDERS 07 26 00, 03 30 00 | VERSION: FEB 22, 2019
1. PRODUCT NAME
DRAGO SEALANT FORM
2. MANUFACTURER
c/o Stego® Industries, LLC*
216 Avenida Fabricante, Suite 101
San Clemente, CA 92672
Sales, Technical Assistance
Ph: [phone]
Fx: [phone]
www.stegoindustries.com
3. PRODUCT DESCRIPTION
USES: Drago Sealant Form is used in conjunction with Drago® Sealant to help create an efficient and effective seal
around pipe penetrations in Drago® Wrap Vapor Intrusion Barrier.
COMPOSITION: Drago Sealant Form is a low-density, cross-linked, closed-cell polyethylene foam with an acrylic,
pressure-sensitive adhesive.
SIZE: Drago Sealant Form is ½" x ½" x 24". Drago Sealant Form comes in 200 pieces per case (10 boxes of 20 pieces).
4. TECHNICAL DATA
TABLE 4.1: PHYSICAL PROPERTIES OF DRAGO SEALANT FORM
PROPERTY RESULTS
Dimensions ½” x ½” x 24”
Color White
Weight 0.11 oz (3.1 grams)
Continued... Note – legal notice on page 2.
5. INSTALLATION
PENETRATIONS: Make sure the area of adhesion is free of dust, debris, moisture, and frost to allow maximum adhesion.
When ready to apply to Drago Wrap, remove the release liner and press Drago Sealant Form firmly against Drago Wrap
to secure. Install Drago Sealant Form continuously around the entire perimeter of the penetration(s) and at least 1 inch
beyond the terminating edge of Drago Wrap. Install Drago Sealant Form between 40°F and 110°F. Pour Drago Sealant
inside of Drago Sealant Form to create a seal around the penetration(s).
Review Drago Wrap’s complete installation instructions prior to installation.
6. AVAILABILITY & COST
Drago Sealant Form is available nationally through our network of building supply distributors. For current cost
information, contact your local Drago distributor or Stego Industries’ Sales Representative.
DRAGO® SEALANT FORM
A STEGO TECHNOLOGY, LLC INNOVATION | VAPOR RETARDERS 07 26 00, 03 30 00 | VERSION: FEB 22, 2019
DATA SHEETS ARE SUBJECT TO CHANGE. FOR MOST CURRENT VERSION, VISIT WWW.STEGOINDUSTRIES.COM
[phone] | www.stegoindustries.com
*Stego Industries, LLC (“Stego”) is the exclusive Representative for Drago Wrap and Pango Wrap. All designated trademarks are the intellectual property
of Stego or the entity for which it is acting as a Representative. Installation, Warranty, State Approval Information and Disclosure of Representative Status: www.stegoindustries.com/legal. ©2019 Stego Industries, LLC. All rights reserved.
7. WARRANTY
Stego Industries, LLC believes to the best of its knowledge, that specifications and recommendations herein are
accurate and reliable. However, since site conditions are not within its control, Stego Industries does not guarantee
results from the use of the information provided and disclaims all liability from any loss or damage. Stego Technology,
LLC does offer a limited warranty on Drago Wrap. Please see www.stegoindustries.com/legal.
8. MAINTENANCE
Store Drago Sealant Form in a dry and temperate area.
9. TECHNICAL SERVICES
Technical advice, custom CAD drawings, and additional information can be obtained by contacting Stego Industries or
by visiting the website.
Contact Number: [phone]
Website: www.stegoindustries.com
10. FILING SYSTEMS
• www.stegoindustries.com
P2 OF 2
P1 OF 2

1. PRODUCT NAME
DRAGOSEAL TAPE
2. MANUFACTURER
c/o Stego® Industries, LLC*
216 Avenida Fabricante, Suite 101
San Clemente, CA 92672
Sales, Technical Assistance
Ph: [phone]
Fx: [phone]
www.stegoindustries.com
3. PRODUCT DESCRIPTION
TABLE 4.1: PHYSICAL PROPERTIES OF DRAGOSEAL TAPE
PROPERTY TEST RESULTS
Dimensions 4" x 50'
Total Thickness 26 mil
Color Grey
Material Engineered film and synthetic rubber blend
Permeance ASTM F1249 <0.02 perms (26 mil) Adhesion to Steel ASTM D1000 12.5 lbf/in width
Chemical Resistance (TCE, PCE, Toluene, Xylene) ASTM D471 / D543 No significant change to mass or volume
Installation Temperature 40°F / 110°F
In Service Temperature Range -20°F / 140°F
VOC Content No VOCs, 100% solids
Note: perm unit = grains/(ft2*hr*in-Hg)
USES: DragoSeal Tape is a low permeance, solvent resistant tape designed for protective sealing, seaming, splicing, and
patching applications. It is engineered to adhere to a variety of surfaces and is ideal for sealing Drago® Wrap seams.
COMPOSITION: DragoSeal Tape is a multi-layered plastic extrusion that combines uniquely designed materials with only
high grade, prime, virgin resins, and a solvent resistant blend of synthetic rubber and resins.
SIZE: DragoSeal Tape is 4" x 50'. DragoSeal Tape ships 6 rolls in a case.
4. TECHNICAL DATA
Continued... Note – legal notice on page 2.
DRAGOSEAL™ TAPE
A STEGO TECHNOLOGY, LLC INNOVATION | VAPOR RETARDERS 07 26 00, 03 30 00 | VERSION: JAN 20, 2021
DRAGOSEAL™ TAPE
A STEGO TECHNOLOGY, LLC INNOVATION | VAPOR RETARDERS 07 26 00, 03 30 00 | VERSION: JAN 1, 2021
DATA SHEETS ARE SUBJECT TO CHANGE. FOR MOST CURRENT VERSION, VISIT WWW.STEGOINDUSTRIES.COM
[phone] | www.stegoindustries.com
*Stego Industries, LLC (“Stego”) is the exclusive Representative for Drago Wrap and Pango Wrap. All designated trademarks are the intellectual property
of Stego or the entity for which it is acting as a Representative. Installation, Warranty, State Approval Information and Disclosure of Representative Status: www.stegoindustries.com/legal. ©2021 Stego Industries, LLC. All rights reserved.
5. INSTALLATION
Cut DragoSeal Tape with a utility knife or scissors before removing the release liner for easier cutting. DragoSeal Tape
should be installed between 40°F and 110°F. In temperatures below 40°F, take extra care to remove moisture or frost
from the area of adhesion. Ensure that the entirety of all seams are taped with applied pressure to allow for maximum
and continuous adhesion.
SEAMS: Overlap Drago Wrap a minimum of 12 inches and seal with DragoSeal Tape. Make sure the area of adhesion
is free from dust, moisture and frost to allow for maximum adhesion.
PIPE PENETRATION SEALING:
• Install Drago Wrap around pipe by slitting/cutting material.
• If void space is minimal, seal around the base of the pipe using either DragoSeal Tape, Drago Tape,
Drago® Sealant and Drago® Sealant Form, or Drago® Mastic.
DETAIL PATCH FOR PIPE PENETRATION SEALING:
• Cut a piece of Drago Wrap that creates a 6 inch overlap around all edges of the void space at the base of the pipe.
• Cut an "X" slightly smaller than the size of the pipe diameter in the center of the detail patch.
• Slide detail patch over pipe, secure tightly.
• Tape down all sides of detail patch using DragoSeal Tape.
• Seal around the base of the pipe using either DragoSeal Tape, Drago Tape, Drago Sealant and Drago Sealant Form,
or Drago Mastic.
Review Drago Wrap’s complete installation instructions prior to installation.
6. AVAILABILITY & COST
DragoSeal Tape is available through our network of building supply distributors. For current cost information, contact
your local Drago distributor or Stego Industries’ Sales Representative.*
7. WARRANTY
Stego Industries, LLC believes to the best of its knowledge, that specifications and recommendations herein are
accurate and reliable. However, since site conditions are not within its control, Stego Industries does not guarantee
results from the use of the information provided and disclaims all liability from any loss or damage. Stego Technology,
LLC does offer a limited warranty on Drago Wrap. Please see www.stegoindustries.com/legal.
8. MAINTENANCE
Store DragoSeal Tape in a dry and temperate area.
9. TECHNICAL SERVICES
Technical advice, custom CAD drawings, and additional information can be obtained by contacting Stego Industries or
by visiting the website.
Contact Number: [phone]
Website: www.stegoindustries.com
10. FILING SYSTEMS
• www.stegoindustries.com
P2 OF 2
P1 OF 2
DRAGOTACK® TAPE
A STEGO TECHNOLOGY, LLC INNOVATION | VAPOR RETARDERS 07 26 00, 03 30 00 | VERSION: MAY 12, 2020
1. PRODUCT NAME
DRAGOTACK TAPE
2. MANUFACTURER
c/o Stego® Industries, LLC*
216 Avenida Fabricante, Suite 101
San Clemente, CA 92672
Sales, Technical Assistance
Ph: [phone]
Fx: [phone]
www.stegoindustries.com
3. PRODUCT DESCRIPTION
TABLE 4.1: PHYSICAL PROPERTIES OF DRAGOTACK TAPE
PROPERTY TEST RESULTS
Dimensions 2" x 50'
Total Thickness 30 mil
Color Grey
Material Synthetic rubber blend
Permeance ASTM F1249 0.03 perms (30 mil) Adhesion to Steel ASTM D1000 12.5 lbs/in width
Chemical Resistance No significant change to(TCE, PCE, Toluene, Xylene) ASTM D471 / D543 mass or volume.
Installation Temperature 40°F / 110°
In Service Temperature Range -20°F / +140°F
VOC Content No VOCs, 100% solids
Note: perm unit = grains/(ft2*hr*in-Hg)
USES: DragoTack Tape is a solvent-resistant, double-sided adhesive strip used to bond and seal Drago® Wrap Vapor
Intrusion Barrier to concrete, masonry, wood, metal, and other surfaces. DragoTack Tape is a flexible and moldable
material to allow for a variety of applications and installations.
COMPOSITION: DragoTack Tape is made from a solvent-resistant blend of synthetic rubber and resins.
SIZE: DragoTack Tape is 2" x 50'. DragoTack Tape ships 12 rolls in a case.
4. TECHNICAL DATA
Continued... Note – legal notice on page 2.
DRAGOTACK® TAPE
A STEGO TECHNOLOGY, LLC INNOVATION | VAPOR RETARDERS 07 26 00, 03 30 00 | VERSION: MAY 12, 2020
DATA SHEETS ARE SUBJECT TO CHANGE. FOR MOST CURRENT VERSION, VISIT WWW.STEGOINDUSTRIES.COM
[phone] | www.stegoindustries.com
*Stego Industries, LLC (“Stego”) is the exclusive Representative for Drago Wrap and Pango Wrap. All designated trademarks are the intellectual property
of Stego or the entity for which it is acting as a Representative. Installation, Warranty, State Approval Information and Disclosure of Representative Status: www.stegoindustries.com/legal. ©2020 Stego Industries, LLC. All rights reserved.
5. INSTALLATION
TO WALLS AND FOOTINGS: Make sure the area of adhesion is free of dust, dirt, debris, moisture, and frost to allow
maximum adhesion. Remove release liner on one side and stick to desired surface. When ready to apply Drago Wrap,
remove the exposed release liner and press Drago Wrap firmly against DragoTack Tape to secure.
Cut DragoTack Tape using a utility knife or scissors. Cut DragoTack Tape before removing the release liner for easier
cutting. Install DragoTack Tape between 40°F and 110°F.
Review Drago Wrap’s complete installation instructions prior to installation.
6. AVAILABILITY & COST
DragoTack Tape is available nationally through our network of building supply distributors. For current cost information,
contact your local Drago distributor or Stego Industries’ Sales Representative.
7. WARRANTY
Stego Industries, LLC believes to the best of its knowledge, that specifications and recommendations herein are
accurate and reliable. However, since site conditions are not within its control, Stego Industries does not guarantee
results from the use of the information provided and disclaims all liability from any loss or damage. Stego Technology,
LLC does offer a limited warranty on Drago Wrap. Please see www.stegoindustries.com/legal.
8. MAINTENANCE
Store DragoTack Tape in a dry and temperate area.
9. TECHNICAL SERVICES
Technical advice, custom CAD drawings, and additional information can be obtained by contacting Stego Industries or
by visiting the website.
Contact Number: [phone]
Website: www.stegoindustries.com
10. FILING SYSTEMS
• www.stegoindustries.com
P2 OF 2
P1 OF 2
DRAGO® TAPE
A STEGO TECHNOLOGY, LLC INNOVATION | VAPOR RETARDERS 07 26 00, 03 30 00 | VERSION: JAN 20, 2021
1. PRODUCT NAME
DRAGO TAPE
2. MANUFACTURER
c/o Stego® Industries, LLC*
216 Avenida Fabricante, Suite 101
San Clemente, CA 92672
Sales, Technical Assistance
Ph: [phone]
Fx: [phone]
www.stegoindustries.com
3. PRODUCT DESCRIPTION
USES: Drago Tape is a low-permeance tape designed to bond specifically to Drago® Wrap Vapor Intrusion Barrier,
making it suitable for sealing Drago Wrap pipe penetrations.
COMPOSITION: Drago Tape is a multi-layered plastic extrusion that combines uniquely designed materials with only
high grade, prime, virgin resins, and an acrylic, pressure-sensitive adhesive.
SIZE: Drago Tape is 3.75" x 180'. Drago Tape ships 12 rolls in a case.
4. TECHNICAL DATA
APPLICABLE STANDARDS:
Pressure Sensitive Tape Council (PSTC)
• PSTC 101 – International Standard for Peel Adhesion of Pressure Sensitive Tape
• PSTC 107 – International Standard for Shear Adhesion of Pressure Sensitive Tape
American Society for Testing & Materials (ASTM)
• ASTM E1643 – Standard Practice for Selection, Design, Installation, and Inspection of Water Vapor Retarders
Used In Contact with Earth or Granular Fill under Concrete Slabs.
TABLE 4.1: PHYSICAL PROPERTIES OF DRAGO TAPE
PROPERTY TEST RESULTS
Total Thickness 8 mil
Permeance ASTM F1249 0.031 perms
Tensile Strength MD ASTM D882 20.5 lbf/in
Elongation (at break) MD ASTM D882 702%
180° Peel Adhesion PSTC 101 20-min dwell to Drago Wrap 50.1 oz/in
PSTC 101 24-hour dwell to Drago Wrap 92.9 oz/in
Shear Adhesion PSTC 107 24-hour dwell (1" x 1", 1kg/wt) to Drago Wrap 188 minutes
Note: perm unit = grains/(ft2*hr*in-Hg)
Continued... Note – legal notice on page 2.
DRAGO® TAPE
A STEGO TECHNOLOGY, LLC INNOVATION | VAPOR RETARDERS 07 26 00, 03 30 00 | VERSION: JAN 20, 2021
DATA SHEETS ARE SUBJECT TO CHANGE. FOR MOST CURRENT VERSION, VISIT WWW.STEGOINDUSTRIES.COM
[phone] | www.stegoindustries.com
*Stego Industries, LLC (“Stego”) is the exclusive Representative for Drago Wrap and Pango Wrap. All designated trademarks are the intellectual property
of Stego or the entity for which it is acting as a Representative. Installation, Warranty, State Approval Information and Disclosure of Representative Status: www.stegoindustries.com/legal. ©2021 Stego Industries, LLC. All rights reserved.
5. INSTALLATION
PIPE PENETRATION SEALING:
• Install Drago Wrap around pipe by slitting/cutting material.
• If void space is minimal, seal around the base of the pipe using either Drago Tape, DragoSeal™ Tape, Drago® Mastic,
or Drago® Sealant and Drago® Sealant Form.
DETAIL PATCH FOR PIPE PENETRATION SEALING:
• Cut a piece of Drago Wrap that creates a 6 inch overlap around all edges of the void space.
• Cut an “X” slightly smaller than the size of the pipe diameter in the center of the detail patch.
• Slide detail patch over pipe, secure tightly.
• Tape down all sides of detail patch with DragoSeal Tape.
• Seal around the base of the pipe using either Drago Tape, DragoSeal Tape, Drago Mastic, or Drago Sealant and
Drago Sealant Form.
Drago Tape should be installed above 40°F. In temperatures below 40°F, take extra care to remove moisture or frost
from the area of adhesion. Ensure that the installed section is taped with applied pressure to allow for maximum and
continuous adhesion of the pressure-sensitive Drago Tape.
Review Drago Wrap’s complete installation instructions prior to installation.
6. AVAILABILITY & COST
Drago Tape is available through our network of building supply distributors. For current cost information, contact your
local Drago distributor or Stego Industries’ Sales Representative.
7. WARRANTY
Stego Industries, LLC believes to the best of its knowledge, that specifications and recommendations herein are
accurate and reliable. However, since site conditions are not within its control, Stego Industries does not guarantee
results from the use of the information provided and disclaims all liability from any loss or damage. Stego Technology,
LLC does offer a limited warranty on Drago Wrap. Please see www.stegoindustries.com/legal.
8. MAINTENANCE
Store Drago Tape in a dry and temperate area.
9. TECHNICAL SERVICES
Technical advice, custom CAD drawings, and additional information can be obtained by contacting Stego Industries or
by visiting the website.
Contact Number: [phone]
Website: www.stegoindustries.com
10. FILING SYSTEMS
• www.stegoindustries.com
P2 OF 2
P1 OF 2
DRAGO® WRAPVAPOR INTRUSION BARRIER
A STEGO TECHNOLOGY, LLC INNOVATION | VAPOR RETARDERS 07 26 00, 03 30 00 | VERSION: JAN 20, 2021
1. PRODUCT NAME
DRAGO WRAP VAPOR INTRUSION BARRIER
2. MANUFACTURER
c/o Stego® Industries, LLC*
216 Avenida Fabricante, Suite 101
San Clemente, CA 92672
Sales, Technical Assistance
Ph: [phone]
Fx: [phone]
www.stegoindustries.com
3. PRODUCT DESCRIPTION
TABLE 4.1: PHYSICAL PROPERTIES OF DRAGO WRAP VAPOR INTRUSION BARRIER
PROPERTY TEST RESULTS
Under Slab Vapor Retarders ASTM E1745 – Standard Specification for Water Vapor Retarders Used in Contact with Soil or Granular Fill under Concrete Slabs ASTM E1745 Compliant
Water Vapor Permeance ASTM F1249 – Test Method for Water Vapor Transmission Rate Through Plastic Film and Sheeting Using a Modulated Infrared Sensor 0.0069 perms
Push-Through Puncture ASTM D4833 – Test Method for Index Puncture Resistance of Geotextiles, Geomembranes, and Related Products 183.9 Newtons
Tensile Strength ASTM D882 – Test Method for Tensile Properties of Thin Plastic Sheeting 53.5 lbf/in
Permeance After Conditioning ASTM E154 Section 8, F1249 – Permeance after wetting, drying, and soaking 0.0073 perms(ASTM E1745 ASTM E154 Section 11, F1249 – Permeance after heat conditioning 0.0070 permsSections 7.1.2 - 7.1.5) ASTM E154 Section 12, F1249 – Permeance after low temperature conditioning 0.0062 perms ASTM E154 Section 13, F1249 – Permeance after soil organism exposure 0.0081 perms
Hydrocarbon Attenuation Factors Contact Stego Industries’ Technical Department
Chlorinated Solvent Attenuation Factors Contact Stego Industries’ Technical Department
Methane Transmission Rate ASTM D1434 – Test Method for Determining Gas Permeability Characteristics of 7.0 GTR** Plastic Film and Sheeting (mL(STP)/m2*day)
Radon Diffusion Coefficient K124/02/95 9.8 x 10-14 m2/second
Thickness 20 mil
Roll Dimensions 14' x 105' or 1,470 ft2
Roll Weight 150 lb
Note: perm unit = grains/(ft2*hr*in-Hg) ** GTR = Gas Transmission Rate
USES: Drago Wrap is specifically engineered to attenuate volatile organic compounds (VOCs) and serve as a below-slab
moisture vapor barrier.
COMPOSITION: Drago Wrap is a multi-layered plastic extrusion that combines uniquely designed materials with only
high grade, prime, virgin resins.
ENVIRONMENTAL FACTORS: Drago Wrap can be used in systems for the control of various VOCs including hydrocarbons,
chlorinated solvents, radon, methane, soil poisons, and sulfates.
4. TECHNICAL DATA
Continued... Note – legal notice on page 2.
DRAGO® WRAPVAPOR INTRUSION BARRIER
A STEGO TECHNOLOGY, LLC INNOVATION | VAPOR RETARDERS 07 26 00, 03 30 00 | VERSION: JAN 20, 2021
DATA SHEETS ARE SUBJECT TO CHANGE. FOR MOST CURRENT VERSION, VISIT WWW.STEGOINDUSTRIES.COM
[phone] | www.stegoindustries.com
*Stego Industries, LLC (“Stego”) is the exclusive Representative for Drago Wrap and Pango Wrap. All designated trademarks are the intellectual property
of Stego or the entity for which it is acting as a Representative. Installation, Warranty, State Approval Information and Disclosure of Representative Status: www.stegoindustries.com/legal. ©2021 Stego Industries, LLC. All rights reserved.
5. INSTALLATION
UNDER SLAB: Unroll Drago Wrap over a tamped aggregate, sand, or earth base. Overlap all seams a minimum of
12 inches and tape using DragoSeal™ Tape. All penetrations must be sealed using a combination of Drago Wrap and
Drago Accessories.
Review Drago Wrap’s complete installation instructions prior to installation.
6. AVAILABILITY & COST
Drago Wrap is available nationally through our network of building supply distributors. For current cost information,
contact your local Drago distributor or Stego Industries’ Sales Representative.
7. WARRANTY
Stego Industries, LLC believes to the best of its knowledge, that specifications and recommendations herein are
accurate and reliable. However, since site conditions are not within its control, Stego Industries does not guarantee
results from the use of the information provided and disclaims all liability from any loss or damage. Stego Technology,
LLC does offer a limited warranty on Drago Wrap. Please see www.stegoindustries.com/legal.
8. MAINTENANCE
Store Drago Wrap in a dry and temperate area.
9. TECHNICAL SERVICES
Technical advice, custom CAD drawings, and additional information can be obtained by contacting Stego Industries or
by visiting the website.
Contact Number: [phone]
Website: www.stegoindustries.com
10. FILING SYSTEMS
• www.stegoindustries.com
P2 OF 2

APPENDIX B
VIMS PRODUCT SPECIFICATION SHEETS

TURBINE VENTILATORS
CONSTRUCTION SPECIFICATIONS
“A”
THROAT SIZE
GUAGE NO. OF
BRACES
BRACE
MATERIALCROWN GALV.BLADE GALV.THROAT GALV.
4 24 28 26 3 ALUMINUM
6 24 28 26 3 ALUMINUM
8 24 28 26 3 ALUMINUM
10 24 28 26 3 ALUMINUM
12 24 28 24 3 ALUMINUM
14 22 26 24 3 ALUMINUM
16 22 26 24 3 STEEL
18 22 26 24 4 STEEL
20 20 26 24 4 STEEL
24 20 26 22 4 STEEL
DIMENSIONAL AND PERFORMACE DATA
“A”
THROAT SIZE
“B”
HEIGHT
“C”
OVERALL WIDTH
EXHAUSTED
CAPACITY*
APPROX.
SHIPPING WEIGHT
4 12 10 1/4 125 5
6 14 1/2 12 3/4 147 7
8 15 14 1/4 255 8
10 16 1/4 16 1/4 425 11
12 17 19 631 13
14 19 3/4 22 3/4 700 21
16 21 3/4 25 1/2 950 31
18 24 29 1200 38
20 25 1/4 31 5/8 1700 46
24 28 1/4 35 3/4 2350 58
*4 MPHWIND CFM

APPENDIX C
MANUFACTURER SPECIFICATION SHEETS FOR MONITORING POINTS