25075_LakeWheelerAssemblage_BldgA_VIMS_Design_20240104

SECTION 1. INTRODUCTION

On behalf of SLI Capital, LLC, Mid-Atlantic Associates, Inc. (Mid-Atlantic) has prepared
this Design Submittal for a Vapor Intrusion Mitigation System (VIMS) associated with the
redevelopment project Lake Wheeler Assemblage Building A located at 1000 Hammell
Drive and 0 Lake Wheeler Road in Raleigh, North Carolina (Figure 1). Building A is one of
two buildings to be constructed during the first phase of redevelopment (Phase I
Redevelopment). The VIMS Plan for Building B will be issued as a separate document.
This Design Submittal is organized in general accordance with Vapor Intrusion Mitigation
System (VIMS) Design Submittal Requirements, NCDEQ Brownfields Program, February
2022 (VIMS Design Submittal Requirements). The site received a Letter of Eligibility from
the Brownfields Program (now known as Brownfields Redevelopment Section) dated
November 10, 2021, and was assigned Brownfields Project Number 25075-21-92. In
accordance with VIMS Design Submittal Requirements, the following project information is
provided:

Background:
Previous environmental assessments conducted at the site indicate that
chlorinated solvents are present in soil gas. The maximum concentrations of
PCE and TCE detected in soil gas at the site are 110,000 ug/m3 and 8.8 ug/m3,
respectively. The concentrations of PCE exceed soil gas-to-indoor air screening
levels for residential use adopted by the Brownfields Redevelopment Section.
Risk evaluations conducted using the North Carolina Department of
Environmental Quality Risk Assessment Calculator identified unacceptable risk of
vapor intrusion at the subject site. The source of the solvents in the soil gas
identified at the site is uncertain; however, the site was historically used for truck
maintenance and surrounding properties, primarily to the east, have long
histories of industrial use.

Since the planned redevelopment is for mixed use, which includes residential use
and volatile compounds are known present in soil gas at concentrations
exceeding screening levels, as well as exceeding acceptable risk targets, vapor
intrusion mitigation is warranted. The foundation for most of the new building is
podium with ground floor slab-on-grade retail and parking uses within the podium
foundation. Portions of the ground floor podium are subterranean. At the
southern end of the building, adjacent to the podium foundation, there are
residential apartments constructed on a grade beam foundation.

Brownfields Project Number:
25075-21-092

Parcels (Phase I Redevelopment, Building A):
1000 Hammell Drive and 0 Lake Wheeler Road

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1000 Hammell Drive and 0 Lake Wheeler Road
Raleigh, North Carolina
Parcel PINs (Phase I Redevelopment, Building A):
1703-34-5367, 1703-34-4290

Address: (Phase I Redevelopment, Building A):
1000 Hammell Drive and 0 Lake Wheeler Road, Raleigh, North Carolina

Site History (Phase I Redevelopment, Buildings A and B):
The Phase I Redevelopment site was historically used for residential purposes from
at least 1938 with commercial use starting around the 1940’s and 1950’s. The most
recent use of the site was residential along Lake Wheeler Road and commercial
truck maintenance in the southeast portion of the parcel. Figure 2 illustrates
historical sampling locations. The site is currently vacant, and all structures have
been razed.

Property Size (Phase I Redevelopment, Building A):
1.80 (Building A); 2.97 acres (Phase I Redevelopment); 6.64 acres (Entire Brownfields
Property)

Project Contacts:
Prospective Developer:
SLI Capital, LLC
Woodie Williams
2020 Progress Court
Raleigh, North Carolina 27608
Phone: [phone]
Email: [e-mail]

Consultant:
Mid-Atlantic Associates, Inc.
Daniel Nielsen, PE
409 Rogers View Court
Raleigh, North Carolina, 27610
Phone: [phone]
Email: [e-mail]

VIMS Installation Contractor:
Clancy & Theys Construction Company
Nathan Nelli
421 N. Harrington Street, Suite 200
Raleigh, North Carolina 27603
Phone: [phone]
Email: [e-mail]
Vapor Intrusion Mitigation System Design Submittal January 4, 2024
Lake Wheeler Assemblage – Building A Page 3
1000 Hammell Drive and 0 Lake Wheeler Road
Raleigh, North Carolina
Brownfields Project Manager:
Holly Samaha-Smith, PE
Mail Service Center 1646
Raleigh, North Carolina, 27699
Phone: [phone]
Email: [e-mail]

Vapor Mitigation Areas
The redevelopment will entail the removal of the existing structures. Building A will be
constructed on the northern portion of the Phase I Redevelopment. Vapor intrusion
mitigation measures will be implemented in the new building’s ground floor.

Proposed Redevelopment
The northern portion of Phase I Redevelopment will be a mixed-use building including
retail, residential and parking identified as Building A. The majority of the Building A
foundation is podium with grade beam foundations at the southern end of the building. The
parking structure is seven stories. The parking structure is surrounded by retail, building
support and residential spaces on three of its four sides up to the seventh floor. The
northeast portion of the building is a residential tower that is 20 stories tall. There are three
levels of the building which are in ground contact. Aside from parking, Level L01 ground-
contact areas include: the main lobby, leasing offices, mailroom, bike storage,
maintenance area, dog wash, trash room, FCC room, domestic water room, fire pump
room and transformer area. There are two stairs and four elevators on Level L01. There
are no residential spaces on Level L01. The ground-contact portion of Level L02 includes
additional parking, portions of two residential apartments, storage and one stair. Ground-
contact portions of Level L03 are occupied by 11 residential apartments, one stair and one
elevator. There are no ground-contact portions of Building A for Levels L04 thru L20. The
portions of Levels 01, 02 and 03 that are in ground contact are illustrated in Figure 3.

SECTION 2. DESIGN BASIS

For the northern portion of Phase I Redevelopment, Building A will be constructed and
used primarily for residential apartments with some retail use. Building A has parking and
residential use up to seven stories in portions of the building footprint. There is an
additional residential use area that terminates at nine stories. The northeast portion of the
building is a 20-story residential tower (see Attachment 1). To accommodate grade
changes at the site, there are three steps of ground contact in the foundation design.
Portions of these three levels (Level L01, L02 and L03) are used for parking, building
support facilities, lobby/leasing areas, retail and residential. Attached Table 1 summarizes
the proposed uses and Figure 3 illustrates the locations of the various use areas on the
ground floor of the proposed building. Structural details (foundation footers, slabs, etc.) are
Vapor Intrusion Mitigation System Design Submittal January 4, 2024
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included in Exhibit 1. The use of each section is categorized as parking, transient
occupancy, commercial or residential occupancy. The parking deck for this project is
seven stories and open on the southeast side where an entrance to the garage is located.
The other three sides of levels L01 and L02 of the parking garage are enclosed. Parking
decks open to ambient air on two or more sides are typically considered outdoor space
and do not warrant vapor intrusion mitigation systems. However, since the parking at this
proposed redevelopment is enclosed and soil gas assessment conducted at the site has
identified unacceptable risk associated with soil gas contaminants, the basement parking
at this site is not considered an outdoor space. Transiently occupied spaces are spaces
that tend to be occupied for brief periods of time and/or on an infrequent basis. Unlike
commercial spaces, transient spaces are spaces unlikely to be occupied by the same
person 8 hours per day, 5 days per week. These spaces are enclosed, but often not
conditioned (some communication and electrical equipment may need to be protected
from weather extremes). Due to the enclosed nature of these spaces, vapor intrusion
mitigation may be warranted. However, the low occupancy time (usually less than 1
hour/day) associated with these spaces suggests that passive mitigation measures are
sufficient. Table 1 includes a summary of the transiently occupied ground floor spaces
identified at the proposed building. Commercial and residential spaces are those that are
likely to be occupied for extended periods of time by the same individual. Therefore, for
these spaces, active VIMS is warranted. The spaces in the building that fit this category
have been summarized in Table 1 as well.

For transiently occupied spaces (parking, trash rooms, transformer room, storage rooms,
FCC room, elevators, and stairs), vapor intrusion mitigation will be accomplished using a
chemical resistant barrier, VaporBlock Plus 20, to interrupt contaminant migration
pathways into the building envelope. VaporBlock Plus 20 is designed specifically for
vapor intrusion mitigation and the manufacturer states that it is effective at retarding the
migration of PCE and TCE which are present at the site. The locations of the
VaporBlock Plus 20 placement are illustrated in Figure 3. These locations as well as
site-specific construction details associated with the VaporBlock 20 Plus are included in
the design (Exhibit 1). The barrier will be installed in place of a typical moisture barrier
in accordance with the manufacturer’s instructions (Exhibit 2). In these transiently
occupied spaces, the base course (typically stone) is overlain with taped-seam
VaporBlock Plus 20. The seams are to overlap a minimum of 12 inches and
penetrations (pipes, conduits, etc.) and columns are sealed in accordance with
manufacturer recommendation using manufacturer-approved materials. The concrete
floor will be poured over these layers. The VaporBlock Plus 20 will be placed on walls
that are in contact with soil and along elevator pit side walls that are in contact with soil
(if these walls connect to an occupied enclosed space). The contractor may elect to use
AVM Aussie Mate 580-AL membrane barrier, comprised of both a waterproofing
membrane and VOC barrier, on walls in lieu of VaporBlock Plus 20 combined with a
conventional waterproofing product. The AVM Aussie Mate 580-AL membrane barrier is
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designed as a chemical vapor barrier combined with a waterproofing membrane and is
effective at retarding migration of site-specific contaminants, including PCE and TCE.
Product information for the AVM Aussie Mate 580-AL membrane barrier is included in
Exhibit 2. Trench dams intended to retard the lateral migration of vapors in utilities are
not necessary for this mitigation system. Major electrical utilities originate within the
building footprint in the transformer vault and terminate in the nearby transiently
occupied electrical room to the north, also located within the building footprint (i.e., they
do not create preferential pathways connecting areas outside the building footprint). As
an additional measure, utility banks located in the electrical room will be sealed using
epoxy in conjunction with the vapor barrier. Minor electric and water lines are sealed at
their penetrations thru the foundation. In addition, the proposed membrane barrier and
depressurization system is sufficient to prevent intrusion of vapor migration associated
with minor utilities.

In the commercial and residential spaces (residential apartments, a lobby/leasing area,
maintenance office and retail areas; due to construction considerations, the bike storage,
dog wash, and stair 1 are also included) where longer occupancy durations can be
expected, the VaporBlock Plus 20-based vapor intrusion mitigation will be augmented
with sub-slab soil gas depressurization (see Exhibit 1 for details). For these areas, a 6”
layer (minimum) of washed #57 stone that is overlain with the taped-seam polyethylene
vapor barrier (VaporBlock Plus 20) will be placed to create a soil gas plenum. The
concrete floor will be poured over these layers.

Sub-slab depressurization will be accomplished using vapor pits or perforated polyvinyl
chloride (PVC) pipe. Each vapor pit is exposed to the sub-slab plenum and fit with a
solid PVC pipe. When perforated PVC pipes are used, these pipes are placed laterally
in the gravel layer and are connected to a solid PVC pipe. The solid PVC pipe (running
either from the vapor pit or the perforated pipe laterals) is routed horizontally under the
slab to a convenient location where it turns vertical (riser) through the building to the
roof or to another suitable outdoor location. A fan is placed on the pipe above roof level
(outside the building envelope) or another suitable outdoor location. The operation of
the fan (Exhibit 2) moves air from the sub-slab soil gas plenum and discharges it to the
atmosphere above the roof or other suitable outdoor location. This movement of air
creates a zone of low-pressure under the concrete floor of the building (sub-slab
depressurization). The low-pressure zone interrupts the pathway of VOCs emanating
from beneath the plenum and prevents them from entering the building envelope.

The design of the depressurization system is based on the 2018 ANSI document Soil
Gas Control Systems in New Construction of Buildings (CC-1000 2018). Evaluation of
the building design indicated that nine soil gas plenums are required to address the
areas targeted for active mitigation (sub-slab depressurization). The plenum locations
are illustrated in Figure 3 and the characteristics of the plenums are summarized in
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Table 2.

All solid piping will be 4 or 6-inch diameter. In accordance with CC-1000 2018, the
discharge points will be a minimum of 18 inches above the roof deck or 10 (4-inch pipe)
or 12 (6-inch pipe) feet above grade. The trajectory of the exhaust at a 45-degree radius
from the centerline of the discharge point and within 10 or 12 feet of the discharge point
cannot impinge on operable openings in buildings, building materials, or breathing
space. The trajectory of the exhaust at an 11-degree radius from the centerline of the
discharge point and within 20 or 25 feet of the discharge point cannot impinge on
operable openings in buildings, attic ventilation openings, building materials, or
breathing space. The discharge point can be no more than 45 degrees from a vertical
orientation. The piping will also be labeled on each floor of the building and no greater
than 10-foot intervals as shown in Exhibit 1.

The target pressure differential between the sub slab and the adjacent indoor space is 4
Pascals or greater. The vacuum at the riser pipe near the fan will be monitored by a
vacuum transducer (Exhibit 2). In the event insufficient vacuum is identified by the
transducer, a signal will be sent to a monitoring panel located in the Level L01
Maintenance Room. Normal operation will be annunciated by a green light and the fault
condition (low vacuum) will be annunciated by a red light and audible alarm (Exhibit 2).

An alternative wireless web-based monitoring system (Sensaphone WSG30; Exhibit 2)
may be implemented in lieu of the hard-wired analog system described above. In the
wireless system, each pressure switch is wired to a transmitter. A single 30-channel
receiver is located in the Level L01 Maintenance Room. This receiver is connected to
the internet. The control panel (dashboard) is accessed by a computer via the internet.
The system is capable of sending phone messages, texts and/or emails to VIMS system
operators in the event of a fault condition.

The influence of the active VIMS beneath the slab will be evaluated by monitoring the
pressure differential at the following sub-slab monitoring points:
 One monitoring point in the maintenance office (Level L01)
 One monitoring point in bike storage/dog wash area (Level L01)  One monitoring point in the mail room/offices (Level L01)
 Two monitoring points in the leasing office/lobby area/stair 1/elevators 2, 3, and 4
(Level L01)  Two monitoring points in the retail area (Level L01)
 One monitoring point in hall adjacent to 1.5 apartments (Level L02)
 Three monitoring points in janitorial and electrical closets near/in 11 apartments
(Level L03)

An additional monitoring point will be installed at three locations that are not within sub-
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slab depressurization zones, which include stair 2/elevator 4, stair 3, and stair 4/elevator
5. The 14 sub-slab monitoring points are summarized in Table 3, the locations are
illustrated in Figure 3 and construction details are included in Exhibit 1. The active
VIMS will cover 22,500 ft2 and be monitored by 11 points for an average monitoring
point density of 2,000 ft2 per monitoring point. The non-parking barrier-only VIMS covers
approximately 7,200 ft2 and is monitored by three points for a monitoring density of
approximately 2,400 ft2 per point. No monitoring points are planned in the parking
areas.

SECTION 3. QUALITY ASSURANCE/QUALITY CONTROL

To satisfy Brownfields Redevelopment Section QA/QC requirements, it is imperative that
the VIMS system components be inspected by the North Carolina Professional Engineer
or his/her representative before the components are covered by building materials. For
the areas where depressurization systems will be constructed, inspections will be
conducted of the gravel layer, the vapor collection pit, and the sub-slab piping (perforated
or solid) prior to placement of the VaporBlock 20 Plus vapor barrier. For all areas with
vapor mitigation infrastructure, inspections will also be conducted after placement of the
VaporBlock 20 Plus prior to pouring the concrete floor. Since multiple penetration utility
banks are common leak locations, each penetration bank must be inspected and a
dedicated inspection entry log developed. Inspections will be conducted under the
supervision of a qualified North Carolina Professional Engineer, will be documented in
writing, and will include photographic documentation. Modifications to the design required
during construction will be approved by the North Carolina Professional Engineer and
documented. The Brownfields Redevelopment Section will be notified no less than two
business days prior to the planned inspections. Smoke testing will be used to evaluate the
integrity of the vapor barrier.

SECTION 4. POST-CONSTRUCTION/PRE-OCCUPATION SYSTEM
EFFECTIVENESS TESTING

The sub-slab monitoring points included in the VIMS Design (Figure 3, Exhibit 1) will be
installed prior to placement of poured concrete floors. The Vapor Pin insert for each
monitoring point will be embedded in the concrete slab. Following installation of a Vapor
Pin into the insert, a protective cover will be placed on the barb of the Vapor Pin and the
monitoring point will be capped with a stainless-steel cover (Exhibit 1). Sub-slab soil gas
samples will be collected from the 11 monitoring points located in sub-slab
depressurization areas. The samples will be collected after the depressurization has been
deactivated for a minimum of 48 hours. Sub-slab soil gas samples will also be collected
from the three monitoring points located in non-depressurized areas. Each soil gas sample
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Raleigh, North Carolina
(total of 14) and one duplicate sample will be tested using the EPA Compendium Method
TO-15. The Brownfields Redevelopment Section will be notified no less than two business
days prior to the planned sampling.

Each sub slab soil gas sample will be collected using dedicated ¼-inch diameter Teflon®
lined tubing for the sample train construction. Prior to sampling, the soil vapor points will be
purged using a syringe to evacuate a minimum of three volumes of air from the full
sampling train at a maximum flow rate of 200 milliliters per minute (mL/min). A laboratory-
supplied 1-liter batch-certified Summa canister with a calibrated flow regulator will be
connected to the tubing at each sampling point using a ferrule to form an air-tight seal.
Leak checks will be performed by placing a shroud over the sampling location and entire
sampling train (tubing, 3-way valve, regulator, and Summa canister) and saturating the air
within the shroud with helium gas. A helium gas detector will be used to determine the
concentration of helium in the shroud. Helium concentrations of 200,000 to 300,000 parts
per million will be maintained within the shroud. The sampling point will then be purged
into a Tedlar® bag, with the collected vapor analyzed by the helium gas detector to
confirm that the Tedlar® bag did not contain a helium concentration greater than 10% of
that detected in the shroud. If this condition is not met, tubing connections will be checked
and, if necessary, a new sampling train will be constructed. The process will be repeated
until a successful leak check is achieved.

Following purging and a successful leak check, the canister’s intake valve will be opened
to collect the sub-slab vapor sample. The duration of sampling will be approximately five
minutes per sample based on the volume of the sample container at a flow rate of 200
ml/min (if sample container size changes, the flow rate may be adjusted as necessary to
not exceed a sample collection rate of 200 ml/min). The sampler will record the serial
numbers of the flow controller and Summa canisters, documenting the beginning and
ending vacuum pressures and duration of the sampling event on the canister tag and in
field notes. If the vacuum pressure of a canister prior to sampling is more than 10% lower
than the vacuum documented at the laboratory prior to shipment, the canister will not be
used for sampling. The flow choke will then be opened and the sample will be collected at
the proposed sample rate. Sampling will cease after the planned five-minute sampling
period or when the flow choke reaches 5 inches of mercury vacuum. One duplicate soil
gas sample will be collected. Once the primary sample is collected, the duplicate Summa
canister and regulator will be attached to the same port and leak tested. If the seal around
the sampling port and sample train fittings are considered acceptable, the duplicate
sample will be collected as described above. The fourteen soil gas samples plus one
duplicate sample will be delivered under chain-of-custody control to an AIHA-LAP, LLC-
certified laboratory for analysis by EPA Compendium Method TO-15. The laboratory will
be instructed to provide reporting limits below the NCDEQ Residential Soil Gas Screening
Levels. Estimated concentrations will be reported as “J” flags. Laboratory Level II QA/QC
will be provided.
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During the Data Gap Assessment (report dated September 19, 2022) for the subject site,
13 soil gas samples were collected. Using the highest detected concentration of all
detected VOCs sitewide in soil gas, a Hazard Index (HI) of 81 was determined for soil gas-
to-indoor air under the residential scenario using the DEQ Cumulative Risk Calculator. The
presence of PCE in one sample at a concentration of 110,000 ug/m3 was the principal
reason for the elevated HI. Of the 13 samples collected, TCE was detected in seven
samples at a maximum concentration of 8.8 ug/m3, which is below the soil gas to indoor air
screening level of 14 ug/m3. The Brownfields Redevelopment Section is using the draft
Division of Waste Management Minimum Mitigation and Sampling Requirements for
Reuse (February 2023) Matrix (Matrix) to determine pre- and post-occupancy sampling
requirements. The Matrix indicates that for HI >1.0 with TCE detected, residential use and
active mitigation, pre-occupancy indoor air and sub-slab vapor sampling is required.

A total of 14 indoor air samples will be collected. All indoor air samples will be co-located
with sub-slab monitoring points described above. The indoor air samples will be paired
with the 11 sub-slab soil gas samples collected in the depressurization area (MP-1, 2, 3, 4,
5, 6, 7, 9, 12, 13 and 14 Figure 3). These samples will be collected before the sub-slab
samples have been collected while the depressurization system is active. Indoor air
samples (paired with sub-slab samples MP-8, 10, and 11) will also be collected at stairs 1
thru 4, as well as elevators 1 thru 5 (Figure 3). Combined, these 14 indoor air samples
provide coverage over the entire occupied building ground contact footprint in addition to
targeting stairs, elevators, and depressurization areas. During this indoor air sampling
event, a duplicate and ambient air sample will also be collected. For the duplicate indoor
air sample, the primary and duplicate sample canisters will be placed side-by-side with
their inlets within three feet of each other and the samples will be collected simultaneously.

Each indoor air sample will be collected from approximately 3-5 feet above the floor. One
ambient outdoor air sample will also be collected at an upwind location. The eight-hour air
samples will be collected using individually certified, 6-liter, stainless steel Summa
canisters at a maximum pre-determined flow rate of 8-10 ml/min by using the laboratory-
provided flow regulator. The initial vacuum displayed on the laboratory-provided vacuum
gauge on the Summa/flow regulator will be recorded. The laboratory-provided Summa
canister will be filled such that the final vacuum in the canister is at least 5 inches of
mercury and the final reading will be recorded on the chain of custody. The air samples will
be collected in accordance with the Vapor Intrusion Guidance document (March 2018).
The 14 indoor air samples plus one duplicate and one ambient outdoor air sample will be
delivered under chain-of-custody control to an AIHA-LAP, LLC-certified laboratory for
analysis by EPA Compendium Method TO-15.

In addition to soil gas and indoor air assessment, the influence of the sub-slab
depressurization system located in Levels L01, L02 and L03 will be documented by
measuring the pressure differential between the vapor monitoring points located in the soil
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gas plenum and the ambient air above each soil gas plenum. Pressure differentials less
than 4 Pascals may trigger system adjustment to achieve this pressure differential goal.

The results of the sub-slab soil gas testing, indoor air testing and pressure differential
readings will be provided to the Brownfields Redevelopment Section prior to occupancy of
the building. In situations that are time critical, Brownfields Redevelopment Section may be
able to review laboratory data to determine if occupancy is appropriate prior to the
completion of a formal report. The buildings cannot be occupied until the Brownfields
Redevelopment Section has provided written approval.

The building design may implement ‘pour back’ areas in retail spaces (depending on the
timing of retail space occupancy). If pour back areas are necessary, they will be managed
in accordance with Section 6.0. Prior to building occupancy, the spaces with pour back
areas will be locked to prevent building residents from entering these spaces. The integrity
of the temporary barrier will be evaluated monthly as described in Section 6.0. If chronic
breaches of the temporary barrier occur due to construction activities, a protective layer of
stone or other materials will be placed on the temporary barrier. Potential future repairs or
modification affecting the VIMS will be addressed in accordance with Section 6.

SECTION 5. POST-OCCUPANCY TESTING

Sub-slab soil gas sampling and indoor air sampling will continue on a semi-annual basis
until written approval from the Brownfields Redevelopment Section to cease or modify
the sampling is issued. Semi-annual sampling, which may include the pre-occupancy
sampling, will be required for no less than two years before adjustments to the sampling
can be considered. Sub-slab soil gas and indoor air post-occupancy samples will be
analyzed for EPA Method TO-15 (full list). Post-occupancy sampling requirements can
be adjusted, with BRS approval, independently at different locations within the site.
Post-occupancy pressure differential measurements will be collected at each vapor
monitoring point where sub-slab depressurization is deployed (11 locations). These data
will be collected monthly and reported quarterly for one year. Measurements collected
after the first year of system operation will be reported with the annual Land Use
Restriction Update. If these data indicate consistent satisfactory depressurization, a
request to the BRS will be made to reduce or terminate monitoring. Changes to the
monitoring schedule require BRS approval prior to being implemented.

Note that if evaluation of pre-occupancy indoor air and sub-slab soil gas testing using the
DWM Cumulative Risk Calculator shows no unacceptable risk, the operation of the
depressurization VIMS may not be necessary. The PD may elect to terminate the system
operation; however, written approval from DEQ is required prior to making operational
changes. To determine if operation is necessary, indoor air sampling will be conducted at
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the 11 locations (near MP-1 through 7, MP-9, MP-12 through 14) quarterly for one year
after depressurization VIMS operation is terminated. This scope is subject to change and
will require DEQ approval prior to performance. These data will be used, in consultation
with the BRS, to determine if a) operation of the depressurization system is necessary, b)
continued monitoring with the depressurization system while idle is warranted, or c)
operation of the depressurization system is unnecessary.

SECTION 6. FUTURE TENANTS & BUILDING USES

Tenants of the building will be notified that the property is a Brownfields Property in
accordance with the Brownfields Agreement. Tenants will also be made aware of the
presence of the VIMS to prevent future tampering or damage to the system. There are
ground floor residential and commercial tenant spaces in the building. All future
upgrades or repair activities will be conducted by or under the direction of the Building
Maintenance Department. Personnel in the Building Maintenance Department who
operate the VIMS will review the proposed construction plans to identify potential
conflicts with the VIMS. If conflicts are identified, alternative plans will be considered. If
disruptions to the VIMS cannot be avoided, repairs/modifications to the VIMS will be
inspected under the supervision of a qualified North Carolina Professional Engineer in
accordance with Section 3.

“Pour back” areas may be required in the retail portions of building. These areas will
initially be constructed with ribbon slab around the perimeter of the space. The
membrane barrier will be located under the ribbon slab and extend one foot out from the
ribbon slab to facilitate sealing the remainder of the barrier when it is installed at a later
date. The washed stone layer will be placed throughout the retail space and will be
covered with a temporary 10 mil plastic sheet in the slab-void area. The solid horizontal
pipe(s) will be stubbed into the space terminating just beyond the ribbon slab. The vapor
pit in these areas will not be constructed until utility runs for the future tenant are
designed. The BRS will be notified at least two business days in advance of tenant upfit
activities. The store front in these spaces may not be installed until the future tenants
have determined how they will be configured. Therefore, these spaces will essentially
be open to the outdoors for the majority of construction. When the spaces are enclosed,
supplemental ventilation in the form of high-capacity fans will be utilized to introduce
fresh air into the space.

If occupancy of the building is planned prior to completion/operation of the VIMS in
these retail spaces, an initial indoor air sample will be collected (with supplemental
ventilation operational) at the same time as the other pre-occupancy samples required
in the other portions of the building to determine if occupancy is appropriate and
confirmed by written approval from the Brownfields Redevelopment Section. If any
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portion of the building is subsequently occupied while the slab remains left out, the
supplemental ventilation will operate continuously, and one indoor air sample will be
collected monthly from the retail space(s) until the VIMS is fully operational and
demonstrated effective in the space. Depending on results of the initial sample, the
need for additional sampling in other occupied spaces will be evaluated. During these
monthly sampling events, the integrity of the temporary barrier will be inspected and
necessary repairs made. Access to the pour-back area will also be restricted.
Inspections of the VIMS components in the retail space during tenant upfits will occur
throughout the installation process as described in Section 3 to ensure the system is
constructed according to this design. Per the NCDEQ VIMS Design Submittal
Requirements document (February 2023), communication testing in the pour back area
“will be required after completion of each of the following events: 1) preventative
measures implemented when the barrier is removed; 2) once the pour back area VI
barrier has been installed; 3) following completion of tenant up-fit activities; 4) prior to
pouring the concrete floor slab; and 5) following repair of any damage to the VI Barrier.”
Following completion of VIMS construction in the retail space (and assuming another
portion of the building has been occupied), post-occupancy testing (i.e., indoor air and
sub-slab soil gas) will then be conducted within the space from the two newly installed
monitoring points (MP-6/IA-6 and MP-7/IA-7) as described in Section 5 and the results
provided to the BRS. The interim indoor air quality monitoring and VIMS construction
activities will be conducted under the direction of a North Carolina Professional
Engineer. The activities associated with monitoring and VIMS operation in the retail
space will be documented in a letter that includes photographs of the barrier prior to the
pour.

If significant modifications of VIMS components or monitoring points is required during
construction or during subsequent occupancy, a VIMS Modification Proposal, which will
include the reason for the proposed changes and illustrations of the proposed changes,
will be submitted to the Brownfields Redevelopment Section for approval prior to
implementing.

SECTION 7. REPORTING

Within 60 days following completion of the initial post-construction testing (Sections 4
and 5), a final submittal document will be developed and sealed by a North Carolina
Professional Engineer that includes:

 Summary of installation, QA/QC measures and post-construction/pre-occupancy
system effectiveness testing results;
 A summary of significant deviations from the approved plan and their potential to
impact public health;
Vapor Intrusion Mitigation System Design Submittal January 4, 2024
Lake Wheeler Assemblage – Building A Page 13
1000 Hammell Drive and 0 Lake Wheeler Road
Raleigh, North Carolina
 A statement from the North Carolina Professional Engineer providing an opinion
of whether the VIMS was delivered in a condition consistent with the VIMS
design and objectives;  As-built drawings (signed by North Carolina Professional Engineer);
 All inspection logs including photographs and field notes;
 An index of, and Safety Data Sheets for, materials used during construction that
could contribute to background indoor air contamination; and
 The following statement sealed by a North Carolina Professional Engineer:

“The Vapor Intrusion Mitigation System (VIMS) detailed herein is designed to
mitigate intrusion of subsurface vapors into the subject building from known
Brownfields Property contaminants in a manner that is in accordance with the
most recent and applicable guidelines including, but not limited to, DWM Vapor
Intrusion Guidance, Interstate Technology & Regulatory Council (ITRC)
guidance, and American National Standards Institute (ANSI)/American
Association of Radon Scientists and Technologists (AARST) standards. The
sealing professional engineer below is satisfied that the design and its installation
are fully protective of public health from known Brownfields Property
contaminants.”

Reminder: The building cannot be occupied until the Brownfields Redevelopment
Section has provided written approval.

SECTION 8. DESIGN SUBMITTAL EXHIBITS

In accordance with the VIMS Design Submittal Requirements, the following figures and
exhibits are attached:

Figure 1 General Site Location Map (with scale and north arrow)
Figure 2 Site Map (with scale, north arrow, historic sample locations, historic
structures, and proposed building location)
Figure 3 VIMS Schematic

Table 1 Ground Contact Space Summary
Table 2 Sub-Slab Depressurization Plenums
Table 3 Sub-Slab Monitoring Points

Exhibit 1 VIMS Plans and Specifications
Exhibit 2 Material/Equipment Information
Exhibit 3 Safety Data Sheets
Vapor Intrusion Mitigation System Design Submittal January 4, 2024
Lake Wheeler Assemblage – Building A Page 14
1000 Hammell Drive and 0 Lake Wheeler Road
Raleigh, North Carolina
Exhibit 4 Historical Data Tables
Exhibit 5 Completed Vapor Intrusion Mitigation System (VIMS) Design Submittal
Requirements Checklist

Attachment 1 Levels L01 thru L20 Plans

SECTION 9. SPECIAL CONSIDERATIONS FOR RETROFITS

The proposed redevelopment does not require retrofits.

REFERENCES

The following references were used in the development of this VIMS Design package:

Soil Gas Control Systems in New Construction of Buildings (CC-1000 2018),
ANSI/AARST, 2018.

Technical Resources for Vapor Intrusion Mitigation, ITRC, December 2020.

Vapor Intrusion Guidance, North Carolina Division of Waste Management (Version 2),
March 2018.

Minimum Mitigation and Sampling Requirements for Reuse (Draft), North Carolina
Division of Waste Management, February 2023.

FIGURES

´
GENERAL LOCATION MAPLAKE WHEELER ASSEMBLAGE HAMMELL DRIVE, LAKE WHEELER ROAD, AND SOUTH SAUNDERS STREET RALEIGH, WAKE COUNTY NORTH CAROLINA
DRAWN BY:DATE:
ENG. CHECK:
JOB NO:
APPROVAL:
DRAFTCHECK:GIS NO:
DWG NO:
REFERENCES:
SCALE:
NOVEMBER 2020
000R3633.00
3G-R3633.00-11
1. RALEIGH WEST , NC DIGITAL RASTER GRAPHICS, USGS. SCANNED FROM 1:24,000 TOPOGRAPHIC MAPS, PUBLISHED 2013, USGS.2. INSERT MAP DIGITAL DATA FROM 2002 NATIONAL TRANSPORTATION ATLAS, BUREAU OF TRANSPORTATION STATISTICS, WASHINGTON D.C.3. PROPERTY BOUNDARY DATA FROM NC ONEMAP.
CONTOUR INTERVAL = 10 FEET
0 1,000 2,000Feet
PHASE IREDEVELOPMENT
1:12,000
KRC
WAKE§¨¦I440
§¨¦I4
0
§¨¦U64
§¨¦U70
§¨¦I40
DHN
DHNDHN
AREA SHOWN WITHINWAKE COUNTY
#*#*#*#*#*#*
#*
^_
#*
#*
#*
#*
#*
#*
#*#*
#*
#*#*
#*
$+
$+
CommercialBuilding Service
Vaca
n
t
Proposed Building A 10
Ham
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D
r
S S
a
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r
s

S
t
Fulle
r

S
t
Curfma
n

S
t
S S
a
u
n
d
e
r
s

S
t
S S
a
u
n
d
e
r
s

S
t
Palmer D
r
Lake W
h
e
e
l
e
r

R
d
11
14
12
15
13
9
NCCGIA, NC911 Board
´
DRAWN BY:KRC
Legend
$+Sub-Slab Soil Gas Sample Location (2022)
#*Exterior Soil Gas Sample Location (2022)
^_Soil, Groundwater, and Exterior Soil Gas Sample (2022)
#*Hand Auger Sample Location (2022)
Proposed Building Footprint
Map ID
Subject Property
Property Boundaries
1
Map ID Parcel Address Owner
9 1201 Lake Wheeler Road Caba Properties II, LLC
10 1205 Lake Wheeler Road Dix Park East, LLC
11 1209 Lake Wheeler Road Dix Park East, LLC
12 1213 Lake Wheeler Road Dix Park East, LLC
13 1215 Lake Wheeler Road Dix Park East, LLC
14 1217 Lake Wheeler Road Dix Park East, LLC
15 1008 Hammell Drive Dorothea Dix Development, LLC
DHN
DHN
NOTE: ONLY PARCELS ASSOCIATED WITH PHASE I REDEVELOPMENT ARE LISTED. FORMER BUILDINGS AT THE BROWNFIELDS PROPERTY HAVE BEEN DEMOLISHED.
ELECTRICAL
GENERATOR
G106
FIRE PUMP
ROOM
G107
DOMESTIC
WATER SUPPLY
G105
TRASH ROOM
C101
ELEV. LOBBY
C102
VESTIBULE
ST2
STAIR 2
ELEV 4
ELEV. 4
W1a UL #U419
W1a UL #U419
0051
VESTIBULE
0049
MAILROOM
0044
OFFICE
0043
LEASING
0040
VESTIBULE
0041
LOBBY
ELEV 2
ELEV 2
ELEV 1
ELEV 1
C104
ELEV. LOBBY
ELEV 3
ELEV. 3
ST1
STAIR 10048
UNISE
RESTROOM A0052
MECH
0047
CONF. ROOM
0045
OFFICE
0046
HALLWAY
R002
RETAIL TRASH
0042
FCC
A0057
MAINTENANCE
0056
WORK ROOM
0053
HALLWAY
0055
BIKE STORAGE
0054
PET WASH
0059
MAINT.
BATHROOM
0058
AN
TRANSFORMERSTORAGETRASH
DN
GARAGE SOUTH
ENTRANCE
REFER TO GARAGE PLANS
BELOW GRADE
ST3
STAIR 3
C200
B4BP
U215
B4BP
U216
7R
C105
ST302
PE
D
E
S
T
R
I
A
N

P
A
T
H
W
A
Y
4" BOLLARDS
PROVIDE CONTINUOUS WATERPROOFING
AND DRAINAGE COMPOSITE BOARD FOR ALL
RETAINING WALL CONDITIONS PROVIDE
GRAVEL BACKFILL FOR HEIGHT OF WALL
WITH FOUNDATION DRAIN TIED TO STORM
SEWER. REF: PLUMBING DRAWINGS, TYP.
1.7
7
%
C205C204
C204
STOR.
C205
MECH.
C105
EGRESS
PASSAGEWAY
STORAGE
C315
TRASH
C313
VESTIBULE
ELEV 5
ELEV 5
ST4
STAIR 4
C312
C
C311
MECH. ELEC.
N
N
N
JI
E
TABLES
Approximate
Area (ft2)Space Type Residential
Above?VIMS Type
Level L01
Maintenance office 1,400 Commercial Yes Active
Bike storage, dog wash 1,500 Commercial Yes Active
Mail room, office space 2,000 Commercial Yes Active
Leasing offices, lobby, stair 1 2,800 Commercial Yes Active
Retail 4,200 Commercial Yes Active
Elevators 1, 2 and 3, FCC 600 Transient Yes Passive
Elevator 4, stair 2, trash, fire, water 2,800 Transient Yes Passive
Electrical, generator 1,500 Transient No Passive
Parking* 15,200 Transient No Passive
Transformer, trash, storage area 3,000 Transient No Passive
Level L02
Apartments (1.5) 1,500 Residential Yes Active
Stair 3, storage room 900 Transient Yes Passive
Parking* 9,600 Transient No Passive
Level L03
Apartments (11) 7,500 Residential Yes Active
Elevator 5, stair 4, trash, corridor 1,400 Transient Yes Passive
*Due to the enclosed construction of the parking deck, this space is considered transiently occupied.
Location
TABLE 1
GROUND CONTACT SPACE SUMMARY
LAKE WHEELER ASSEMBLAGE - BUILDING A
1000 HAMMELL DRIVE AND 0 LAKE WHEELER ROAD
RALEIGH, NORTH CAROLINA
BROWNFIELDS PROJECT NO. 25075-21-92
MID-ATLANTIC JOB NO. 000R3633.00
Plenum
ID
Plenum
Area
(ft2)*
Perforated
Pipe Run (ft)
Vapor
Collect
Pit(s)
Monitoring
Points
Riser
Pipe
Diameter
(in)
Equivalent
Pipe Run
(ft)**
Rn 4EC-4
Fan(s)
Level L01
Maintenance office P-1 1,400 N/A 1 1 4 100 1
Bike storage, dog wash P-2 1,500 N/A 1 1 4 100 1
Mail room, offices P-3 2,000 N/A 1 1 4 150 1
Leasing office, lobby, stair 1 P-4 2,800 N/A 2 2 4/4 160/100 2
Retail P-5 4,200 N/A 2 2 4/4 150/160 2
Level L02
Apartments (1.5) P-6 1,500 N/A 1 1 4 90 1
Level L03
Apartments (3) P-7 2,400 180 N/A 1 4 80 1
Apartments (5) P-8 3,100 200 N/A 1 4 80 1
Apartments (3) P-9 2,000 110 N/A 1 4 70 1
*Maximum ANSI CC-1000 2018 recommended plenum areas with inspected plenums and 4 or 6 inch duct is 6,200 or 14,000 ft2
**Maximum ANSI CC-1000 2018 recommended pipe run for 4 or 6 inch duct is 150 or 440 equivalent feet
MID-ATLANTIC JOB NO. 000R3633.00
Location
TABLE 2
SUB-SLAB DEPRESSURIZATION PLENUMS
LAKE WHEELER ASSEMBLAGE - BUILDING A
1000 HAMMELL DRIVE AND 0 LAKE WHEELER ROAD
RALEIGH, NORTH CAROLINA
BROWNFIELDS PROJECT NO. 25075-21-92
Monitoring Point ID Depressurization
Area?
Level L01
Maintenance office MP-1 Yes
Bike stoarage, dog wash MP-2 Yes
Mail room, offices MP-3 Yes
Elevator 3, stair 1 MP-4 Yes
Offices, lobby, elevators 1 & 2 MP-5 Yes
Retail MP-6, MP-7 Yes
Elevator 4, stair 2, trash, fire,
water MP-8 No
Level L02
Apartments (1.5) MP-9 Yes
Stair 3 MP-10 No
Apartments (11) MP-11, MP-12, MP-13 Yes
Elevator 5, stair 4 MP-14 No
Level L03
BROWNFIELDS PROJECT NO. 25075-21-92
MID-ATLANTIC JOB NO. 000R3633.00
Location
TABLE 3
SUB-SLAB MONITORING POINTS
LAKE WHEELER ASSEMBLAGE - BUILDING A
1000 HAMMELL DRIVE AND 0 LAKE WHEELER ROAD
RALEIGH, NORTH CAROLINA
EXHIBIT 1

VIMS DESIGN
JI
E
VAPOR INTRUSION MITIGATION SYSTEM (VIMS)
MACK REAL ESTATE GROUP AND SLI CAPITAL
LAKE WHEELER ASSEMBLAGE BUILDING A
1000 HAMMELL DRIVE AND 0 LAKE WHEELER ROAD
RALEIGH, NORTH CAROLINA
JI
E
ELECTRICAL
GENERATOR
G106
FIRE PUMP
ROOM
G107
DOMESTIC
WATER SUPPLY
G105
TRASH ROOM
C101
ELEV. LOBBY
C102
VESTIBULE
ST2
STAIR 2
ELEV 4
ELEV. 4
W1aUL #U419
W1a UL #U419
0051
VESTIBULE
0049
MAILROOM
0044
OFFICE
0043
LEASING
0040
VESTIBULE
0041
LOBBY
ELEV 2
ELEV 2
ELEV 1
ELEV 1
C104
ELEV. LOBBY
ELEV 3
ELEV. 3
ST1
STAIR 10048
UNISE
RESTROOM A0052
MECH
0047
CONF. ROOM
0045
OFFICE
0046
HALLWAY
R002
RETAIL TRASH
0042
FCC
A0057
MAINTENANCE
0056
WORK ROOM
0053
HALLWAY
0055
BIKE STORAGE
0054
PET WASH
0059
MAINT.
BATHROOM
0058
AN
TRANSFORMERSTORAGETRASH
C315
TRASH
C313
VESTIBULE
ELEV 5
ELEV 5
ST4
STAIR 4
C312
C
C311
MECH. ELEC.
DN
GARAGE SOUTH
ENTRANCE
REFER TO GARAGE PLANS
BELOW GRADE
ST3
STAIR 3
C200
B4BP
U215
B4BP
U216
7R
C105
ST302
PE
D
E
S
T
R
I
A
N

P
A
T
H
W
A
Y
4" BOLLARDS
PROVIDE CONTINUOUS WATERPROOFING
AND DRAINAGE COMPOSITE BOARD FOR ALL
RETAINING WALL CONDITIONS PROVIDE
GRAVEL BACKFILL FOR HEIGHT OF WALL
WITH FOUNDATION DRAIN TIED TO STORM
SEWER. REF: PLUMBING DRAWINGS, TYP.
1.7
7
%
C205C204
C204
STOR.
C205
MECH.
C105
EGRESS
PASSAGEWAY
STORAGE
JI
E
N
N
NN
DN
DN
T/SLAB= 309'-0"
T/SLAB= 307'-0"
T/SLAB= 310'-5"
T/SLAB= 310'-0"
DNDN
T/SLAB= 308'-0"
T/SLAB= 314'-0"
T/SLAB= 310'-0"
T/SLAB= 316'-6"T/SLAB= 314'-0"
T/
F
N
D
=
3
0
8
'
-
6
"
T/
F
N
D
=
3
0
6
'
-
6
"
T/
F
N
D
=
3
1
0
'
-
6
"
T/
F
N
D
=
3
0
8
'
-
6
"
T/
F
N
D
=
3
1
2
'
-
6
"
T/
F
N
D
=
3
1
0
'
-
6
"
T/
F
N
D
=
3
1
4
'
-
6
"
T/
F
N
D
=
3
1
2
'
-
6
"
T/
F
N
D
=
3
1
6
'
-
0
"
T/
F
N
D
=
3
1
4
'
-
6
"
T/FDN= 306'-6"
T/SLAB= 316'-0"
T/
F
N
D
=
3
1
5
'
-
9
"
T/
F
N
D
=
3
1
6
'
-
9
"
T/
F
N
D
=
3
1
3
'
-
9
"
T/
F
N
D
=
3
1
5
'
-
9
"
T/
F
N
D
=
3
1
2
'
-
9
"
T/
F
N
D
=
3
1
3
'
-
9
"
T/
F
N
D
=
3
1
2
'
-
9
"
T/
F
N
D
=
3
1
1
'
-
9
"
312'-6"
T/FTG
LAN
JI
E
T/SLAB= 339'-0"
T/SLAB= 327'-0"
T/SLAB= 323'-0"
T/SLAB= 319'-6"
T/SLAB= 316'-6"T/SLAB= 314'-0"
T/FDN= 317'-0"
T/FDN= 312'-6"
T/SLAB= 319'-6"
T/SLAB= 319'-6"
JI
E
LAN
LAN
1/
4
"

/

1
'
-
0
"

S
L
O
P
E
1/
4
"

/

1
'
-
0
"

S
L
O
P
E
1/4" / 1'-0" SLOPE
1/4" / 1'-0" SLOPE
CONDENSERS ON SLEEPERS. SEE M-SERIES
12
3
4
6
5
FRTW SHEATHNG @ 4'-0" WIDTH ADJACENT TO FIREWALL
FRTW SHEATHNG @ 4'-0" WIDTH ADJACENT TO FIREWALL
STAIR 4
STAIR 3
ELEV. 5
RAISED ROOF AT ELEV.
ROOF ACCESS. SEE 8/A9.66
ROOF ACCESS. SEE 7/A9.66
1/
4
"

/

1
'
-
0
"

S
L
O
P
E
1/
4
"

/

1
'
-
0
"

S
L
O
P
E
RD
SD
RD
SD
FRESH AIR INTAKE
42" GUARDRAIL @ ROOF ACCESS DOOR.
GUARDRAIL TO EXTEND TO 10'-0" FROM BUILDING EDGE
ELEVATOR
OVERRUN
ELEVATOR
OVERRUN
ELEV. CTRL
ROOF ACCESS DOOR. SEE 8/A9.66
JI
E
KEY PLAN
INDICATES CONDENSER
LOCATION SEE MECH. DWGS.
FOR MORE INFO.
X XXXX
X XXX
#4 @18" O.C.
(2) #5 CONT.
SLAB ON GRADE,
SEE PLAN
VAPOR BARRIER,
TYP.
NATURAL SLOPE
(3) #5 CONT.
#4@12"
2'-0"
2'-0"
FO
R

M
I
N
.

T
E
N
S
I
O
N

L
A
P
SE
E

F
T
G

S
C
H
E
D
U
L
E
STD.
HOOK
CONC. COLUMN
SEE COLUMN SCHED.
SLAB ON GRADE
DOWELS - SAME SIZE
AND NUMBER AS
COLUMN VERTICALS
SEE PLAN FOR FTG
MARK AND TOP OF
FOOTING ELEVATION
LE
N
G
T
H

S
E
E

S
C
H
E
D
.
ISOLATION JOINT -
SEE DETAIL 20/S3.02
FOOTING SIZE & REINF
SEE FTG SCHEDULE
TH
I
C
K
N
E
S
S
(3) TIES
HOOKS BARS WHERE
REQ'D BY FTG
SCHEDULE
SEE PLAN
T/SLAB
NOTES:
1.G.C. TO VERIFY REQUIRED LOCATION(S) AND QUANTITY OF SUMP PITS AND ELEVATOR SILL
ANGLES. COORDINATE WITH ELEVATOR MANUFACTURER'S APPROVED SHOP DRAWINGS, TYP.
2.SEE ARCH. FOR SUMP PIT WHERE REQUIRED AND REQUIRED SLOPE OF SUMP PIT SLAB.
REFER TO DETAIL 7/S3.02 FOR ELEVATOR SUMP PIT REINFORCEMENT REQUIREMENTS.
3.SEE DETAIL 3/S3.02 FOR ELEVATOR SILL ANGLE CONNECTIONS AND ADDITIONAL
REINFORCEMENT NOT SHOWN, TYP.
4.ELEVATOR PITS ARE TO RECEIVE SHEET WATERPROOFING PER DIVISION 07 SPECIFICATIONS.
FORM DIRT FACE
HOOKED DOWELS TO
MATCH SIZE AND SPACING
OF WALL VERT. REINF.
WATERPROOFING, SEE ARCH.
KEYWAY W/ WATERSTOP,
TYP., SEE ARCH.
#5@12" O.C. VERT.
EA. FACE
#4@12" O.C. HORIZ.
EA. FACE
SHEARWALL MAT
FOUNDATION, SEE PLAN
#4 DOWELS @ 12" O.C.
2'-6"
3'
-
0
"
CMU WALL,
SEE PLANS
#5 CONT.
SEE MAT
FOUNDATION PLAN
SUMP PIT, SEE DETAILS.
G.C. TO COORD. LOCATION
W/ARCH. AND ELEVATOR
MFR & PLUMB.
WALL UNDER CMU OR
NON-SHEAR WALL
CONCRETE WALL
WALL UNDER CONCRETE
SHEAR WALL
SHEARWALL REINF., SEE
SHEARWALL ELEVATIONS
DOWELS TO MATCH SIZE
AND SPACING OF
SHEARWALL VERT REINF.
WALL HORIZ. AND VERT.
REINF. TO MATCH SHEARWALL
REINF. SIZE AND SPACING
HOOKED DOWELS TO
MATCH WALL VERT.
REINF. SIZE AND SPACING
CLASS 'B' TENSION LAP
SPLICE, TYP
X XX
CONCRETE SLAB ON GRADE,
SEE PLAN AND FOUNDATION
#4x4'-0" W/STD 90°
HOOK AT END @ 18" O.C.
VAPOR BARRIER, TYP.
SEE GENERAL NOTES
2-#5 CONT. BOTT. BARS
BRICK, SEE ARCH.
E.
O
.
S
.
SEE FOUNDATION PLAN
FIN. GRADE,
SEE CIVIL DWGS.
2-#5 CONT. TOP BARS
1'-6"#4@18" O.C. U-BAR
1 #5 CONT.
3" CLR
3"

C
L
R
METAL STUD WALL TO BE
DESIGNED BY LIGHT-GAGE
ENGINEER
STUD TRACK
(2) .145"Ø PAF W/
WASHER @ 24" O.C.
SEE 6/S3.03 FOR SLAB
LEAVEOUT REQUIREMENTS
X XXXX
CONCRETE SLAB ON
GRADE, SEE PLAN AND
FOUNDATION NOTES
(3)#4 CONT.
SILL PLATE CONNX.
SEE S6.01 FOR SHEAR WALLS.
SEE GENERAL NOTES FOR ALL
OTHER WALLS.
VAPOR BARRIER, TYP.
THICKENED SLAB FOOTING,
SEE FOUNDATION PLAN
OF CAVITY
& FOOTING
STUD WALL/SHEAR WALL,
SEE PLANS & SCHED.
#5@12"
X XXXX
CONCRETE SLAB ON
GRADE, SEE PLAN AND
FOUNDATION NOTES
(3)#4 CONT.
STUD WALL/SHEAR WALL,
SEE PLANS & SCHEDULE
SILL PLATE CONNX.
SEE S6.01 FOR SHEAR WALLS.
SEE GENERAL NOTES FOR ALL
OTHER WALLS.
VAPOR BARRIER, TYP.
THICKENED SLAB FOOTING,
SEE FOUNDATION PLAN
#5@12"
X XX T/SLAB
SEE PLAN
T/FTG
SEE PLAN
3"
CL
R
.
#5@12" W/ 90°
ACI HOOK
CL
A
S
S

B
TE
N
S
I
O
N

S
P
L
I
C
E
3"
CLR.
PROVIDE POSITIVE DRAINAGE
AND GRANULAR BACKFILL PER
GEOTECHNICAL
RECOMMENDATION
"L" BARS
"M" BARS
"Q" BARS
(1/2 SCHEDULED BARS TOP,
1/2 SCHEDULED BARS BOTT.)
SEE ARCH FOR
WATERPROOFING
BRICK WHERE
APPL. SEE ARCH
DWGS
CONT. C BARS
VERT. A BARS
#4 DOWELS @ 18"3'-0"
2'-
6
"
#5@18" O.C.
(2) MIN.
#5 CONT.
EXTERIOR STUD
WALL, SEE PLAN
2x P.T. BOTTOM PLATE SEE
GENERAL NOTES FOR
ANCHOR BOLT REQ'S
FINISHED GRADE,
SEE CIVIL
(PARKING DECK
AREAWAY AT SIM)
FO
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STD.
HOOK
CONC. COLUMN
SEE COLUMN SCHED.
SLAB ON GRADE
DOWELS - SAME SIZE
AND NUMBER AS
COLUMN VERTICALS
SEE PLAN FOR FTG
MARK AND TOP OF
FOOTING ELEVATION
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D
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ISOLATION JOINT -
SEE DETAIL 20/S3.02
FOOTING SIZE & REINF
SEE FTG SCHEDULE
TH
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K
N
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S
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(3) TIES
HOOKS BARS WHERE
REQ'D BY FTG
SCHEDULE
VAPOR BARRIER, TYP.
SEE GENERAL NOTES
FIN. GRADE,
SEE CIVIL DWGS.
INSET DETAIL
3/16
1/2" THICK x 12"x0'-12" HDG
EMBED PLATE W/ (4) 1/2" DIA.
x 6" HCA, SEE INSET PLAN
(3)#4x4'-0" W/ 90° HOOK
@ EACH WAY AT
CORNERS
SLAB EDGE
(3)#4x4'-0" W/ 90° HOOK
@ EACH WAY AT
CORNERS
3/16HSS POST, SEE PLANS
INSET DETAIL
SL
A
B
ED
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SEE PLAN
T/S.O.G.
#4X4'-0'' DOWELS
@ 18"
CONTINUOUS
VAPOR RETARDER
#5@12" O.C. VERT
CENTERED IN WALL
#4 CONT.
3 - #4 CONT.
NOTES:
1.BASEMENT WALL MUST REMAIN BRACED UNTIL UPPER SLAB ON GRADE
HAS BEEN PLACED AND REACHED 75% OF DESIGN STRENGTH.
(2)#4 CONT.
#4@12" O.C. HORIZ.
CENTERED IN WALL
SEE PLAN
T/FTG
1/2" CJP, TYP.
#5@12" O.C.
#4X4'-0'' DOWELS
@ 18"
4" DIA. WEEPS @ 8'-0"
O.C.
JI
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(6)#8 CONT. TOP &
BOTT.
NOTES:
SEE PLAN
T/FTG
#5@12" O.C. TOP &
BOTT.
1/2" PJF, TYP.#4X6'-0'' DOWELS @ 18"
(4)#4 CONT.
#6@8" O.C. INSIDE
FACE
CONC. RAMP
SLAB ON GRADE
ELEVATED.
CONC. RAMP
SLAB SEE PLAN
#5@12" O.C. OUTSIDE
FACE
SEE PLAN
T/SLAB
SLAB ON GRADE,
SEE PLAN
NON-COMPRESSIBLE
BOND BREAKER
#4x4'-0"@18" O.C.
#4@16" O.C.
HORIZ. EA. FACE
PROVIDE DOWELS
MATCHING SIZE AND
SPACING VERT. REINF.
SEE DETAIL 20/S3.03
PROVIDE #4@12"
O.C. "U" BARS AT
TOP OF WALL
SHEETING AND SHORING TO
BE DESIGNED BY
CONTRACTOR'S SPECIALTY
ENGINEER AND SUBMITTED
UNDER SEPARATE PERMIT.
SEE PLAN
T/SLAB
MAT FOUNDATION, SEE PLAN
#8@8" O.C. VERT. INSIDE FACE
KEYWAY W/ WATERSTOP, TYP.
DOWELS TO MATCH THE SIZE
AND SPACING OF THE
VERTICAL REINF, TYP.
#5@12" O.C. VERT. O.F.
PROVIDE #6@8"
DOWEL EACH FACE
SEE PLAN
LEVEL 1
#4@12" O.C. HORIZ. IF
#4@12" O.C. HORIZ. OF
#5@12" O.C. VERT. O.F.
SLAB ON GRADE,
SEE PLAN
NON-COMPRESSIBLE
BOND BREAKER
#4x4'-0"@18" O.C.
CMU WALL ADJACENT TO
PARKING, PROVIDE
ADDITIONAL REINF. PER
NOTE 8/S4.20
ELEVATED PT SLAB.
PROVIDE ADDITIONAL
REINF. PARALLEL TO
WALL PER 9/S3.10
CFA's DESIGNED BY
OTHERS, SEE PLAN FOR
COMPRESSION, TENSION
AND SHEAR LOADS. REFER
TO DETAIL 2/S3-50 FOR
ADDITIONAL INFORMATION
PILE CAP BEYOND,
SEE PLAN
4 - 5 CONT.
NOTES:
SEE PLAN
T/FTG
#5@12" O.C.
1/2" PJF, TYP.
#4X6'-0'' DOWELS
@ 18"
(4)#4 CONT.
#6@8" O.C. INSIDE
FACE
DOWELS TO MATCH
SIZE AND SPACING OF
VERT. WALL REINF.
CONC. RAMP
SLAB ON GRADE
ELEVATED. PT
CONC. RAMP
SLAB SEE PLAN
#5@12" O.C. OUTSIDE
FACE
SEE PLAN
T/SLAB
SLAB ON GRADE,
SEE PLAN
NON-COMPRESSIBLE
BOND BREAKER
#4x4'-0"@18" O.C.
#4@16" O.C.
HORIZ. EA. FACE
PROVIDE DOWELS
MATCHING SIZE AND
SPACING VERT. REINF.
SEE DETAIL 20/S3.03
PROVIDE #4@12"
O.C. "U" BARS AT
TOP OF WALL
4 - 5 CONT.
NOTES:
1.BASEMENT WALL MUST REMAIN BRACED UNTIL UPPER RAMP HAS BEEN
PLACED AND REACHED 100% OF DESIGN STRENGTH.
SEE PLAN
T/FTG
#5@12" O.C.
#5@12" O.C. INSIDE
FACE
#5@12" O.C. OUTSIDE
FACE
SEE PLAN
T/SLAB
SLAB ON GRADE,
SEE PLAN
NON-COMPRESSIBLE
BOND BREAKER
#4x4'-0"@18" O.C.
#4@16" O.C.
HORIZ. EA. FACE
PROVIDE DOWELS
MATCHING SIZE AND
SPACING VERT. REINF.
SEE DETAIL 20/S3.03
#4X6'-0''
DOWELS @ 18"
(4)#4 CONT.
CONC. RAMP
SLAB ON GRADE
#4@12" O.C.
VERT. EA. FACE
(4)#4 CONT.HORIZ.
EA. FACE, TYP.
X XX T/SLAB
SEE PLAN
T/FTG
SEE PLAN
CL
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PROVIDE POSITIVE DRAINAGE
AND GRANULAR BACKFILL PER
GEOTECHNICAL
RECOMMENDATION
SEE ARCH FOR
WATERPROOFINGBRICK WHERE
APPL. SEE ARCH
DWGS
CONT. C BARS
VERT. A BARS
DOWELS, SEE
SCHED. BELOW
3'-0"
2'
-
6
"
#5 CONT.
EXTERIOR STUD
WALL, SEE PLAN
2x P.T. BOTTOM PLATE SEE
GENERAL NOTES FOR
ANCHOR BOLT REQ'S
FINISHED GRADE,
SEE CIVIL
(PARKING DECK
AREAWAY AT SIM)
VERT. B BARS
CONCRETE PILASTER AT
WALLS GREATER THAN 18'-0"
IN HEIGHT, SEE PLAN
CFA's DESIGNED BY OTHERS,
SEE PLAN FOR
COMPRESSION, TENSION AND
SHEAR LOADS. REFER TO
DETAIL 2/S3-50 FOR
ADDITIONAL INFORMATION
GRADE BEAM, TOP REINF.
GRADE BEAM, BOTT. REINF.
TRANSVERSE REINF.,
PROVIDE (3)@4" O.C. EA.
SIDE OF CFA, TYP.
#5@8" O.C. FACE BARS
JI
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EXHIBIT 2

MATERIAL/EQUIPMENT INFORMATION

Technical parameters
Norminal data
Voltage (nominal)120 V
Frequency 60 Hz
Phase(s)1~
Input power 169 W
Input current 2.1 A
Impeller speed 4,084 r.p.m.
Air flow max 555 cfm
Protection/Classification
Enclosure class, motor IP54
Insulation class B
Certificate HVI, cULus
Dimensions and weights
Weight 7.8 lb
Performances
HVI Certified Rating(s)
Model Speed CtrlVoltage High Static/Low Flow Low Static/High Flow
InchWC CFM W InchWC CFM W
Rn4EC-4 100%10V 4.5 39 141 0.2 320 174
80%8V 3.14 31 84 0.2 300 135
60%6V 1.56 20 33 0.2 210 52
NOTE: Performance is based on 4 inch diameter ducting.
Dimensions
Model A B C D E F G
Rn2EC​4 15/32 (114)10 (254)1 1/4 (32)9 1/4 (235)---
Rn4EC-3 5 7/8 (149)11 1/2 (292)1 1/4 (32)9 1/4 (235)4 (102)3 1/2 (89)6 (152)
Rn4EC-4 5 7/8 (149)11 1/2 (292)1 1/4 (32)9 1/4 (235)4 (102)4 1/2 (114)6 (152)
Dimensions in inches (mm).
Rn 4EC-4 Inline Radon Fan
Item #: 99923
Variant : 120V 1~ 60Hz
Description
Rn4EC-4 Radon Fan is the most powerful product on the market for active radon mitigation applications
where high suction and high flow are required. It is an excellent solution for high radon levels, poor sub-
slab communication, multiple suction points and/or large sub slab footprint.

• Designed specifically for Active Soil Depressurization (ASD) mitigation applications
• High Suction, High Flow
• Dial your suction in with a built-in speed control
• Two soft anti-vibration couplers included
• Set up for a 4” PVC pipe
• For residential and commercial applications
• Air-tight housing - zero leakage
• UV resistant plastic housing...
Find more details in our online catalogue
Item name: Rn 4EC-4 Inline Radon Fan | Product link: https://shop.fantech.net/en-US/productPermalink?p=399892 | Item #: 99923 | Variant: 120V 1~ 60Hz | Document
type: Product card | Created on: 2021-06-17 | Generated by: Fantech Online Catalogue | Language: English
Page 1 of 3
Wiring
Performance curve
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 cfm
0
1
2
3
4
5
in. wg.
Item name: Rn 4EC-4 Inline Radon Fan | Product link: https://shop.fantech.net/en-US/productPermalink?p=399892 | Item #: 99923 | Variant: 120V 1~ 60Hz | Document
type: Product card | Created on: 2021-06-17 | Generated by: Fantech Online Catalogue | Language: English
Page 2 of 3
Documents
Hydraulic data
Required air flow -
Required static pressure -
Working air flow -
Working static pressure -
Air density 0.075 lb/ft³
Power -
Fan control - RPM -
Current -
Airflow efficiency -
Control voltage -
Supply voltage -
142001 Rn2EC-Rn4-EC OIPM EN FR.PDF
Item name: Rn 4EC-4 Inline Radon Fan | Product link: https://shop.fantech.net/en-US/productPermalink?p=399892 | Item #: 99923 | Variant: 120V 1~ 60Hz | Document
type: Product card | Created on: 2021-06-17 | Generated by: Fantech Online Catalogue | Language: English
Page 3 of 3
Tech Data Sheet – AVM Aussie Mate 580-AL-60 Rev. 01/20/21 08:48:18 AM 1/2 AVM Document # 30580-AL-60
Product Name
AVM Aussie Mate 580-AL
Manufactured by
AVM Industries, Inc. 8245 Remmet Ave, Canoga Park, CA 91304 888.414.1041 818.888.0050 www.avmindustries.com
Product Description
The AVM Aussie Mate 580-AL is a UV stable, heavy duty 60 mil below-grade bituminous sheet waterproofing membrane and methane barrier with aluminum facer. AVM Aussie Mate 580-AL exhibits excellent adhesion, elongation and recovery properties. Unlike other sheet membranes, Aussie Mate® 580-AL can be exposed to U.V. up to 180 days.
Approvals
Aussie Mate 580-AL (60 Mils) is approved by LARR (LARR #26138) for use as both a waterproofing membrane and/or methane barrier. This approval is based on tests and analysis in accordance with LADBS Acceptance Criteria L021 Below-Grade Exterior Damp-Proofing and Waterproofing Materials and L137 Methane Barrier Test Criteria.
Where to Use
Below-Grade: Foundation Walls (Concrete & CMU), Retaining Walls, Basements
Decks & Planters: Plaza Decks, Split-Slab Decks, Planter Boxes
Methane/VOC: Methane and/or VOC barrier for foundation walls and under concrete slabs.
Note: Installation requirements vary based on installation type and project requirements. Refer to Aussie Mate details and Installation Instructions for complete installation requirements.
Warranty
AVM Industries will warrant the installed membrane for a period of five (5) years. Extended warranties are available. For complete warranty details, contact AVM Industries or consult with your applicator.
Delivery, Storage, and Handling
a.Delivery of all the AVM System 580-ALmaterials to the job site must be intheir original sealed packaging, withmanufacturer’s name and label intact.
b.Handle and store containers in accordancewith printed instructions.
c.Store at temperatures between 50°F and90°F. Do not store materials in direct sunlightor where they may be damaged by wateror rain.
d.Failure to comply with the recommendedstorage conditions may result in prematuredeterioration of the product. For specificstorage advice, please contact AVMIndustries and/or its representatives.
e.Keep all materials out of the reach ofchildren.
f.If irritation occurs during use, liberallyflush affected areas with water. If irritationcontinues, see a physician immediately.
Project Conditions
1.Concrete/block walls: All surfaces to whichthe Aussie Mate 580-AL is applied to mustbe sound and stable, with an even finish andfree from dust, loose debris, grease, curingagents, etc. If necessary, apply a parge coatusing AVM Crete 6200.
2.The Aussie Mate 580-AL may be applied todamp but not waterlogged surfaces (GreenConcrete) with Adhesive 501 after 3 days andwith Aussie Membrane 500 after 7 days.
3.Under slabs over compacted earth ormud slabs: All surfaces to which theAussie Mate 580-AL is applied to must besound and stable, with an even finish andfree from sharp edges, loose debris, oil,grease, etc.
4.Do not apply materials at temperaturesbelow 40°F and falling or if precipitation isimminent.
5.Warn personnel against hazards of materialsto skin and eyes. Note other hazardousconditions on the job that might requirespecial protective gear and or any otherspecial protective or safety procedures.
6.Protect adjacent surfaces which could bedamaged during the application procedure.
7.This system must not be used to coverExpansion Joints.
System Application
Review the AVM System 580-AL Installation Instructions and details prior to installation. On methane jobs, follow methane engineer’s details and installation instructions. In some jurisdictions, continuous inspection by a registered deputy inspector certified by AVM Industries and registered in accordance with the requirements specified in LAMC Section 91.1704 for special inspections is required. Consult with AVM for details.
Quality Control
a.Visually inspect all surfaces to ensure full andproper adhesion where applicable, especiallyat corners, seams, drains, footings and otherhard-to-reach areas. On methane jobs, asmoke test or other verification is required.
b.All unsatisfactory areas shall be repairedprior to final acceptance.
Protection of Installed Work
Always protect the waterproofing from possible damage. Use AVM Drainage Boards or AVM Approved Protective Panels.
Availability and Cost
Contact AVM Industries or your approved applicator for pricing and availability.
Technical Services
Technical services are available by contacting our offices at: 888.414.1041 or 818.888.0050 or visit www.avmindustries.com
LARR # 26138
AVM Aussie Mate® 580-AL (60 Mil)
Below Grade Bituminous Sheet Waterproofing Membrane and
Methane/VOC/Radon Barrier with UV Stable Aluminum Protection Layer
TECH DATA SHEETSections - 071000 / 071300 / 071313 / 071326 / 071352
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VIMS BARRIER & SHEET
WATERPROOFING
Tech Data Sheet – AVM Aussie Mate 580-AL-60 Rev. 01/20/21 08:48:18 AM 2/2 AVM Document # 30580-AL-60
AVM Industries, Inc. 8245 Remmet Ave, Canoga Park, CA 91304 888.414.1041 818.888.0050 Quality Waterproofing Products
www.avmindustries.com
System Specifications
Test method: LARR L021
Descriptions Standard Requirement Test Results Pass/Fail
Water Vapor Permeance ASTM E 96 water method ≤ 1 0.01 Perms Pass
Resistance to Decay
ASTM 154 / ASTM E 96 water method
Report Results 0.01 Perms Pass
Samples Tested: ≤ 10 % Change/Perms: 0%Pass
Field Area, Factory Lap, Non-Factory Lap ≤ 10 % Weight Loss: 0%Pass
Tension and Elongation (MD) % Elongation ASTM D 2523 (Tested Bitumen w/Aluminum)≥ 25 68 %Pass
Tension and Elongation (CMD) % Elongation ASTM D 2523 (Tested Bitumen w/Aluminum)≥ 25 65 %Pass
Tension and Elongation (Bitumen only)ASTM D 2523 ≥ 300%Report Results Pass
Adhesion to Concrete/Masonry (lbf/in.)ASTM D 903 ≥ 5 Pass Pass
Puncture Resistance (lbf)ASTM E 154 ≥ 80 125 lbf Pass
Hydrostatic Pressure resistance max (PSI)ASTM D 5385 Report Results 100 Pass
Hydrostatic Pressure resistance max (ft of water)ASTM D 5385 Report Results 231 ft of water Pass
Hydrostatic Pressure Resistance (ft of water)ASTM 751 Report Results 171 ft of water Pass
Low Temperature Flexibility (MD) -20F°ASTM D 5147 Pass or Fail Pass Pass
Low Temperature Flexibility (CMD) -20°ASTM D 5147 Pass or Fail Pass Pass
Tensile Strength ASTM D 412 Report Results 540 PSI Pass
Bonded Seam Strength ASTM D 882 Report Results 46 lbf Pass
Methane Gas Transmission Rate (mL/day*m2*atm)ASTM D4068 Anex A/D412 ≤ 40 0.5 Pass
Microorganism Resistance (Soil Burial)ASTM D4068 Anex A/D412 Pass or Fail Pass Pass
Oil Resistance Test ASTM D543 / D412 Pass or Fail Pass Pass
Heat Aging ASTM D 412 Pass or Fail Pass Pass
TCE Diffusion Coefficient ASTM 96/96M-16 Report Results 4.58e-15m2/s Pass
Benzene Diffusion Coefficient ASTM 96/96M-16 Report Results 6.3e-15m2/s Pass
Water Absorption (24h)ASTM D 570-98 Report Results .1% by wt.Pass
Low Temperature Flexibility ASTM D 1970/D 1970M-20 Pass at -20 deg F Pass Pass
Low Temperature Crack Bridging ASTM C 1305/C 1305M-16 Pass or Fail Pass Pass
VOC/Radon Test Results Standard Requirement Test Results Pass/Fail
PCE Diffusion Coefficient ASTM 96/96M-16 Report Results 2.26e-15m2/s Pass
Radon Diffusion Coefficient D (m2/s)ISO/TS 11665-13, Method A Report Results <2,5.10-13 Barrier
Radon (Seam Overlap) Diffusion Coefficient D (m2/s)ISO/TS 11665-13, Method A Report Results 6,7.10-13 Barrier
* AVM considers this product to be a VOC barrier based on the above test results. Please contact AVM Technical Services if you have further questions regarding specific VOC’s
Item/Component Packaging Approx Shipping Weights Qty per Pallet VOC
Aussie Mate 580-AL 60-mil 3.28’x65.6’ Roll (215 sq.ft.)85.0 Pounds (38.7 Kg) / Roll 20 Rolls/Pallet N/A
For a complete list of details in CAD or PDF, please visit our website at www.avmindustries.com
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MADE INUSA
Family owned and made in the USA since 1985
901 Tryens Road
Aston, PA 19301
Phone: [phone]
Web: sensaphone.com
TECH SPECS
WSGWireless
All specifi cations subject to change without notice
Connect to any NO/NC output
The WSG Wireless Dry Contact Bridge is designed to work
exclusively with the Sensaphone WSG30. This sensor includes a
built-in radio transmitter and input terminals for connecting to
any normally-open or normally closed output. (Use of this device
with solid-state outputs is not recommended.) The sensor comes
with two AA alkaline batteries which will power the sensor for up
to two years. An optional plug-in power supply is also available.
Name Dry Contact Interface
Operating Range 32° to 122°F | 0° to 50°C
Input Normally open or normally closed dry contact
Wireless Range 300’ | 90m
Connection Wireless
Housing Plastic
Dimensions 3.1 x 3.9 x 1.1” | 79 x 99 x 28mm
Sensor Series WSG Wireless
Product Name Part Number
WSG Wireless Dry Contact Interface . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .FGD-WSG30-DRY
DRY CONTACT INTERFACE
Sentinel Pro
alarM notIFIcatIon MEtHodS:
E-Mail, Text Messages, Voice Phone Calls
Programmable alarm escalation levels
Comprehensive scheduling per input, profile, and
alarm destination
Unlimited number of User Profiles
Multiple contact types per user
InPutS:
12 Universal Inputs
• Normally Open / Normally Closed Dry Contact
• 2.8K / 10K Thermistor
• 4-20mA Current Loop
• Pulse Count
• 12 Bit Resolution
ModBuS:
• Modbus RTU via RS485
• Up to 64 registers
tEMPEraturE SEnSInG ranGE:
-109° to 168°F | -85° to 76°C
rElaY outPut:
2 programmable relay outputs
Rated for 1A 30VAC/ 1A 30VDC
cEllular coMMunIcatIon :
4G Cellular Modem for use on Verizon, AT&T or
Rogers
data loGGInG:
Unlimited samples securely stored on the Sentinel
servers
Programmable sampling Interval - 5 min to 24 hrs
User programmable channel selection
BattErY BacKuP:
4.8V 2000mAHr NiMh Battery pack (included)
12V 3000 mAHR SLA Battery (included)
Provides 8 hours of backup
local IndIcatorS:
12 Alarm Status LEDs
• Power LED • Online LED
• Standby LED • Ethernet link and Activity LEDs
PoWEr rEQuIrEMEntS:
Power Requirement: 12-24DC
• Comes with 12VDC plug-in power supply
• International power options available
Current Draw: 300mA at 24VDC
EnVIronMEntal:
Operating Humidity:
0-90% RH, non–condensing
Operating Temperature:
32° to 122°F | 0° to 50°C
PHYSIcal:
Dimensions:
12.5 x 12.2 x 7.0” | 318 x 310 x 178mm
Weight: 10.5lbs. | 4.7kg
Technical Specifi cations
Continued on back
StandardS:
FCC Part 15 – Class A Compliant
EncloSurE:
NEMA 4X rated plastic weatherproof enclosure
antEnna:
2G/3G/4G Frequencies: 698-960/1710-2700MHz
Peak gain: 5dBi
Pattern: Omni-directional
Height: 6.45” (164mm)
Diameter: 1.90” (48mm)
IP Rating: IP-66
901 Tryens Road • Aston, PA 19014 • PH: 877-373-2700 • F: 610-558-0222 • www.sensaphone.com
• An easy solution to web-based
monitoring ideal for applications where
running wires can be difficult
• Connect up to 30 wireless sensors
monitor temperature, humidity, water,
and more
• Data-logging records up to 100,000
samples; including data, date, and time
• Receive alarm notifications through a
standard Internet connection
• Notifies up to thirty-two contacts by
e-mail, text message or SNMP in the
event of an alarm
• Make programming changes and
access status conditions online
MONITORING
&
ALERTING
WEB-BASED MONITORING...
MADE AFFORDABLE
HOW LONG BEFORE YOU KNOW
SOMETHING IS WRONG?
COUNTLESS INDUSTRIES DEPEND ON SENSAPHONE FOR THE MOST COMPREHENSIVE REMOTE
MONITORING SOLUTIONS AVAILABLE. WHEN YOU NEED TO BE ABSOLUTELY SURE A REMOTE SITE IS STABLE,
SECURE, AND MONITORED AROUND THE CLOCK, THERE’S NO SUBSTITUTE FOR CERTAINTY.
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SENSAPHONE®
901 TRYENS ROAD
ASTON, PA 19014
PH: 877-373-2700
F: 610-558-0222
WWW.SENSAPHONE.COM
Distributed By:
Sensaphone WSG30
Features and Specifi cations
Compatible Sensors & Accessories
Temperature Sensor . . . . . . . . . . . . . . . .FGD-WSG30-TMP
Temperature Sensor
w/ External Probe . . . . . . . . . . . . . . . . . . . FGD-WSG30-TEX
Ultra Low Temperature Sensor
w/ External Probe . . . . . . . . . . . . . . . . .FGD-WSG30-TEX85
WSG Wireless Humidity Sensor . . . .FGD-WSG30-HUM
Dry Contact Interface. . . . . . . . . . . . . . . .FGD-WSG30-DRY
Power Failure Sensor . . . . . . . . . . . . . . .FGD-WSG30-PWR
4-20mA Interface . . . . . . . . . . . . . . . . . . . FGD-WSG30-4-20
Spot Water Detection Sensor . . . . . . FGD-WSG30-SPOT
Zone Water Detection Sensor . . . . . FGD-WSG30-ZONE
Powerful Wireless Sensors
Accept thirty diff erent wireless
sensors from distances of up to
300’ away (or farther if there
is a line of site or are other
sensors in between). A list of
popular sensors and accessories
is below.
WSGWireless
Ethernet
Receive an e–mail or text
message when an alarm has
been detected. Or check the
status on the WSG30’s web
page.
Web Services
Program, adjust and monitor the status
of the sensors on a webpage the WSG30
creates.
Battery Backup
Rest easy knowing that
even if the power goes
out, the WSG30 will keep
monitoring.
LCD Display
For a quick local check of
the sensor’s status.
Keypad
Use to scroll through the
LCD display.
Power
Comes with a plug in power
supply that also monitors
for power failures.
Industrial Automation
Communicate with an existing
automation system using the
Modbus protocol.

08/2018 | www.dap.com
DAP® Concrete & Mortar Siliconized
Filler & Sealant

DAP® CONCRETE & MORTAR FILLER & SEALANT is a ready-to-use, waterproof sealant formulated to
repair cracks and holes in concrete, mortar and masonry surfaces. It contains silicone additives for
improved adhesion, flexibility and water resistance. It forms a durable, 100% waterproof and weatherproof
seal. Resists gas, oil, grease and salt. Paintable. Easy to apply, low in odor and water clean-up.
VOC compliant. Interior/exterior use.

 Fills and seals cracks and holes in concrete surfaces
 Ready to use – needs no mixing or additives
 Provides a durable, long-lasting repair that is resistant to gasoline, salt, grease or oil when cured
 100% waterproof & weatherproof seal
 Excellent flexibility & adhesion
 Paintable
 Easy water clean-up
 Low odor
 VOC compliant
 Exterior/interior use

PACKAGING COLOR UPC
10.1 fl oz (300 mL) Cartridge Gray 7079818021
PRODUCT DESCRIPTION
KEY FEATURES & BENEFITS

08/2018 | www.dap.com

FILLING & SEALING CRACKS & GAPS IN:
 Concrete surfaces  Concrete driveways
 Patios
 Steps
 Above ground foundations
 Sidewalks
 Garage floors
 Pavements

ADHERES TO:
 Concrete
 Mortar
 Brick
 Stone
 Masonry
 Cinderblock
 Stucco
 Wood – painted & unpainted
 Most metals
 Most building materials

 Apply in temperatures above 40F.
 Do not apply when rain or freezing temperatures are forecasted within 24 hours.
Cooler temperatures and higher humidity will slow down dry time.
 Not for continuous underwater use, filling butt joints, surface defects, tuck-pointing or expansion
joints.
 Joint size should not exceed 1/2" wide x 1/2" deep. If joint depth exceeds 1/2", use backer rod
material.
 Allow sealant to cure 24 hours before direct exposure to water (longer in cooler and/or humid
conditions).
 Serviceable for pedestrian and vehicular traffic after 24 hours (minimum).
 Store sealant away from extreme heat or cold.

Surface Preparation
Surface must be clean, dry, structurally sound and free of all old caulk, dirt, grease, damaged concrete &
foreign material.

Product Application
1. Apply in temperatures above 40F. Do not apply when rain or freezing temperatures are
forecasted within 24 hours. Cooler temperatures and higher humidity will slow down dry time.
2. Cut nozzle at 45° angle to desired bead size.
3. Load cartridge into caulk gun.
4. Fill cracks and gaps with sealant.
SUGGESTED USES
FOR BEST RESULTS
APPLICATION

08/2018 | www.dap.com
5. After application, a more uniform fill or neater appearance may be obtained by tooling lightly with
a trowel or putty knife.
6. Allow to cure 24 hours before direct exposure to water (longer in cooler and/or humid conditions).
7. Paintable after 2 hours (longer in cool or humid conditions) with latex or oil-based paints.
8. Clean up excess wet sealant with a damp sponge before it skins over. Excess dried sealant will
need to be cut or scraped away.
9. Reseal cartridge for storage and reuse.

Typical Uncured Physical Properties
Appearance/Consistency Gunnable, non-sag paste
Base Polymer Acrylic latex
Filler Calcium carbonate
Volatile Water
Weight % Solids 81%
Density (lbs per gallon) 13.2
Odor Very mild
Clean Up Water
Flash Point >212ºF
Freeze Thaw Stability (ASTM C1183) Passes 5 Cycles
Shelf Life 12 months
Coverage 55 linear feet at 3/16” diameter bead
Typical Application Properties
Application Temperature Range 40ºF to 100ºF
Tooling Time (Working Time) 10 minutes
Tack Free Time 30 minutes
Full Dry Through 7-14 days
Return to Service Time 24 hours
Vertical Sag (ASTM D2202) 0.05”
Typical Cured Performance Properties
Service Temperature Range -30ºF to 180ºF
Water Ready Time 24 hours
Paint Ready Time 2 hours
Mildew Resistance Cured sealant is mold & mildew resistant

TYPICAL PHYSICAL & CHEMICAL PROPERTIES

08/2018 | www.dap.com

Clean up excess wet caulk with a damp sponge before it skins over. Excess dried caulk must be cut or
scraped away. Clean hands and tools with warm water and soap. Store container in a cool, dry place away
from extreme heat or cold.

See product label or Safety Data Sheet (SDS) for health and safety information. You can request a SDS
by visiting our website at dap.com or calling 888-DAP-TIPS.

LIMITED WARRANTY: If product fails to perform when used as directed, within one year of date of
purchase, call 888-DAP-TIPS, with your sales receipt and product container available, for replacement
product or sales price refund. DAP Products Inc. will not be responsible for incidental or consequential
damages.

Manufacturer: DAP Products Inc., 2400 Boston Street, Baltimore, Maryland 21224
Usage Information: Call 888-DAP-TIPS or visit dap.com & click on “Ask the Expert”
Order Information: 800-327-3339 or [e-mail]
Fax Number: 410-558-1068
Also, visit the DAP website at dap.com
CLEAN UP & STORAGE
SAFETY
WARRANTY
COMPANY IDENTIFICATION
EXHIBIT 3

SAFETY DATA SHEETS
Safety Data Sheet
AVM Primer 580-SB-HV Page 1 of 6
1. Product and Company Identification
Product Name: AVM Primer 580-SB-HV Product Use: Primer for porous surfaces Uses Advised Against: None known Manufacturer: AVM Industries, Inc. 8245 Remmet Ave, Canoga Park CA 91304-4133 www.avmindustries.com Information Phone Number: [phone] Emergency Phone Number: Chemtrec 800-424-9300 SDS Date of Preparation: February 20, 2023
2. Hazards Identification
GHS Classification:
Flammable Liquid Category 2 Eye Irritation Category 2A
Skin Irritation Category 2 Specific Target Organ Toxicity Single Exposure Category 3 (Narcotic Effects) Reproductive Toxicity Category 2 Carcinogen Category 2
GHS Label Elements: Danger! H225 Highly flammable liquid and vapor. H304 May be fatal if swallowed and enters airways.
H315 Causes skin irritation. H319 Causes serious eye irritation. H336 May cause drowsiness and dizziness. H351 Suspected of causing cancer.
H361 Suspected of damaging the unborn child. P201 Obtain special instructions before use. P202 Do not handle until all safety precautions have been read and understood. P210 Keep away from heat, hot surfaces, sparks, open flames, and other ignition sources. No smoking. P233 Keep container tightly closed.
P240 Ground or bond container and receiving equipment. P241 Use explosion-proof electrical, ventilating, and lighting equipment. P242 Use only non-sparking tools. P243 Take precautionary measures against static discharge.
P261 Avoid breathing mists or vapors. P264 Wash face, hands and any exposed skin thoroughly after handling.
P271 Use only outdoors or in a well-ventilated area. P280 Wear protective gloves, protective clothing, and eye protection. P308+P313 IF exposed or concerned: Get medical attention. P303+P361+P353 IF ON SKIN (or hair): Take off immediately all contaminated clothing. Rinse skin with water or
shower. P333+P313 If skin irritation occurs: Get medical attention.
Safety Data Sheet
AVM Primer 580-SB-HV Page 2 of 6
P362+P364 Take off contaminated clothing and wash it before reuse. P304+P340 IF INHALED: Remove person to fresh air and keep comfortable for breathing. P312 Call a POISON CENTER or doctor if you feel unwell. P305+P351+P338 IF IN EYES: Rinse cautiously with water for several minutes. Remove contact lenses, if present and easy to do. Continue rinsing. P337 + P313 If eye irritation persists: Get medical attention.
P301 +P310 IF SWALLOWED: Immediately call a Poison Center or doctor. P331 DO NOT induce vomiting. P370+P378 In case of fire: Use water fog or spray, foam, carbon dioxide or dry chemical to extinguish. P403+P235 Store in a well-ventilated place. Keep cool. P405 Store locked up. P501 Dispose of contents and container in accordance with local and national regulations. Hazards not otherwise specified: None
3. Composition/Information on Ingredients

Component CAS No. Amount
The specific identity and/or exact percentage (concentration) of composition has been withheld as a trade secret.
4. First Aid Measures
Inhalation: Remove victim to fresh air. If breathing is difficult or irritation persists, get medical attention. Skin Contact: Remove contaminated clothing and shoes. Flush skin thoroughly with water for several minutes. Get
medical attention if irritation persists. Launder clothing before re-use. Eye Contact: Immediately flush eyes thoroughly with large quantities of water for 15 minutes, while holding the eye lids open to be sure the material is washed out. Remove contact lenses if present and easy to do. Get medical attention if irritation persists. Ingestion: DO NOT induce vomiting. Keep the victim calm and warm. Get immediate medical attention. Most Important Symptoms: Causes eye and skin irritation. Inhalation of mists or vapors may cause headache, dizziness, nausea and other symptoms of central nervous system depression. Ingestion may cause abdominal
discomfort or pain, nausea, vomiting, drowsiness, and central nervous system effects. Aspiration into the lungs during swallowing or vomiting may cause serious lung damage and may be fatal. This product contains toluene which may cause reproductive harm. This product contains methyl isobutyl ketone, which is suspected of causing cancer. Indication of Immediate Medical Attention/Special Treatment: Immediate medical attention is required for
ingestion.
5. Firefighting Measures
Suitable (and Unsuitable) Extinguishing Media: Use water fog or spray, foam, carbon dioxide or dry chemical. Specific Hazards Arising from the Chemical: Highly flammable liquid and vapor. Vapors are heavier than air and may travel along surfaces to remote ignition sources and flash back. Vapors may form explosive mixtures with
Safety Data Sheet
AVM Primer 580-SB-HV Page 3 of 6
air in confined areas. Vapors may cause flash fire. Thermal decomposition will generate oxides of carbon and toxic and irritating smoke and gases. Special Fire Fighting Procedures: Firefighters should always wear positive pressure self-contained breathing apparatus and full protective clothing. Cool fire-exposed containers with water.
6: Accidental Release Measures
Personal Precautions, Protective Equipment, and Emergency Procedures: Evacuate spill area and keep unprotected personnel away. Eliminate all sources of ignition. Use non-sparking tools and equipment. Ventilate area with explosion proof equipment. Wear appropriate protective clothing and equipment. Methods and Materials for Containment and Clean-Up: Cover with an inert absorbent material and collect into an appropriate container for disposal. Use with non-sparking tools and explosion proof equipment. Environmental Precautions: Prevent entry into storm sewers and waterways. Report spill as required by local and national regulations.
7. Handling and Storage
Precautions for Safe Handling: Avoid breathing mists or vapors. Use with adequate ventilation. Avoid contact with the eyes, skin and clothing. Always wear impervious gloves, chemical safety goggles and protective clothing when handling this material. Wash thoroughly after handling. Do not eat, drink or smoke in the work area. Keep product away from heat, sparks, flames and all other sources of ignition. No smoking in storage or use areas. Keep containers closed when not in use. Use with non-sparking tools and explosion proof equipment. Electrically bond and ground containers for transfer. Do not pressurize, cut, weld, braze, solder, drill, grind on or near containers or expose containers to heat or sources of ignition. Conditions for Safe Storage, Including any Incompatibilities: Store in a cool, dry, well-ventilated location away from heat, direct sunlight, and sources of ignitions. Keep away from incompatible materials. Keep containers closed
when not in use.
8. Exposure Controls / Personal Protection
Exposure Guidelines:
Naphtha (petroleum) hydrotreated light / Heptane 400 ppm TWA, 500 ppm STEL ACGIH TLV
500 ppm TWA OSHA PEL
Acetone 250 ppm TWA, 500 ppm STEL ACGIH TLV 1000 ppm TWA OSHA PEL
Butanone (Methyl ethyl ketone) 200 ppm TWA 300 ppm STEL ACGIH TLV
200 ppm TWA OSHA PEL
Toluene 20 ppm TWA ACGIH TLV 200 ppm TWA, 300 ppm Ceiling, 500 ppm 10-
Appropriate Engineering Controls: Use with adequate general or local exhaust ventilation to maintain exposure levels below the occupational exposure limits. Use explosion proof electrical equipment and wiring where required.
Personal Protective Equipment
Respiratory Protection: For operations where the exposure limits may be exceeded, a NIOSH approved organic
Safety Data Sheet
AVM Primer 580-SB-HV Page 4 of 6
vapor/particulate or supplied air respirator is recommended. Equipment selection depends on contaminant type and concentration. Select in accordance with 29 CFR 1910.134, all applicable laws and regulations; and good industrial hygiene practice. Gloves: Impervious gloves are recommended to avoid skin contact. Eye Protection: Chemical safety goggles are recommended. Other Protective Equipment/Clothing: Wear appropriate protective clothing as needed to minimize skin contact.
9. Physical and Chemical Properties
Appearance and Odor: Green liquid with a solvent odor.
Physical State:Odor Threshold:
pH:Specific Gravity:
Initial Boiling Point/Range: Vapor Pressure:
Melting/Freezing Point Vapor Density:
Solubility In Water Percent Volatile:
Viscosity:Evaporation Rate:
Relative Density: VOC Content:
Coefficient Of Water/Oil Distribution:Autoignition Temp:
Flash Point:°°Flammability (solid, gas):
Flammability Limits:Decomposition Temperature:Particle Characteristics:
10. Stability and Reactivity
Reactivity: Not normally reactive. Chemical Stability: Stable under normal storage and handling conditions. Possibility of Hazardous Reactions: Hazardous reactions will not occur under normal conditions of storage and use. Conditions to Avoid: Keep away from heat, sparks, flames and other sources of ignition. Incompatible Materials: Strong oxidizing agents, strong acids, strong bases, potassium tert-butoxide. Hazardous Decomposition Products: Thermal decomposition will generate oxides of carbon, acetic acid, tert-butanol and methanol.
11. Toxicological Information
Potential Health Effects: Acute Hazards: Inhalation: Inhalation of mists or vapors may cause nose and throat irritation with the possibility of central nervous system depression. Symptoms of central nervous system depression include headache, dizziness, drowsiness, nausea and unconsciousness. Skin Contact: Causes moderate skin irritation.
Eye Contact: Causes serious eye irritation.
Ingestion: Swallowing may cause gastrointestinal irritation and central nervous system depression with symptoms
similar to those described under inhalation.
Chronic Effects: Methyl isobutyl ketone is suspected of causing cancer. Toluene may cause damage to the nervous system and hearing through prolonged or repeated exposure and may cause adverse reproductive effects.
Safety Data Sheet
AVM Primer 580-SB-HV Page 5 of 6
Carcinogenicity Listing: Methyl isobutyl ketone is listed by IARC as a suspected carcinogen (Group 2B) and Not Classifiable as a Confirmed Animal Carcinogen with Unknown Relevance to Humans (A3) by ACGIH. None of the other components above 0.1% are listed as a carcinogen or potential carcinogen by IARC, NTP, ACGIH or OSHA. Reproductive Toxicity: This product contains Toluene which is suspected to cause harm to the unborn child. Germ Cell Mutagenicity: Components are not classified for germ cell mutagenicity. Numerical Measures of Toxicity: Naphtha (petroleum) hydrotreated light/ LD50 Oral Rat: >5000 mg/kg Heptane LD50 Skin Rabbit: >2,000 mg/kg
LC50 Inhalation Rat: >29.9 mg/L/4 hr Acetone LD50 Oral Rat: 5800 mg/kg LD50 Skin Rabbit: 7400 mg/kg LC50 Inhalation Rat: 76 mg/L/4 hr
Butanone (Methyl ethyl ketone) LD50 Oral Rat: 2183 mg/kg LD50 Skin Rabbit: 8000 mg/kg
LD50 Skin Rabbit: >5000 mg/kg LC50 Inhalation Rat: >20 mg/L/4hr
ketone) LC50 Inhalation Rat: 8.2-16.4 mg/L/4hr

12. Ecological Information
Ecotoxicity: Acetone: LC50 Fathead Minnow 5540 mg/L/ 96 hr. EC50 daphnia magna 12,600 mg/L/48 hr. EC50 marine algae >430 mg/L/96 hr. Butanone: LC50 Fathead Minnow 3220 mg/L/ 96 hr. EC50 daphnia magna 5091 mg/L/48 hr. EC50 algae >500 mg/L/96 hr.
This product is expected to be toxic to the aquatic environment with long-term adverse effects. Releases to the environment should be avoided. Persistence and Degradability: No data available.
Bio accumulative Potential: No data available. Mobility in Soil: No data available for product. Other Adverse Effects: No data available.

13. Disposal Considerations
Dispose of in accordance with all local, state/provincial and federal regulations. Offer empty containers for recycling.
14. Transport Information
DOT Hazardous Materials Description: UN1133, Adhesives, 3, PG II
Safety Data Sheet
AVM Primer 580-SB-HV Page 6 of 6
IMDG Dangerous Goods Description: UN1133, Adhesives, 3, PG II, Marine Pollutant IATA Dangerous Goods Description: UN1133, Adhesives, 3, PG II
15. Regulatory Information
United States:
EPA TSCA INVENTORY: All of the components of this material are listed on the Toxic Substances Control Act (TSCA) Chemical Substances Inventory. CERCLA Section 103: This product has an RQ of 12.500 lbs (based on the RQ of Acetone of 5,000 lbs present at 15-40%). Some states have more stringent reporting requirements. Report all spills in accordance with local, state,
and federal regulations. SARA Hazard Category (311/312): Classified under OSHA Hazcom 2012 GHS as per Section 2 of this SDS. SARA 313: This product contains the following chemicals subject to Annual Release Reporting Requirements under SARA Title III, Section 313 (40 CFR 372): Toluene 0.1-<1%, Methyl Isobutyl Ketone 0.1-<1%

California Proposition 65: WARNING: This product can expose you to chemicals including methyl isobutyl ketone, which is known to the State of California to cause cancer and toluene, which is known to the State of California to cause birth defects or other reproductive harm. For more information go to www.P65Warnings.ca.gov. INTERNATIONAL INVENTORIES Canada DSL:
16. Other Information
DATE OF CURRENT REVISION: February 20, 2023 REVISION SUMMARY: New SDS DATE OF PREVIOUS REVISION: - This information is provided in good faith and is correct to the best of AVM Industries' knowlege as of the date hereof and is designed to assist our customers; however, AVM makes no representation as to its completeness or accuracy. This product is intended for sale to mainly professional contractor. We require customers to satisfy themselves as to the suitability for their specific applications. Any use which AVM Industries customers or third parties make of this information, or any reliance on, or decisions made based upon it, are the responsibility of such customer or third party. AVM Industries disclaims responsiblity for damages, or liability of any kind resulting from the use of this information. THERE ARE NO WARRANTIES OR REPRESENTATIONS, EXPRESS OR IMPLIED, INCLUDING THOSE OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE WITH RESPECT TO THIS INFORMATION OR TO THE PRODUCT IT DESCRIBES. IN NO EVENT SHALL AVM INDUSTRIES BE LIABLE FOR SPECIAL, INCIDENTAL, OR CONSEQUENTIAL DAMAGES.
EXHIBIT 4

HISTORICAL DATA TABLES
S-1
05/18/22
14-16 ft BLS
Residential PSRG
(mg/kg)
Industrial/Commercial
PSRG (mg/kg)
Protection of
Groundwater PSRG
(mg/kg)
Arsenic 0.538 0.68 3.0 5.8
Barium 52.6 3100 47000 580
Cadmium 13.7 1.4 20 3.0
Chromium (Total)15.3 23000 350000 360000
Lead 12 400 800 270
Mercury 0.0211 J 4.7 70 NE
Selenium 0.363 78 1200 2.1
Silver 0.0363 J 78 1200 3.4
Acetone 0.022 J 14000 210000 25
Methyl Ethyl Ketone 0.004 J 5500 40000 17
Calculated Sample
Cancer Risk Sum 7.9E-07
Calculated Sample Non-
Carcinogenic Hazard Index 1.9E+00
Calculated Sample
Cancer Risk Sum 1.8E-07
Calculated Sample Non-
Carcinogenic Hazard Index 1.4E-01
Calculated Sample
Cancer Risk Sum 1.1E-07
Calculated Sample Non-
Carcinogenic Hazard Index 4.2E-01
NOTES:
1. NT = Not Tested
2. NE = Not Established
3. All values reported in milligrams per kilogram (mg/kg)
4. VOCs = Volatile Organic Compounds
5. SVOCs = Semi-Volatile Organic Compounds
7. Underlined values exceed Protection of Groundwater PSRGs
8. Bold values exceed the Residential PSRG
9. Shaded values exceed Industrial/Commercial PSRG
10. ND = Not Detected
11. <# = Not detected above lab method detection limit
TABLE 4
SUMMARY OF CHEMICAL CONSTITUENTS DETECTED IN AOC SOIL SAMPLE AND RISK CALCULATIONS
LAKE WHEELER ASSEMBLAGE
SOUTH SAUNDERS ST, LAKE WHEELER RD, AND HAMMELL DR
RALEIGH, NORTH CAROLINA
SVOCs by Method 8270E
Acceptable Carcinogenic
Sum Risk Range and Maximum Non-Cancer Hazard Index
1.0 E-04
HI=1
MID-ATLANTIC JOB NO. R3633.00
ANALYTE
PRELIMINARY SOIL REMEDIATION GOALS
(PSRGs; January 2022)
RCRA Metals by Method 6020B/7471B
VOCs by Method 8260D
RESIDENTIAL
RISK CALCULATIONS SUMMARY
12. Bolded risk calculations exceed the Residential and/or Non-Residential Carcinogenic Risk and/or Non-Carcinogenic Hazard
Quotient target values
SVOCs Not Detected
Acceptable Carcinogenic
Sum Risk Range and Maximum Non-Cancer Hazard Index
1.0 E-04
HI=1
Acceptable Carcinogenic
Sum Risk Range and Maximum Non-Cancer Hazard Index
1.0 E-04
HI=1
NON-RESIDENTIAL
RISK CALCULATIONS SUMMARY
CONSTRUCTION WORKER
RISK CALCULATIONS SUMMARY
6. J = Concentration was detected between the method detection limit and the reporting limit; value is an estimation.
Block A (s)
05/16/22
2.5 ft BLS
Block A (d)
05/16/22
7 ft BLS
Block B
05/16/22
12-13 ft BLS
Block C
05/16/22
4.5 ft BLS
Block D (s)
05/16/22
4 ft BLS
Block D (m)
05/16/22
12 ft BLS
Block D (d)
05/16/22
20 ft BLS
Block E (s)
05/17/22
4 ft BLS
Block E (d)
05/17/22
12 ft BLS
Block F
05/16/22
6.5 ft BLS
Block G
05/17/22
4.5 ft BLS
Block H
05/17/22
5.5 ft BLS
Block I
05/17/22
5.5 ft BLS
Block J
05/17/22
5.5 ft BLS
Block K
05/17/22
3 ft BLS
Block L
05/18/22
6 ft BLS
Block M
05/18/22
3 ft BLS
Block N
05/18/22
4.5 ft BLS
Block O
05/18/22
6.5 ft BLS
Duplicate
Block O
05/18/22
6.5 ft BLS
Greatest
Concentration
Residential
PSRG
(mg/kg)
Industrial/
Commercial
PSRG (mg/kg)
Protection of
Groundwater
PSRG
(mg/kg)
Arsenic 1.34 1.16 1.57 3.29 J 2.06 0.21 J <0.163 0.804 0.401 1.00 1.81 0.754 1.2 0.552 0.425 0.618 0.655 1.19 0.657 0.451 3.29 J 0.68 3.0 5.8
Barium 51.7 72.3 60 379 139 108 109 158 135 393 60.4 126 122 151 154 97.9 84.6 67.2 89.6 86 393 3100 47000 580
Cadmium <0.0104 <0.0103 <0.0098 <0.0550 <0.0105 <0.0092 <0.0088 0.041 J <0.0315 <0.0100 <0.0330 <0.0332 <0.0329 <0.0287 <0.0322 <0.0305 <0.0305 <0.0323 <0.0315 <0.0312 0.041 J 1.4 20 3.0
Chromium (Total)48.8 24.4 55 44.4 93.1 10.1 5.71 27.1 27.5 42 37.5 86.7 32.6 25.4 111 108 36.4 55.2 22.5 25.9 111 23000 350000 360000
Lead 10.2 9.36 6.64 6.06 11.5 6.5 5.94 14 10.5 6.95 13.8 17.6 16.1 15.4 12.2 12.5 9.35 15.1 10.3 10.7 17.6 400 800 270
Mercury 0.0578 0.0307 J 0.0682 0.0245 J 0.0513 0.0238 J <0.0131 0.0592 0.0216 J 0.0326 J 0.133 0.0699 0.0339 J 0.021 J 0.0225 J 0.0499 0.0362 0.0484 0.108 0.0333 J 0.133 4.7 70 NE
Selenium <0.245 <0.242 <0.230 <1.29 <0.246 <0.217 <0.206 0.431 0.271 J <0.234 0.411 0.517 0.314 J 0.244 J 0.349 0.380 0.259 J 0.506 0.247 J 0.21 J 0.517 78 1200 2.1
Silver <0.0374 <0.0370 <0.0351 <0.197 <0.0376 <0.0331 <0.0315 0.0093 J <0.0082 <0.0358 0.0125 J 0.018 J 0.0208 J 0.0256 J 0.0134 J 0.0175 J <0.0079 0.0091 J <0.0082 <0.0081 0.0256 J 78 1200 3.4
Hexavalent Chromium NT NT NT NT NT NT NT NT NT NT NT NT NT NT <0.06 NT NT NT NT NT NT 0.31 6.5 3.8
Acetone 0.015 J 0.007 J 0.128 0.012 J 0.021 J <0.002 0.013 J 0.012 J 0.026 0.010 J 0.033 0.040 0.028 0.014 J 0.004 J 0.010 J 0.019 J 0.005 J 0.004 J 0.003 J 0.128 14000 210000 25
Carbon Disulfide <0.0008 <0.0008 <0.0008 <0.0009 <0.0008 <0.0007 <0.0007 <0.0008 0.003 J <0.0008 <0.0008 0.001 J <0.0008 <0.0007 <0.0008 <0.0008 <0.0007 <0.0008 <0.0008 0.001 J 0.003 J 160 740 4.1
Methyl Ethyl Ketone 0.0009 J <0.0008 0.042 <0.0009 0.001 J <0.0007 0.002 J <0.0009 0.002 J 0.001 J 0.006 J 0.006 J 0.001 J 0.003 J <0.0008 0.001 J 0.001 J <0.0008 <0.0008 <0.0007 0.042 5500 40000 17
Calculated Sample
Cancer Risk Sum
Calculated Sample Non-
Carcinogenic Hazard Index
Calculated Sample
Cancer Risk Sum
Calculated Sample Non-
Carcinogenic Hazard Index
Calculated Sample
Cancer Risk Sum
Calculated Sample Non-
Carcinogenic Hazard Index
NOTES:
1. NT = Not Tested
2. NE = Not Established
3. All values reported in milligrams per kilogram (mg/kg)
4. VOCs = Volatile Organic Compounds.
5. SVOCs = Semi-Volatile Organic Compounds.
7. Underlined values exceed Protection of Groundwater PSRGs
8. Bold values exceed the Residential PSRG
9. Shaded values exceed Industrial/Commercial PSRG
10. ND = Not Detected
11. <# = Not detected above lab method detection limit
1.2E-01 HI=1
6. J = Concentration was detected between the method detection limit and the reporting limit; value is an estimation.
CONSTRUCTION WORKER RISK CALCULATIONS SUMMARY
NON-RESIDENTIAL RISK CALCULATIONS SUMMARY
HI=1
Acceptable Carcinogenic Sum Risk Range
and Maximum Non-Cancer Hazard Index
1.0 E-04
1.2E-02
1.8E-07
HI=1
Acceptable Carcinogenic Sum Risk Range
and Maximum Non-Cancer Hazard Index
1.0 E-04
1.4E-01
1.1E-06
RCRA Metals by Method 6020B/7471B
VOCs by Method 8260D
SVOCs by Method 8270E
Acceptable Carcinogenic Sum Risk Range
and Maximum Non-Cancer Hazard Index
1.0 E-04
RESIDENTIAL RISK CALCULATIONS SUMMARY
4.9E-06
SVOCs Not Detected
ANALYTE
PRELIMINARY SOIL REMEDIATION GOALS
(PSRGs; January 2022)
TABLE 5
SUMMARY OF CHEMICAL CONSTITUENTS DETECTED IN BENEFICIAL FILL SOIL AND RISK CALCULATIONS
LAKE WHEELER ASSEMBLAGE
RALEIGH, NORTH CAROLINA
MID-ATLANTIC JOB NO. R3633.00
SOUTH SAUNDERS ST, LAKE WHEELER RD, AND HAMMELL DR
SV
O
C
s

(u
g
/
L
)
Not Detected Not Applicable Not Applicable Not Applicable
Acetone 2.77 J 3.32 J 3.32 6,000 NE NE
Tetrachloroethylene 39.1 46.7 46.7 0.7 12 48
Toluene 0.244 J 0.251 J 0.251 600 3,800 16,000
Barium 46.0 42.4 46.0 700 NE NE
Chromium 0.989 J 0.952 J 0.989 10 NE NE
Lead 0.484 J 0.356 J 0.484 15 NE NE
Notes
µg/L = micrograms per liter
J = Estimated concentration above laboratory's Method Detection Limit (MDL) but below the Reporting Limit (RL)
Bold values exceed NCGQS or Risk Calculation Target Values
Underlined values exceed Residential GWSL
Italicized values exceed Non-Residential GWSL
<# = Less than MDL
NE = Not established
RCRA 8 Metals by EPA Method 6020B and 7040A
SVOCs = Semivolatile Organic Compounds analyzed by EPA Method 8270E
VOCs = Volatile Organic Compounds analyzed by EPA Method 8260D
Acceptable Carcinogenic Sum Risk Range and
Maximum Non-Cancer Hazard Index
Calculated Sample
Cancer Risk Sum 1.0 E-04
Calculated Sample
Non-Carcinogenic Hazard Index HI=1
7.2E-07
1.9E-01
Acceptable Carcinogenic Sum Risk Range and
Maximum Non-Cancer Hazard Index
Calculated Sample
Cancer Risk Sum 1.0 E-04
Calculated Sample
Non-Carcinogenic Hazard Index HI=1
Greatest
Concentration
LAKE WHEELER ASSEMBLAGE
North Carolina
Groundwater Quality
Standards (µg/L)
April 2022
North Carolina
Residential Ground
Water Screening
Levels (µg/L)
January 2022
TABLE 6
SUMMARY OF CHEMICAL CONSTITUENTS DETECTED IN GROUNDWATER AND RISK CALCULATIONS
SOUTH SAUNDERS ST, LAKE WHEELER RD, AND HAMMELL DR
RALEIGH, NORTH CAROLINA
MID-ATLANTIC JOB NO. R3633.00
Analyte GW-1
5/19/2022
Duplicate
(GW-1)
5/19/2022
North Carolina Non-
Residential Ground
Water Screening
Levels (µg/L)
January 2022
Not Detected
RC
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RESIDENTIAL RISK CALCULATIONS SUMMARY
NON-RESIDENTIAL RISK CALCULATIONS SUMMARY
3.1E-06
8.1E-01
VO
C
s
(
u
g
/
L
)
Sampling Date 5/25/2022 5/25/2022 5/25/2022 5/25/2022 5/25/2022 5/25/2022 5/25/2022 5/25/2022 5/25/2022 5/25/2022 5/25/2022 5/25/2022 5/25/2022 5/25/2022 5/25/2022
Acetone 140 210 140 <110 21 18 J 21 73 15 J <57 28 26 19 J 19 J <86 NA NE NE
Benzene 1.4 <2.4 <0.48 <4.8 <0.48 <0.48 <0.48 1.9 0.54 J <2.4 2.2 <0.48 <0.48 0.93 <3.6 2.2 12 160
Benzyl Chloride*<0.91 <4.6 <0.91 <9.1 <0.91 <0.91 <0.91 <0.91 <0.91 <4.6 <0.91 <0.91 <0.91 <0.91 <6.8 9.1 1.9 25
Bromodichloromethane*<0.94 <4.7 <0.94 <9.4 <0.94 <0.94 <0.94 <0.94 <0.94 <4.7 <0.94 <0.94 <0.94 <0.94 <7.0 9.4 2.5 33
Bromoform <1.4 <7.0 <1.4 <14 <1.4 <1.4 <1.4 <1.4 <1.4 <7.0 <1.4 <1.4 <1.4 <1.4 <11 ND 85 1100
Bromomethane <0.52 <2.6 <0.52 <5.2 <0.52 <0.52 <0.52 <0.52 <0.52 <2.6 <0.52 <0.52 <0.52 <0.52 <3.9 ND 35 440
1,3-Butadiene*<0.37 <1.9 <0.37 <3.7 <0.37 <0.37 <0.37 <0.37 <0.37 <1.9 <0.37 <0.37 <0.37 <0.37 <2.8 3.7 3.1 41
2-Butanone (MEK)18 J <31 <6.3 <63 <6.3 <6.3 <6.3 <6.3 <6.3 <31 <6.3 <6.3 <6.3 <6.3 <47 18 35000 440000
Carbon Disulfide <0.58 <2.9 <0.58 <5.8 <0.58 <0.58 <0.58 5.1 J <0.58 <2.9 13 1.1 J <0.58 0.61 J <4.3 13 4900 61000
Carbon Tetrachloride <1.0 <5.0 <1.0 <10 <1.0 <1.0 <1.0 <1.0 <1.0 <5.0 <1.0 <1.0 <1.0 <1.0 <7.5 ND 16 200
Chlorobenzene <0.61 <3.1 <0.61 <6.1 <0.61 <0.61 <0.61 <0.61 <0.61 <3.1 <0.61 <0.61 <0.61 <0.61 <4.6 ND 350 4400
Chloroethane <0.47 <2.3 <0.47 <4.7 <0.47 <0.47 <0.47 2.0 <0.47 <2.3 <0.47 <0.47 <0.47 <0.47 <3.5 2.0 28000 350000
Chloroform 2.1 <4.6 3.8 12 3.4 1.1 <0.93 <0.93 <0.93 <4.6 5.7 <0.93 1.5 <0.93 <7.0 12 4.1 53
Chloromethane 0.55 J <1.6 <0.33 <3.3 <0.33 <0.33 <0.33 <0.33 <0.33 <1.6 <0.33 1.3 <0.33 <0.33 <2.5 1.3 630 7900
Cyclohexane <0.42 <2.1 <0.42 <4.2 <0.42 <0.42 <0.42 19 <0.42 <2.1 7.7 <0.42 <0.42 4.4 <3.1 19 42000 530000
Dibromochloromethane <1.1 <5.6 <1.1 <11 <1.1 <1.1 <1.1 <1.1 <1.1 <5.6 <1.1 <1.1 <1.1 <1.1 <8.5 NA NE NE
1,2-Dibromoethane (EDB)*<0.93 <4.6 <0.93 <9.3 <0.93 <0.93 <0.93 <0.93 <0.93 <4.6 <0.93 <0.93 <0.93 <0.93 <7.0 9.3 0.16 2.0
1,2-Dichlorobenzene <0.69 <3.5 <0.69 <6.9 <0.69 <0.69 <0.69 <0.69 <0.69 <3.5 <0.69 <0.69 <0.69 <0.69 <5.2 ND 1400 18000
1,3-Dichlorobenzene <0.67 <3.3 1.8 <6.7 1.2 2.1 0.96 J <0.67 <0.67 <3.3 <0.67 <0.67 <0.67 <0.67 <5.0 NA NE NE
1,4-Dichlorobenzene <0.79 <3.9 <0.79 <7.9 <0.79 <0.79 <0.79 <0.79 <0.79 <3.9 <0.79 <0.79 <0.79 <0.79 <5.9 ND 8.5 110
Dichlorodifluoromethane (Freon 12) 2.4 <4.8 2.2 <9.7 2.4 2.7 2.3 2.8 2.7 <4.8 2.2 2.4 2.2 1.8 <7.2 2.8 700 8800
1,1-Dichloroethane <0.71 <3.5 <0.71 <7.1 <0.71 <0.71 <0.71 <0.71 <0.71 <3.5 <0.71 <0.71 <0.71 <0.71 <5.3 ND 58 770
1,2-Dichloroethane*<0.73 <3.7 <0.73 <7.3 <0.73 <0.73 <0.73 <0.73 <0.73 <3.7 <0.73 <0.73 <0.73 <0.73 <5.5 7.3 3.6 47
1,1-Dichloroethylene <0.60 <3.0 <0.60 <6.0 <0.60 <0.60 <0.60 <0.60 <0.60 <3.0 <0.60 <0.60 <0.60 <0.60 <4.5 ND 1400 18000
cis-1,2-Dichloroethylene <0.58 <2.9 <0.58 <5.8 <0.58 <0.58 <0.58 <0.58 <0.58 <2.9 <0.58 <0.58 <0.58 <0.58 <4.3 NA NE NE
trans-1.2-Dichloroethylene <0.62 <3.1 <0.62 <6.2 <0.62 <0.62 <0.62 <0.62 <0.62 <3.1 <0.62 <0.62 <0.62 <0.62 <4.7 ND 280 3500
1,2-Dichloropropane <0.50 <2.5 <0.50 <5.0 <0.50 <0.50 <0.50 <0.50 <0.50 <2.5 <0.50 <0.50 <0.50 <0.50 <3.8 ND 25 330
cis-1,3-Dichloropropene <0.47 <2.4 <0.47 <4.7 <0.47 <0.47 <0.47 <0.47 <0.47 <2.4 <0.47 <0.47 <0.47 <0.47 <3.5 NA NE NE
trans-1,3-Dichloropropene <0.46 <2.3 <0.46 <4.6 <0.46 <0.46 <0.46 <0.46 <0.46 <2.3 <0.46 <0.46 <0.46 <0.46 <3.5 NA NE NE
1,2-Dichloro-1,1,2,2-tetrafluoroethane
(Freon 114)<1.4 <6.9 <1.4 <14 <1.4 <1.4 <1.4 <1.4 <1.4 <6.9 <1.4 <1.4 <1.4 <1.4 <10 NA NE NE
1,4-Dioxane <0.60 <3.0 <0.60 <6.0 <0.60 <0.60 <0.60 <0.60 <0.60 <3.0 <0.60 <0.60 <0.60 <0.60 <4.5 ND 19 250
Ethanol 180 74 J 63 <66 17 14 J 16 160 15 J <33 17 23 21 18 <50 NA NE NE
Ethyl Acetate 4.2 J <18 <3.6 <36 <3.6 <3.6 <3.6 4.5 J <3.6 <18 <3.6 <3.6 <3.6 <3.6 <27 4.5 490 6100
Ethylbenzene <0.51 <2.5 <0.51 5.2 J 1.1 0.96 0.75 J 18 3.8 <2.5 13 1.6 1.6 3.8 <3.8 18 37 490
4-Ethyltoluene <0.60 <3.0 <0.60 <6.0 <0.60 <0.60 <0.60 3.7 J <0.60 <3.0 3.2 1.1 J <0.60 0.81 J <4.5 NA NE NE
Heptane <0.52 <2.6 <0.52 <5.2 <0.52 <0.52 <0.52 9.2 0.7 J <2.6 8.2 <0.52 <0.52 2.6 <3.9 9.2 2800 35000
Hexachlorobutadiene*<1.8 <8.8 V-05 <1.8 V-05 <18 V-05 <1.8 V-05 <1.8 V-05 <1.8 V-05 <1.8 V-05 <1.8 V-05 <8.8 V-05 <1.8 <1.8 V-05 <1.8 V-05 <1.8 <13 18 4.3 56
Hexane 6.3 J <18 <3.7 <37 <3.7 <3.7 <3.7 6.5 J <3.7 <18 14 J <3.7 <3.7 7.7 J <28 14 4900 61000
2-Hexanone (MBK)<0.41 <2.0 <0.41 <4.1 <0.41 <0.41 <0.41 <0.41 <0.41 <2.0 <0.41 <0.41 <0.41 <0.41 <3.1 ND 210 2600
Isopropanol 17 J <17 4.2 J <34 <3.4 <3.4 <3.4 3.4 J <3.4 <17 <3.4 <3.4 <3.4 <3.4 <25 17 1400 18000
Methyl tert-Butyl Ether (MTBE)<0.56 <2.8 <0.56 <5.6 <0.56 <0.56 <0.56 <0.56 <0.56 <2.8 <0.56 <0.56 <0.56 <0.56 <4.2 ND 360 4700
Methylene Chloride <3.2 <16 <3.2 <32 <3.2 <3.2 <3.2 <3.2 <3.2 <16 <3.2 <3.2 <3.2 <3.2 <24 ND 3400 53000
4-Methyl-2-pentanone (MIBK)<0.44 <2.2 <0.44 <4.4 <0.44 <0.44 <0.44 <0.44 <0.44 <2.2 <0.44 0.84 <0.44 <0.44 <3.3 0.84 21000 260000
Naphthalene*<0.79 <4.0 V-05 <0.79 V-05 <7.9 V-05 <0.79 V-05 <0.79 V-05 <0.79 V-05 <0.79 V-05 <0.79 V-05 <4.0 V-05 <0.79 <0.79 V-05 <0.79 V-05 <0.79 <5.9 7.9 2.8 36
Propene 12 J V-05 <15 <3.0 <30 <3.0 <3.0 <3.0 <3.0 <3.0 <15 <3.0 V-05 <3.0 <3.0 <3.0 V-05 <23 V-05 12 21000 260000
Styrene 0.66 J <2.2 <0.45 <4.5 <0.45 <0.45 <0.45 <0.45 <0.45 <2.2 <0.45 0.46 J <0.45 2.3 <3.4 2.3 7000 88000
1,1,2,2-Tetrachloroethane*<0.74 <3.7 <0.74 <7.4 <0.74 <0.74 <0.74 <0.74 <0.74 <3.7 <0.74 <0.74 <0.74 <0.74 <5.6 7.4 1.6 21
Tetrachloroethylene 120 2500 2700 110000 220 21 160 36 15 <5.2 29 5300 130 14 <7.8 110000 280 3500
Tetrahydrofuran <0.97 <4.8 <0.97 <9.7 <0.97 <0.97 <0.97 <0.97 <0.97 <4.8 <0.97 <0.97 <0.97 <0.97 <7.3 ND 14000 180000
Toluene 4.8 10 6.0 5.6 J <0.43 1.1 1.2 23 5.0 <2.2 15 1.2 1.2 3.4 <3.2 23 35000 440000
1,2,4-Trichlorobenzene <1.4 <6.9 V-05 <1.4 V-05 <14 V-05 <1.4 V-05 <1.4 V-05 <1.4 V-05 <1.4 V-05 <1.4 V-05 <6.9 V-05 <1.4 <1.4 V-05 <1.4 V-05 <1.4 <10 ND 14 180
1,1,1-Trichloroethane 1.2 <4.3 <0.86 <8.6 <0.86 <0.86 <0.86 <0.86 <0.86 <4.3 <0.86 <0.86 <0.86 <0.86 <6.4 1.2 35000 440000
1,1,2-Trichloroethane*<0.77 <3.8 <0.77 <7.7 <0.77 <0.77 <0.77 <0.77 <0.77 <3.8 <0.77 <0.77 <0.77 <0.77 <5.8 7.7 1.4 18
Trichloroethylene 0.99 J 7.4 6.7 8.8 J 0.97 J 1.3 <0.72 0.92 J <0.72 <3.6 <0.72 1.2 <0.72 <0.72 <5.4 8.8 14 180
Trichlorofluoromethane (Freon 11) 1.5 J <6.6 1.9 J <13 3.1 J 3.1 J 3.9 J 1.8 J 1.6 J <6.6 9.5 3.1 J 1.5 J <1.3 <10 NA NE NE
1,1,2-Trichloro-1,2,2-trifluoroethane
(Freon 113)<1.7 <8.5 <1.7 <17 <1.7 <1.7 <1.7 <1.7 <1.7 <8.5 <1.7 <1.7 <1.7 <1.7 <13 ND 35000 440000
1,2,4-Trimethylbenzene 0.87 J <2.2 3.7 J 7.1 J 9.3 4.8 6.2 20 4.3 <2.2 12 6.8 7.5 <0.43 <3.3 20 420 5300
1,3,5-Trimethylbenzene <0.52 <2.6 <0.52 <5.2 1.4 J <0.52 <0.52 4.7 <0.52 <2.6 5.7 1.1 J 1.3 J 0.57 J <3.9 5.7 420 5300
Vinyl Acetate <3.8 <19 <3.8 <38 <3.8 <3.8 <3.8 <3.8 <3.8 <19 <3.8 <3.8 <3.8 <3.8 <28 ND 1400 18000
Vinyl Chloride <0.46 <2.3 <0.46 <4.6 <0.46 <0.46 <0.46 <0.46 <0.46 <2.3 <0.46 <0.46 <0.46 <0.46 <3.5 ND 5.6 280
m&p-Xylene 1.2 J <4.9 <0.97 20 3.8 1.1 J 1.4 J 67 11 <4.9 50 7.1 7 9.6 <7.3 67 700 8800
o-Xylene 0.78 J <2.2 <0.44 <4.4 1.7 1.1 0.97 <0.44 4.2 <2.2 17 <0.44 <0.44 6.6 <3.3 17 700 8800
Calculated Sample
Cancer Risk Sum
Calculated Sample Non-Carcinogenic Hazard Index
Calculated Sample Cancer Risk Sum
Calculated Sample
Non-Carcinogenic Hazard Index
Notes:
Concentration units; ug/m3
J = Estimated Concentration
NA = Not Applicable
ND = Not Detected
NE = Not Established
Bolded concentrations exceed the Residential Soil Gas Screening Level
Shaded concentrations exceed the Non-Residential Soil Gas Screening Level
Bolded risk calculations exceed the Residential and/or Non-Residential Carcinogenic Risk and/or Non-Carcinogenic Hazard Quotient target values
<# = Not detected above the lab method detection limit
V-05 = Continuing calibration verification (CCV) did not meet method specifications and was biased on the low side for this compound.
V-34 = Initial calibration verification (ICV) did not meet method specifications and was biased on the low side for this compound. Reported result is estimated.
3.0E-05 1.0 E-04
6.4E+00 HI=1
* = Compound was not detected, but had a lab method detection limit over the Residential SGSL. For the purpose of risk evaluation, concentrations of this compound equal to its MDL were assumed.
** = Elevated reporting limit due to high concentration of target compounds
*** = Elevated reporting limit due to high concentration of non-target compounds
3.9E-04 1.0 E-04
8.1E+01 HI=1
NON-RESIDENTIAL RISK CALCULATIONS SUMMARY cceptable Carcinogenic Sum Risk Range and
Maximum Non-Cancer Hazard Index
RESIDENTIAL RISK CALCULATIONS SUMMARY cceptable Carcinogenic Sum Risk Range and Maximum Non-Cancer Hazard Index
ESG-5(7 ft BLS)ESG-6(10 ft BLS)ESG-7***(13 ft BLS)ESG-11(5 ft BLS)ESG-12(10 ft BLS)ESG-10(5 ft BLS)
TABLE 7
CONSTITUENTS ANALYZED IN SOIL GAS AND RISK CALCULATIONSLAKE WHEELER ASSEMBLAGESOUTH SAUNDERS ST, LAKE WHEELER RD, AND HAMMELL DR
RALEIGH, NORTH CAROLINA
MID-ATLANTIC JOB NO. R3633.00
Sample ID SSSG-1 SSSG-2**Duplicate(SSSG-2)ESG-1**(5 ft BLS)ESG-13(8 ft BLS)Duplicate***(ESG-7)Greatest
Concentration
NCDEQ DWM Residential Soil Gas
Screening Levels January 2022 (ug/m3)
NCDEQ DWM Non-Residential Soil
Gas Screening Levels January 2022 (ug/m3)
ESG-2(10 ft BLS)ESG-3(4 ft BLS)ESG-4(7 ft BLS)
S-1(s)
8/26/22
1-4 ft BLS
S-2
8/26/22
1-4 ft BLS
S-3
8/26/22
1-4 ft BLS
S-4
8/26/22
1-4 ft BLS
S-5
8/26/22
1-4 ft BLS
S-6
8/26/22
1-4 ft BLS
S-7
8/26/22
1-4 ft BLS
Residential
PSRG (mg/kg)
Industrial/
Commercial
PSRG (mg/kg)
Protection of
Groundwater
PSRG (mg/kg)
Cadmium 0.172 J 0.156 J 0.104 J <0.0545 0.208 J 0.217 J 0.112 J 1.4 20 3.0
1. All values reported in milligrams per kilogram (mg/kg)
2. J = Concentration was detected between the method detection limit and the reporting limit; value is an estimation.
3. Underlined values exceed the Protection of Groundwater PSRG
4. Bold values exceed the Residential PSRG
5. Shaded values exceed the Industrial/Commercial PSRG
6. <# = Not detected above lab method detection limit
ANALYTE
PRELIMINARY SOIL REMEDIATION GOALS
(PSRGs; July 2022)
Metals by Method 6010D
TABLE 8
SUMMARY OF CADMIUM CONCENTRATIONS DETECTED IN SHALLOW SOILS
LAKE WHEELER ASSEMBLAGE
SOUTH SAUNDERS ST, LAKE WHEELER RD, AND HAMMELL DR
RALEIGH, NORTH CAROLINA
MID-ATLANTIC JOB NO. R3633.00
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Rickshaw Sorage &Screen Printing(2nd Floor)
Sun Warehouse(1st Floor)
DHHS Campus
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ESG-4
ESG-2
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ESG-12
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ESG-8
ESG-13ESG-9
ESG-10
SSSG-2
SSSG-1
S-1, GW-1,
ESG-1
x2
x2
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Proposed Building B
Chloroform - 5.7 ug/m3
Not Sampled
Not Sampled
PCE - 110,000 ug/m3Chloroform - 12 ug/m3PCE in GW - 39.1 ug/L /46.7 ug/LCadmium in Soil - 13.7 mg/kg
PCE - 5,300 ug/m3
PCE - 2500/2700 ug/m3
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Legend
$+Sub-Slab Soil Gas Sample Location
#*Exterior Soil Gas Sample Location
^_Soil, Groundwater, and Exterior Soil Gas Sample
³UST
k Paint Storage Staining
d Pole-Mounted Transformers
R(Residental Property
Location of 2008 Structure Fire
Map ID
Subject Property
Property Boundaries
1
Map ID Parcel Address
9 1201 Lake Wheeler Road
10 1205 Lake Wheeler Road
11 1209 Lake Wheeler Road
12 1213 Lake Wheeler Road
13 1215 Lake Wheeler Road
14 1217 Lake Wheeler Road151008 Hammell Drive
TNB
DHN
Proposed Building Footprints
NOTE: ONLY PARCELS ASSOCIATED WITH PHASE I REDEVELOPMENT ARE LISTED
CommercialBuilding Service
Vac
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AREA E(9,100 sq ft)(5,055 cy)(Average 15 ft cut)
AREA L(3,900 sq ft)(2,022 cy)(Average 14 ft cut)
AREA J(5,900 sq ft)(2,185 cy)(Average 10 ft cut)
AREA N(3,200 sq ft)(1,896 cy)(Average 16 ft cut)
AREA O(3,350 sq ft)(1,550 cy)(Average 12.5 ft cut)
AREA M(8,400 sq ft)(1,555 cy)(Average 5 ft cut)
AREA K(8,830 sq ft)(1,308 cy)(Average 4 ft cut)
AREA D(7,900 sq ft)(5,998 cy)(Average 20.5 ft cut)
AREA A(11,400 sq ft)(2,955 cy)(Average 7 ft cut)
AREA I(6,000 sq ft)(2,111 cy)(Average 9.5 ft cut)
AREA H(6,250 sq ft)(2,430 cy)(Average 10.5 ft cut)
AREA F(5,500 sq ft)(2,440 cy)(Average 12 ft cut)
AREA B(4,300 sq ft)(1,900 cy)(Average 12 ft cut)
AREA C(7,600 sq ft)(2,251 cy)(Average 8 ft cut)
AREA G(9,100 sq ft)(1,853 cy)(Average 5.5 ft cut)
A1
A2
A3
A4
A5
B1
B2
B3
C2
C3
C1
G3
G4
G2
G1F1
F2
F3
H1
H2
H3
E1
E2
E3
D1
D2
D3
I1
I2
I3
J1 J2
J3
K1(Inaccessable)
K2
K3
K4
M1
M2
M3
M4(Inaccessable)
O1 O2
O3
L1
L2
L3
N3
N2
N1

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Soil Sample Location
Subject Property
Property Boundaries
0-6 Ft Cut
0-9 Ft Cut
0-11 Ft Cut
0-13 Ft Cut
0-16 Ft Cut
0-25 Ft Cut
TNB
DHN
NOTE: CUT/FILL DIAGRAM PROVIDED HAS BEEN MODIFIED IN ARCGIS SOFTWARE
!(#*#*#*#*#*#*
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CommercialBuilding Service
Vac
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AREA E(9,100 sq ft)(5,055 cy)(Average 15 ft cut)
AREA L(3,900 sq ft)(2,022 cy)(Average 14 ft cut)
AREA J(5,900 sq ft)(2,185 cy)(Average 10 ft cut)
AREA N(3,200 sq ft)(1,896 cy)(Average 16 ft cut)
AREA O(3,350 sq ft)(1,550 cy)(Average 12.5 ft cut)
AREA M(8,400 sq ft)(1,555 cy)(Average 5 ft cut)
AREA K(8,830 sq ft)(1,308 cy)(Average 4 ft cut)
AREA D(7,900 sq ft)(5,998 cy)(Average 20.5 ft cut)
AREA A(11,400 sq ft)(2,955 cy)(Average 7 ft cut)
AREA I(6,000 sq ft)(2,111 cy)(Average 9.5 ft cut)
AREA H(6,250 sq ft)(2,430 cy)(Average 10.5 ft cut)
AREA F(5,500 sq ft)(2,440 cy)(Average 12 ft cut)
AREA B(4,300 sq ft)(1,900 cy)(Average 12 ft cut)
AREA C(7,600 sq ft)(2,251 cy)(Average 8 ft cut)

AREA G(9,100 sq ft)(1,853 cy)(Average 5.5 ft cut)
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NCCGIA, NC911 Board
´
DRAWN BY:KRC
Legend
!(Location of Original Sample
#*Hand Auger Sample Location
Subject Property
Property Boundaries
0-6 Ft Cut
0-9 Ft Cut
0-11 Ft Cut
0-13 Ft Cut
0-16 Ft Cut
0-25 Ft Cut
TNB
DHN
NOTE: CUT/FILL DIAGRAM PROVIDED HAS BEEN MODIFIED IN ARCGIS SOFTWARE
!(
#*
#*#*
#*
#*
#*
#*
S-1 (s)
S-2S-3
S-6
S-5
S-4
S-7
NCCGIA, NC911 Board
EXHIBIT 5

COMPLETED VAPOR INTRUSION MITIGATION SYSTEM
(VIMS) DESIGN SUBMITTAL REQUIREMENTS CHECKLIST
ATTACHMENT 1

LEVELS L01 THRU L20 PLANS
310
315
320
325
330
306
307
308
309
328
306
307
329
308
309
310
UP
W
W
W W
W
W
W
E
E
E
EEE
E
DNDN DN
6.32%
GARAGE SOUTH
ENTRANCE
GARAGE SOUTH
ENTRANCE
N
307' - 0"
310' - 0"
309' - 0"
308' - 0"
6.
4
9
%
LAKE WHEELER ROAD
HAMMELL DRIVE
CURFMAN STREET
314' - 0"
312' - 6"
310' - 0"
[No Slope]
13
.
8
4
%
A2
U329
S4
U330
S2
U326
S2
U325
S1
U324
A1
U323
B2
U322
AJ1
U321
AJ1
U320 B4-BP
U216
B4-BP
U215
1.
7
7
%
S2
U328
S2
U327
319' - 6"314' - 0"314' - 0"
6.45%
5.
3
1
%
5.
4
0
%
DOMESTIC WATER
SUPPLY
TRASH ROOM
FIRE PUMP ROOM
VESTIBULE
STAIR 2
ELEV 4ELECTRICAL
ROOMGENERATOR
ROOM
TRANSFORMER
VAULT
STAIR 4
VESTIBULE
TRASH
STORAGE
JC
STAIR 3
MECH. / ELEC.
MECH.STOR.
BIKE STORAGE
STAIR 1
ELEV. LOBBY
ELEV 1 ELEV 2
ELEV. 3
FCC
RETAIL TRASH
STORAGETRASH
DRAWN BY:
©
2
0
2
3

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CHECKED BY:
CONTENT:
REVISIONS:
ISSUE:
PROJECT:DATE
510 South Wilmington Street | Raleigh, NC 27601
1218 Chestnut Street, 7th Floor | Philadelphia, PA 19107
tel [phone]
60 Columbus Circle, 20th floor | New York, NY 10023
tel [phone]
4242 Six Forks Rd, Suite 820 | Raleigh, NC 27609
tel: [phone]
ADMINISTRATIVE
SITE REVIEW
05/18/2022
SD 06/10/2022
OWNER
OWNER
ARCHITECT | INTERIOR DESIGN | LANDSCAPE
ARCHITECTURE
400 W. Morgan street. Suite 100 | Raleigh, NC 27603
tel: [phone]
MEP ENGINEER
4208 Six Forks Road | Raleigh, NC 27609
tel: [phone]
Structural Engineer
50% DD 07/22/2022
100% DD 09/29/2022
50% CD 12/9/2022
80% CD 2/24/2023
2/
2
4
/
2
0
2
3

4
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5
:
0
7

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SITE PLAN
A1.00
Author
SM
1" = 20'-0"100 - SITE PLAN
W
W
W W
W
W
W
E
E
E
E
EE
E
DNDN DN
A3.01
1
A3.00 1
A3.002
BELOW GRADE
1
A3.21
1
A3.20
BELOW GRADE
A5.20
1
A5.20
2
7
OUTDOOR TERRACE
A3.065
A3.06
1
A3.064
A3.063
A3.06 2
A3.04
1
A3.05
4
A3.04
2
6.32%
314' - 0"
308' - 0"
307' - 0"
309' - 0"
307' - 0"
S T T
310' - 0"
308' - 0"
6.
4
9
%
310' - 5"
A7.10
1
A7.08A
1
A7.09
1
A7.02A
1
A7.01A
1
8 CONTAINERS
PET
WASH
310' - 0"
1 2 3 4 5 6
8
7
COMPACTORVERTICAL BALER
312' - 6"
LEASING PARKING
314' - 0"314' - 0"
6.45%
[No Slope]
DRY PUMP
TRANSFORMER
VAULTSTORAGE
GENERATOR
ROOM
ELECTRICAL
ROOM
FIRE PUMP ROOM
DOMESTIC WATER
SUPPLY
TRASH ROOM
STAIR 2
VESTIBULE ELEV. LOBBY
ELEV 4
RETAIL TRASH RETAIL
STAIR 1 ELEV. 3
ELEV 2ELEV 1
VESTIBULE
ELEV. LOBBY
MAINTENANCE
BIKE STORAGE
FCC
314' - 0"
314' - 0"
310' - 0"
2
CS0.47
319' - 6"
REFER TO A6.00 SERIES
THE ARCHITECTURAL DRAWINGS MUST BE USED IN CONJUNCTION WITH THE
CIVIL, STRUCTURAL, MEP, FIRE PROTECTION DRAWINGS AND SPECIFICATIONS.
THE CONTRACTOR IS RESPONSIBILE FOR ALL COORDINATION BETWEEN THE
DRAWINGS. DISCREPANCIES SHOULD BE BROUGHT TO THE ATTENTION OF THE
ARCHITECT.
THE CONTRACTOR IS ADVISED THAT THE AVAILABLE SPACE FOR ROUTING ALL
ELECTRICAL, MECHANICAL, PLUMBING, FIRE PROTECTION AND COMMUNICATIONS
PIPING, CONDUIT, TRAYS AND DUCTWORK MAY BE LIMITED IN MANY LOCATIONS.
THE CONTRACTOR SHALL COORDINATE ALL OF THE TRADES WORK AND MAKE
ADJUSTMENTS, WITH THE ARCHITECTS APPROVAL, TO THE ROUTING OF THESE
ITEMS AS REQUIRED. ANY REWORK RESULTING FROM THE FAILURE TO
COORDINATE WILL BE PERFORMED BY THE CONTRACTOR AT NO ADDITIONAL
COST.
ALL PENETRATIONS OF FIRE RATED ASSEMBLIES SHALL BE FIRE BLOCKED AND
SEALED PER UL APPROVED METHODS.
ABBREVIATIONS:
FEC = FIRE EXTINGUISHER AND CABINET
CG = CORNER GUARD
FD = FLOOR DRAIN, SEE MEP DRAWINGS
DF = DRINKING FOUNTAIN, SEE MEP DRAWINGS
EWC = ELECTRIC WATER COOLER
WOM = WALK OFF MAT
PBB = PLYWOOD BACKER BOARD, PAINTED
SP = STANDPIPE, SEE SPRINKLER DRAWINGS
RHC = ROOF HYDRANT CONTROL, SEE SPRINKLER DRAWINGS
CHS = CONDUCTOR HEAD DOWNSPOUT
RDL = ROOF DRAIN LEADER, SEE PLUMBING DRAWINGS
OS = OVERFLOW DRAIN SCUPPER
HVC = HOSE VALVE CABINET, SEE SPRINKLER DRAWINGS
ALL CONCEALED FIRE RATED ASSEMBLIES SHALL BE PROVIDED WITH SIGNAGE
INDICATING THE TYPE OF ASSEMBLY AND THE FIRE RATING IN HOURS IN LETTERS
NO SMALLER THAN 3" HIGH. SEE IBC SECTION 703.7
CONTRACTOR TO REPLACE ALL AREAS OF NEW FIRE PROOFING DAMAGED DURING
THE INSTALLATION OF WORK. REPAIR FIRE PROOFING MUST BE EQUAL TO
REQUIRED RESISTANCE RATING.
ALL DIMENSIONS ARE FROM THE FACE OF STUD/CMU WALL UNLESS OTHERWISE
NOTED.
ALL DOORS SHALL BE MOUNTED A MINIMUM OF 4" FROM THE INTERIOR FACE OF THE
WALL TO THE EDGE OF THE DOOR FRAME UNLESS OTHERWISE NOTED.
CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL BLOCKING AND REINFORCING
AS REQUIRED FOR THE INSTALLATION OF, INCLUDING, BUT NOT LIMITED TO, TOILET
PARTITIONS, TOILET ACCESSORIES, HANDRAILS AND MILLWORK INDICATED IN THE
CONTRACT DOUCMENTS.
LEGEND
A
U01 DOOR TYPE; SEE SCHEDULE ON SHEET A11.01 AND
A11.02
WINDOW TYPE; SEE SCHEDULE ON SHEET A11.03
#WALL TYPE; SEE CS.15
ALL COLUMNS TO BE SPRAYED FIREPROOFED UNLESS OTHERWISE NOTED ON
PLANS. COLUMNS TO BE 3 HR RATED.
CORRIDOR CONTROL JOINTS:
COORDINATE CONTROL JOINT LOCATIONS WITH GYPSUM BOARD SUBCONTRACCTOR
AND PROJECT TEAM TO DETERMINE REQUIRED DISTANCE BETWEEN JOINTS.DRAWN BY:
©
2
0
2
3

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.
CHECKED BY:
CONTENT:
REVISIONS:
ISSUE:
PROJECT:DATE
510 South Wilmington Street | Raleigh, NC 27601
1218 Chestnut Street, 7th Floor | Philadelphia, PA 19107
tel [phone]
60 Columbus Circle, 20th floor | New York, NY 10023
tel [phone]
4242 Six Forks Rd, Suite 820 | Raleigh, NC 27609
tel: [phone]
ADMINISTRATIVE
SITE REVIEW
05/18/2022
SD 06/10/2022
OWNER
OWNER
ARCHITECT | INTERIOR DESIGN | LANDSCAPE
ARCHITECTURE
400 W. Morgan street. Suite 100 | Raleigh, NC 27603
tel: [phone]
MEP ENGINEER
4208 Six Forks Road | Raleigh, NC 27609
tel: [phone]
Structural Engineer
50% DD 07/22/2022
100% DD 09/29/2022
50% CD 12/9/2022
80% CD 2/24/2023
2/
2
4
/
2
0
2
3

4
:
3
5
:
1
9

P
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BI
M

3
6
0
:
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L01 -OVERALL PLAN
A1.01
Author
SM
1/16" = 1'-0"101 - OVERALL PLAN
KEY PLAN
GENERAL NOTES - PLANS (OVERALL)
UP
W
W
W W
W
W
E
E
E
E
EE
E
1
A3.22 A3.01
1
A3.02
1
A3.002
BELOW GRADE
1
A3.21
2
A3.20 1
A3.20
TR.
A3.065
A3.06
1
A3.064
A3.063
A3.06 2
A3.04
1
A3.05
4
A3.04
2
A7.03
1
6.65%
A7.10
2
A7.08A
2
A7.09
2
A7.02A
2
OPEN TO
BELOW
A7.01A
2
A9.10
2
B3-BP
U214
B3-BP
U213
B4-BP
U216
B4-BP
U215
M-B8
U211
6.59%
13
.
8
4
%
327' - 0"
M-C1 TYPE A
U209
7.
4
1
%
A8.03
3
5.
3
1
%
319' - 6"
6.45%
A7.06
2
1.
7
7
%
5.
4
0
%
OPEN TO
BELOW
SEE LEVEL 3 FOR
TYPICAL UNITS
STAIR 3
MECH. / ELEC.ELEV 4
ELEV. LOBBY
STAIR 2
TRASH
VESTIBULE
ELEV 1 ELEV 2
STAIR 1 ELEV. 3
ELEV. LOBBY
MECH.
ELEC.DRY PUMP
TRASH ROOM
STORAGE
2
CS0.47
MECH.STOR.
323' - 0"
319' - 6"
319' - 6"
THE ARCHITECTURAL DRAWINGS MUST BE USED IN CONJUNCTION WITH THE
CIVIL, STRUCTURAL, MEP, FIRE PROTECTION DRAWINGS AND SPECIFICATIONS.
THE CONTRACTOR IS RESPONSIBILE FOR ALL COORDINATION BETWEEN THE
DRAWINGS. DISCREPANCIES SHOULD BE BROUGHT TO THE ATTENTION OF THE
ARCHITECT.
THE CONTRACTOR IS ADVISED THAT THE AVAILABLE SPACE FOR ROUTING ALL
ELECTRICAL, MECHANICAL, PLUMBING, FIRE PROTECTION AND COMMUNICATIONS
PIPING, CONDUIT, TRAYS AND DUCTWORK MAY BE LIMITED IN MANY LOCATIONS.
THE CONTRACTOR SHALL COORDINATE ALL OF THE TRADES WORK AND MAKE
ADJUSTMENTS, WITH THE ARCHITECTS APPROVAL, TO THE ROUTING OF THESE
ITEMS AS REQUIRED. ANY REWORK RESULTING FROM THE FAILURE TO
COORDINATE WILL BE PERFORMED BY THE CONTRACTOR AT NO ADDITIONAL
COST.
ALL PENETRATIONS OF FIRE RATED ASSEMBLIES SHALL BE FIRE BLOCKED AND
SEALED PER UL APPROVED METHODS.
ABBREVIATIONS:
FEC = FIRE EXTINGUISHER AND CABINET
CG = CORNER GUARD
FD = FLOOR DRAIN, SEE MEP DRAWINGS
DF = DRINKING FOUNTAIN, SEE MEP DRAWINGS
EWC = ELECTRIC WATER COOLER
WOM = WALK OFF MAT
PBB = PLYWOOD BACKER BOARD, PAINTED
SP = STANDPIPE, SEE SPRINKLER DRAWINGS
RHC = ROOF HYDRANT CONTROL, SEE SPRINKLER DRAWINGS
CHS = CONDUCTOR HEAD DOWNSPOUT
RDL = ROOF DRAIN LEADER, SEE PLUMBING DRAWINGS
OS = OVERFLOW DRAIN SCUPPER
HVC = HOSE VALVE CABINET, SEE SPRINKLER DRAWINGS
ALL CONCEALED FIRE RATED ASSEMBLIES SHALL BE PROVIDED WITH SIGNAGE
INDICATING THE TYPE OF ASSEMBLY AND THE FIRE RATING IN HOURS IN LETTERS
NO SMALLER THAN 3" HIGH. SEE IBC SECTION 703.7
CONTRACTOR TO REPLACE ALL AREAS OF NEW FIRE PROOFING DAMAGED DURING
THE INSTALLATION OF WORK. REPAIR FIRE PROOFING MUST BE EQUAL TO
REQUIRED RESISTANCE RATING.
ALL DIMENSIONS ARE FROM THE FACE OF STUD/CMU WALL UNLESS OTHERWISE
NOTED.
ALL DOORS SHALL BE MOUNTED A MINIMUM OF 4" FROM THE INTERIOR FACE OF THE
WALL TO THE EDGE OF THE DOOR FRAME UNLESS OTHERWISE NOTED.
CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL BLOCKING AND REINFORCING
AS REQUIRED FOR THE INSTALLATION OF, INCLUDING, BUT NOT LIMITED TO, TOILET
PARTITIONS, TOILET ACCESSORIES, HANDRAILS AND MILLWORK INDICATED IN THE
CONTRACT DOUCMENTS.
LEGEND
A
U01 DOOR TYPE; SEE SCHEDULE ON SHEET A11.01 AND
A11.02
WINDOW TYPE; SEE SCHEDULE ON SHEET A11.03
#WALL TYPE; SEE CS.15
ALL COLUMNS TO BE SPRAYED FIREPROOFED UNLESS OTHERWISE NOTED ON
PLANS. COLUMNS TO BE 3 HR RATED.
CORRIDOR CONTROL JOINTS:
COORDINATE CONTROL JOINT LOCATIONS WITH GYPSUM BOARD SUBCONTRACCTOR
AND PROJECT TEAM TO DETERMINE REQUIRED DISTANCE BETWEEN JOINTS.DRAWN BY:
©
2
0
2
3

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C
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S
,

P
L
L
C
.
CHECKED BY:
CONTENT:
REVISIONS:
ISSUE:
PROJECT:DATE
510 South Wilmington Street | Raleigh, NC 27601
1218 Chestnut Street, 7th Floor | Philadelphia, PA 19107
tel [phone]
60 Columbus Circle, 20th floor | New York, NY 10023
tel [phone]
4242 Six Forks Rd, Suite 820 | Raleigh, NC 27609
tel: [phone]
ADMINISTRATIVE
SITE REVIEW
05/18/2022
SD 06/10/2022
OWNER
OWNER
ARCHITECT | INTERIOR DESIGN | LANDSCAPE
ARCHITECTURE
400 W. Morgan street. Suite 100 | Raleigh, NC 27603
tel: [phone]
MEP ENGINEER
4208 Six Forks Road | Raleigh, NC 27609
tel: [phone]
Structural Engineer
50% DD 07/22/2022
100% DD 09/29/2022
50% CD 12/9/2022
80% CD 2/24/2023
2/
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L02 -OVERALL PLAN
A1.02
Author
SM
1/16" = 1'-0"102 - OVERALL PLAN
KEY PLAN
GENERAL NOTES - PLANS (OVERALL)
W
W
W
W
W
E
E
E
E
EE
E
UP
UPUP
1
A3.22 A3.01
1
A3.00 1
A3.02
1
A3.002
1
A3.21
2
A3.20 1
A3.20
S4
U330
B1
U316
B1
U314
B1
U317
AJ1
U318
AJ1
U319
AJ1
U320
AJ1
U321 S2
U313B2
U322
A1
U323
S1
U324
S2
U325
S2
U326
M-A6
U308
M-A5
U307
M-A4
U306
M-A4
U305
M-A4
U304
A3.065
A3.06
1
A3.064
A3.063
A3.05
3
A3.06 2
A3.04
1
A3.05 1
A3.05
4
A3.04
2
A3.04
3
A7.03
4
A7.04
2
M-S4
U303
M-B1
U302
M-A1
U300
M-A2
U301
6.65%6.31%
A7.06
3
S2
U315
A7.11
1
A7.10
3
A7.08A
3
A7.09
3A5.10
2
A7.02A
3
A7.01A
5
M-A7
U312
EV 2 EV 2
M-A3
U310
M-C1
U309
A2
U329
1.74%
S2
U327
S2
U328
338' - 4"
M-B13.1
U311
VESTIBULE
MECH. / ELEC.
ELEV. LOBBY
ELEV 4
STAIR 2
TRASH
ELEV 2ELEV 1
ELEV. LOBBY
STAIR 1 ELEV. 3
MECH
JC
VESTIBULE
TRASH
ELEV. 5
STAIR 4
MECH. / ELEC.
STAIR 3
ELEC.DRY PUMP
30
'

-

0
"
2
CS0.47
THE ARCHITECTURAL DRAWINGS MUST BE USED IN CONJUNCTION WITH THE
CIVIL, STRUCTURAL, MEP, FIRE PROTECTION DRAWINGS AND SPECIFICATIONS.
THE CONTRACTOR IS RESPONSIBILE FOR ALL COORDINATION BETWEEN THE
DRAWINGS. DISCREPANCIES SHOULD BE BROUGHT TO THE ATTENTION OF THE
ARCHITECT.
THE CONTRACTOR IS ADVISED THAT THE AVAILABLE SPACE FOR ROUTING ALL
ELECTRICAL, MECHANICAL, PLUMBING, FIRE PROTECTION AND COMMUNICATIONS
PIPING, CONDUIT, TRAYS AND DUCTWORK MAY BE LIMITED IN MANY LOCATIONS.
THE CONTRACTOR SHALL COORDINATE ALL OF THE TRADES WORK AND MAKE
ADJUSTMENTS, WITH THE ARCHITECTS APPROVAL, TO THE ROUTING OF THESE
ITEMS AS REQUIRED. ANY REWORK RESULTING FROM THE FAILURE TO
COORDINATE WILL BE PERFORMED BY THE CONTRACTOR AT NO ADDITIONAL
COST.
ALL PENETRATIONS OF FIRE RATED ASSEMBLIES SHALL BE FIRE BLOCKED AND
SEALED PER UL APPROVED METHODS.
ABBREVIATIONS:
FEC = FIRE EXTINGUISHER AND CABINET
CG = CORNER GUARD
FD = FLOOR DRAIN, SEE MEP DRAWINGS
DF = DRINKING FOUNTAIN, SEE MEP DRAWINGS
EWC = ELECTRIC WATER COOLER
WOM = WALK OFF MAT
PBB = PLYWOOD BACKER BOARD, PAINTED
SP = STANDPIPE, SEE SPRINKLER DRAWINGS
RHC = ROOF HYDRANT CONTROL, SEE SPRINKLER DRAWINGS
CHS = CONDUCTOR HEAD DOWNSPOUT
RDL = ROOF DRAIN LEADER, SEE PLUMBING DRAWINGS
OS = OVERFLOW DRAIN SCUPPER
HVC = HOSE VALVE CABINET, SEE SPRINKLER DRAWINGS
ALL CONCEALED FIRE RATED ASSEMBLIES SHALL BE PROVIDED WITH SIGNAGE
INDICATING THE TYPE OF ASSEMBLY AND THE FIRE RATING IN HOURS IN LETTERS
NO SMALLER THAN 3" HIGH. SEE IBC SECTION 703.7
CONTRACTOR TO REPLACE ALL AREAS OF NEW FIRE PROOFING DAMAGED DURING
THE INSTALLATION OF WORK. REPAIR FIRE PROOFING MUST BE EQUAL TO
REQUIRED RESISTANCE RATING.
ALL DIMENSIONS ARE FROM THE FACE OF STUD/CMU WALL UNLESS OTHERWISE
NOTED.
ALL DOORS SHALL BE MOUNTED A MINIMUM OF 4" FROM THE INTERIOR FACE OF THE
WALL TO THE EDGE OF THE DOOR FRAME UNLESS OTHERWISE NOTED.
CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL BLOCKING AND REINFORCING
AS REQUIRED FOR THE INSTALLATION OF, INCLUDING, BUT NOT LIMITED TO, TOILET
PARTITIONS, TOILET ACCESSORIES, HANDRAILS AND MILLWORK INDICATED IN THE
CONTRACT DOUCMENTS.
LEGEND
A
U01 DOOR TYPE; SEE SCHEDULE ON SHEET A11.01 AND
A11.02
WINDOW TYPE; SEE SCHEDULE ON SHEET A11.03
#WALL TYPE; SEE CS.15
ALL COLUMNS TO BE SPRAYED FIREPROOFED UNLESS OTHERWISE NOTED ON
PLANS. COLUMNS TO BE 3 HR RATED.
CORRIDOR CONTROL JOINTS:
COORDINATE CONTROL JOINT LOCATIONS WITH GYPSUM BOARD SUBCONTRACCTOR
AND PROJECT TEAM TO DETERMINE REQUIRED DISTANCE BETWEEN JOINTS.DRAWN BY:
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CHECKED BY:
CONTENT:
REVISIONS:
ISSUE:
PROJECT:DATE
510 South Wilmington Street | Raleigh, NC 27601
1218 Chestnut Street, 7th Floor | Philadelphia, PA 19107
tel [phone]
60 Columbus Circle, 20th floor | New York, NY 10023
tel [phone]
4242 Six Forks Rd, Suite 820 | Raleigh, NC 27609
tel: [phone]
ADMINISTRATIVE
SITE REVIEW
05/18/2022
SD 06/10/2022
OWNER
OWNER
ARCHITECT | INTERIOR DESIGN | LANDSCAPE
ARCHITECTURE
400 W. Morgan street. Suite 100 | Raleigh, NC 27603
tel: [phone]
MEP ENGINEER
4208 Six Forks Road | Raleigh, NC 27609
tel: [phone]
Structural Engineer
50% DD 07/22/2022
100% DD 09/29/2022
50% CD 12/9/2022
80% CD 2/24/2023
2/
2
4
/
2
0
2
3

4
:
3
5
:
5
5

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L03 -OVERALL PLAN
A1.03
Author
SM
1/16" = 1'-0"
103 - OVERALL PLAN
KEY PLAN
GENERAL NOTES - PLANS (OVERALL)
W
W
W
W
W
E
E
E
E
EE
E
UPUP
THE ARCHITECTURAL DRAWINGS MUST BE USED IN CONJUNCTION WITH THE
CIVIL, STRUCTURAL, MEP, FIRE PROTECTION DRAWINGS AND SPECIFICATIONS.
THE CONTRACTOR IS RESPONSIBILE FOR ALL COORDINATION BETWEEN THE
DRAWINGS. DISCREPANCIES SHOULD BE BROUGHT TO THE ATTENTION OF THE
ARCHITECT.
THE CONTRACTOR IS ADVISED THAT THE AVAILABLE SPACE FOR ROUTING ALL
ELECTRICAL, MECHANICAL, PLUMBING, FIRE PROTECTION AND COMMUNICATIONS
PIPING, CONDUIT, TRAYS AND DUCTWORK MAY BE LIMITED IN MANY LOCATIONS.
THE CONTRACTOR SHALL COORDINATE ALL OF THE TRADES WORK AND MAKE
ADJUSTMENTS, WITH THE ARCHITECTS APPROVAL, TO THE ROUTING OF THESE
ITEMS AS REQUIRED. ANY REWORK RESULTING FROM THE FAILURE TO
COORDINATE WILL BE PERFORMED BY THE CONTRACTOR AT NO ADDITIONAL
COST.
ALL PENETRATIONS OF FIRE RATED ASSEMBLIES SHALL BE FIRE BLOCKED AND
SEALED PER UL APPROVED METHODS.
ABBREVIATIONS:
FEC = FIRE EXTINGUISHER AND CABINET
CG = CORNER GUARD
FD = FLOOR DRAIN, SEE MEP DRAWINGS
DF = DRINKING FOUNTAIN, SEE MEP DRAWINGS
EWC = ELECTRIC WATER COOLER
WOM = WALK OFF MAT
PBB = PLYWOOD BACKER BOARD, PAINTED
SP = STANDPIPE, SEE SPRINKLER DRAWINGS
RHC = ROOF HYDRANT CONTROL, SEE SPRINKLER DRAWINGS
CHS = CONDUCTOR HEAD DOWNSPOUT
RDL = ROOF DRAIN LEADER, SEE PLUMBING DRAWINGS
OS = OVERFLOW DRAIN SCUPPER
HVC = HOSE VALVE CABINET, SEE SPRINKLER DRAWINGS
ALL CONCEALED FIRE RATED ASSEMBLIES SHALL BE PROVIDED WITH SIGNAGE
INDICATING THE TYPE OF ASSEMBLY AND THE FIRE RATING IN HOURS IN LETTERS
NO SMALLER THAN 3" HIGH. SEE IBC SECTION 703.7
CONTRACTOR TO REPLACE ALL AREAS OF NEW FIRE PROOFING DAMAGED DURING
THE INSTALLATION OF WORK. REPAIR FIRE PROOFING MUST BE EQUAL TO
REQUIRED RESISTANCE RATING.
ALL DIMENSIONS ARE FROM THE FACE OF STUD/CMU WALL UNLESS OTHERWISE
NOTED.
ALL DOORS SHALL BE MOUNTED A MINIMUM OF 4" FROM THE INTERIOR FACE OF THE
WALL TO THE EDGE OF THE DOOR FRAME UNLESS OTHERWISE NOTED.
CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL BLOCKING AND REINFORCING
AS REQUIRED FOR THE INSTALLATION OF, INCLUDING, BUT NOT LIMITED TO, TOILET
PARTITIONS, TOILET ACCESSORIES, HANDRAILS AND MILLWORK INDICATED IN THE
CONTRACT DOUCMENTS.
LEGEND
A
U01 DOOR TYPE; SEE SCHEDULE ON SHEET A11.01 AND
A11.02
WINDOW TYPE; SEE SCHEDULE ON SHEET A11.03
#WALL TYPE; SEE CS.15
ALL COLUMNS TO BE SPRAYED FIREPROOFED UNLESS OTHERWISE NOTED ON
PLANS. COLUMNS TO BE 3 HR RATED.
CORRIDOR CONTROL JOINTS:
COORDINATE CONTROL JOINT LOCATIONS WITH GYPSUM BOARD SUBCONTRACCTOR
AND PROJECT TEAM TO DETERMINE REQUIRED DISTANCE BETWEEN JOINTS.
1
A3.22 A3.01
1
A3.00 1
A3.02
1
A3.002
1
A3.21
2
A3.20 1
A3.20
A3.065
A3.06
1
A3.064
A3.063
A3.05
3
A3.06 2
A3.04
1
A3.05 1
A3.05
4
A3.04
2
A3.04
3
SEE LEVEL 3 FOR
TYPICAL UNITS
S3 TYPE A
U427
SEE LEVEL 3 FOR
TYPICAL GARAGE
FLOOR
SEE LEVEL 3 FOR
TYPICAL UNITS
STAIR 1
VESTIBULE
ELEV. 3
ELEV 1 ELEV 2
STAIR 2
ELEV 4
MECH. / ELEC.
ELEV. LOBBYJC
VESTIBULE
TRASH
MECH
ELEC.DRY PUMP
2
CS0.47
STAIR 4
TRASH
VESTIBULE
ELEV. 5
JC
STAIR 3
MECH. / ELEC.
DRAWN BY:
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CHECKED BY:
CONTENT:
REVISIONS:
ISSUE:
PROJECT:DATE
510 South Wilmington Street | Raleigh, NC 27601
1218 Chestnut Street, 7th Floor | Philadelphia, PA 19107
tel [phone]
60 Columbus Circle, 20th floor | New York, NY 10023
tel [phone]
4242 Six Forks Rd, Suite 820 | Raleigh, NC 27609
tel: [phone]
ADMINISTRATIVE
SITE REVIEW
05/18/2022
SD 06/10/2022
OWNER
OWNER
ARCHITECT | INTERIOR DESIGN | LANDSCAPE
ARCHITECTURE
400 W. Morgan street. Suite 100 | Raleigh, NC 27603
tel: [phone]
MEP ENGINEER
4208 Six Forks Road | Raleigh, NC 27609
tel: [phone]
Structural Engineer
50% DD 07/22/2022
100% DD 09/29/2022
50% CD 12/9/2022
80% CD 2/24/2023
2/
2
4
/
2
0
2
3

4
:
3
6
:
0
6

P
M
BI
M

3
6
0
:
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/
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L04 -OVERALL PLAN
A1.04
Author
SM
KEY PLAN
1/16" = 1'-0"104 - OVERALL PLAN
GENERAL NOTES - PLANS (OVERALL)
W
W
W
W
W
E
E
E
E
EE
E
UPUP
THE ARCHITECTURAL DRAWINGS MUST BE USED IN CONJUNCTION WITH THE
CIVIL, STRUCTURAL, MEP, FIRE PROTECTION DRAWINGS AND SPECIFICATIONS.
THE CONTRACTOR IS RESPONSIBILE FOR ALL COORDINATION BETWEEN THE
DRAWINGS. DISCREPANCIES SHOULD BE BROUGHT TO THE ATTENTION OF THE
ARCHITECT.
THE CONTRACTOR IS ADVISED THAT THE AVAILABLE SPACE FOR ROUTING ALL
ELECTRICAL, MECHANICAL, PLUMBING, FIRE PROTECTION AND COMMUNICATIONS
PIPING, CONDUIT, TRAYS AND DUCTWORK MAY BE LIMITED IN MANY LOCATIONS.
THE CONTRACTOR SHALL COORDINATE ALL OF THE TRADES WORK AND MAKE
ADJUSTMENTS, WITH THE ARCHITECTS APPROVAL, TO THE ROUTING OF THESE
ITEMS AS REQUIRED. ANY REWORK RESULTING FROM THE FAILURE TO
COORDINATE WILL BE PERFORMED BY THE CONTRACTOR AT NO ADDITIONAL
COST.
ALL PENETRATIONS OF FIRE RATED ASSEMBLIES SHALL BE FIRE BLOCKED AND
SEALED PER UL APPROVED METHODS.
ABBREVIATIONS:
FEC = FIRE EXTINGUISHER AND CABINET
CG = CORNER GUARD
FD = FLOOR DRAIN, SEE MEP DRAWINGS
DF = DRINKING FOUNTAIN, SEE MEP DRAWINGS
EWC = ELECTRIC WATER COOLER
WOM = WALK OFF MAT
PBB = PLYWOOD BACKER BOARD, PAINTED
SP = STANDPIPE, SEE SPRINKLER DRAWINGS
RHC = ROOF HYDRANT CONTROL, SEE SPRINKLER DRAWINGS
CHS = CONDUCTOR HEAD DOWNSPOUT
RDL = ROOF DRAIN LEADER, SEE PLUMBING DRAWINGS
OS = OVERFLOW DRAIN SCUPPER
HVC = HOSE VALVE CABINET, SEE SPRINKLER DRAWINGS
ALL CONCEALED FIRE RATED ASSEMBLIES SHALL BE PROVIDED WITH SIGNAGE
INDICATING THE TYPE OF ASSEMBLY AND THE FIRE RATING IN HOURS IN LETTERS
NO SMALLER THAN 3" HIGH. SEE IBC SECTION 703.7
CONTRACTOR TO REPLACE ALL AREAS OF NEW FIRE PROOFING DAMAGED DURING
THE INSTALLATION OF WORK. REPAIR FIRE PROOFING MUST BE EQUAL TO
REQUIRED RESISTANCE RATING.
ALL DIMENSIONS ARE FROM THE FACE OF STUD/CMU WALL UNLESS OTHERWISE
NOTED.
ALL DOORS SHALL BE MOUNTED A MINIMUM OF 4" FROM THE INTERIOR FACE OF THE
WALL TO THE EDGE OF THE DOOR FRAME UNLESS OTHERWISE NOTED.
CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL BLOCKING AND REINFORCING
AS REQUIRED FOR THE INSTALLATION OF, INCLUDING, BUT NOT LIMITED TO, TOILET
PARTITIONS, TOILET ACCESSORIES, HANDRAILS AND MILLWORK INDICATED IN THE
CONTRACT DOUCMENTS.
LEGEND
A
U01 DOOR TYPE; SEE SCHEDULE ON SHEET A11.01 AND
A11.02
WINDOW TYPE; SEE SCHEDULE ON SHEET A11.03
#WALL TYPE; SEE CS.15
ALL COLUMNS TO BE SPRAYED FIREPROOFED UNLESS OTHERWISE NOTED ON
PLANS. COLUMNS TO BE 3 HR RATED.
CORRIDOR CONTROL JOINTS:
COORDINATE CONTROL JOINT LOCATIONS WITH GYPSUM BOARD SUBCONTRACCTOR
AND PROJECT TEAM TO DETERMINE REQUIRED DISTANCE BETWEEN JOINTS.
1
A3.22 A3.01
1
A3.00 1
A3.02
1
A3.002
1
A3.21
2
A3.20 1
A3.20
A3.065
A3.06
1
A3.064
A3.063
A3.05
3
A3.06 2
A3.04
1
A3.05 1
A3.05
4
A3.04
2
A3.04
3
SEE LEVEL 3 FOR
TYPICAL UNITS
S3 TYPE A
U527
SEE LEVEL 3 FOR
TYPICAL GARAGE
FLOOR
SEE LEVEL 3 FOR
TYPICAL UNITS
JC
STAIR 2
ELEV. LOBBY
ELEV 4 MECH. / ELEC.
VESTIBULE
TRASH
VESTIBULE
STAIR 1 ELEV. 3
ELEV 1 ELEV 2
MECH
DRY PUMP ELEC.
2
CS0.47
JC
ELEV. 5
VESTIBULE
TRASH
STAIR 4
STAIR 3
MECH. / ELEC.
DRAWN BY:
©
2
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CHECKED BY:
CONTENT:
REVISIONS:
ISSUE:
PROJECT:DATE
510 South Wilmington Street | Raleigh, NC 27601
1218 Chestnut Street, 7th Floor | Philadelphia, PA 19107
tel [phone]
60 Columbus Circle, 20th floor | New York, NY 10023
tel [phone]
4242 Six Forks Rd, Suite 820 | Raleigh, NC 27609
tel: [phone]
ADMINISTRATIVE
SITE REVIEW
05/18/2022
SD 06/10/2022
OWNER
OWNER
ARCHITECT | INTERIOR DESIGN | LANDSCAPE
ARCHITECTURE
400 W. Morgan street. Suite 100 | Raleigh, NC 27603
tel: [phone]
MEP ENGINEER
4208 Six Forks Road | Raleigh, NC 27609
tel: [phone]
Structural Engineer
50% DD 07/22/2022
100% DD 09/29/2022
50% CD 12/9/2022
80% CD 2/24/2023
2/
2
4
/
2
0
2
3

4
:
3
6
:
1
5

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L05 -OVERALL PLAN
A1.05
Author
SM
KEY PLAN
1/16" = 1'-0"105 - OVERALL PLAN
GENERAL NOTES - PLANS (OVERALL)
W
W
W
W
W
E
E
E
E
EE
E
UPUP
UP
THE ARCHITECTURAL DRAWINGS MUST BE USED IN CONJUNCTION WITH THE
CIVIL, STRUCTURAL, MEP, FIRE PROTECTION DRAWINGS AND SPECIFICATIONS.
THE CONTRACTOR IS RESPONSIBILE FOR ALL COORDINATION BETWEEN THE
DRAWINGS. DISCREPANCIES SHOULD BE BROUGHT TO THE ATTENTION OF THE
ARCHITECT.
THE CONTRACTOR IS ADVISED THAT THE AVAILABLE SPACE FOR ROUTING ALL
ELECTRICAL, MECHANICAL, PLUMBING, FIRE PROTECTION AND COMMUNICATIONS
PIPING, CONDUIT, TRAYS AND DUCTWORK MAY BE LIMITED IN MANY LOCATIONS.
THE CONTRACTOR SHALL COORDINATE ALL OF THE TRADES WORK AND MAKE
ADJUSTMENTS, WITH THE ARCHITECTS APPROVAL, TO THE ROUTING OF THESE
ITEMS AS REQUIRED. ANY REWORK RESULTING FROM THE FAILURE TO
COORDINATE WILL BE PERFORMED BY THE CONTRACTOR AT NO ADDITIONAL
COST.
ALL PENETRATIONS OF FIRE RATED ASSEMBLIES SHALL BE FIRE BLOCKED AND
SEALED PER UL APPROVED METHODS.
ABBREVIATIONS:
FEC = FIRE EXTINGUISHER AND CABINET
CG = CORNER GUARD
FD = FLOOR DRAIN, SEE MEP DRAWINGS
DF = DRINKING FOUNTAIN, SEE MEP DRAWINGS
EWC = ELECTRIC WATER COOLER
WOM = WALK OFF MAT
PBB = PLYWOOD BACKER BOARD, PAINTED
SP = STANDPIPE, SEE SPRINKLER DRAWINGS
RHC = ROOF HYDRANT CONTROL, SEE SPRINKLER DRAWINGS
CHS = CONDUCTOR HEAD DOWNSPOUT
RDL = ROOF DRAIN LEADER, SEE PLUMBING DRAWINGS
OS = OVERFLOW DRAIN SCUPPER
HVC = HOSE VALVE CABINET, SEE SPRINKLER DRAWINGS
ALL CONCEALED FIRE RATED ASSEMBLIES SHALL BE PROVIDED WITH SIGNAGE
INDICATING THE TYPE OF ASSEMBLY AND THE FIRE RATING IN HOURS IN LETTERS
NO SMALLER THAN 3" HIGH. SEE IBC SECTION 703.7
CONTRACTOR TO REPLACE ALL AREAS OF NEW FIRE PROOFING DAMAGED DURING
THE INSTALLATION OF WORK. REPAIR FIRE PROOFING MUST BE EQUAL TO
REQUIRED RESISTANCE RATING.
ALL DIMENSIONS ARE FROM THE FACE OF STUD/CMU WALL UNLESS OTHERWISE
NOTED.
ALL DOORS SHALL BE MOUNTED A MINIMUM OF 4" FROM THE INTERIOR FACE OF THE
WALL TO THE EDGE OF THE DOOR FRAME UNLESS OTHERWISE NOTED.
CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL BLOCKING AND REINFORCING
AS REQUIRED FOR THE INSTALLATION OF, INCLUDING, BUT NOT LIMITED TO, TOILET
PARTITIONS, TOILET ACCESSORIES, HANDRAILS AND MILLWORK INDICATED IN THE
CONTRACT DOUCMENTS.
LEGEND
A
U01 DOOR TYPE; SEE SCHEDULE ON SHEET A11.01 AND
A11.02
WINDOW TYPE; SEE SCHEDULE ON SHEET A11.03
#WALL TYPE; SEE CS.15
ALL COLUMNS TO BE SPRAYED FIREPROOFED UNLESS OTHERWISE NOTED ON
PLANS. COLUMNS TO BE 3 HR RATED.
CORRIDOR CONTROL JOINTS:
COORDINATE CONTROL JOINT LOCATIONS WITH GYPSUM BOARD SUBCONTRACCTOR
AND PROJECT TEAM TO DETERMINE REQUIRED DISTANCE BETWEEN JOINTS.
1
A3.22 A3.01
1
A3.00 1
A3.02
1
A3.002
1
A3.21
2
A3.20
1
A3.20
A3.065
A3.06
1
A3.064
A3.063
A3.05
3
A3.06 2
A3.04
1
A3.05 1
A3.05
4
A3.04
2
A3.04
3
SEE LEVEL 3 FOR
TYPICAL UNITS
SEE LEVEL 3 FOR
TYPICAL UNITS
SEE LEVEL 3 FOR
TYPICAL GARAGE
FLOOR
MECH. / ELEC.ELEV 4
ELEV. LOBBY
STAIR 2
TRASH
JC
VESTIBULE
ELEV. LOBBY
ELEV 1 ELEV 2
STAIR 1 ELEV. 3
MECH
DRY PUMP ELEC.
2
CS0.47
VESTIBULE
TRASH
STORAGE
MECH. / ELEC.
STAIR 3
STAIR 4
ELEV. 5
DRAWN BY:
©
2
0
2
3

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.
CHECKED BY:
CONTENT:
REVISIONS:
ISSUE:
PROJECT:DATE
510 South Wilmington Street | Raleigh, NC 27601
1218 Chestnut Street, 7th Floor | Philadelphia, PA 19107
tel [phone]
60 Columbus Circle, 20th floor | New York, NY 10023
tel [phone]
4242 Six Forks Rd, Suite 820 | Raleigh, NC 27609
tel: [phone]
ADMINISTRATIVE
SITE REVIEW
05/18/2022
SD 06/10/2022
OWNER
OWNER
ARCHITECT | INTERIOR DESIGN | LANDSCAPE
ARCHITECTURE
400 W. Morgan street. Suite 100 | Raleigh, NC 27603
tel: [phone]
MEP ENGINEER
4208 Six Forks Road | Raleigh, NC 27609
tel: [phone]
Structural Engineer
50% DD 07/22/2022
100% DD 09/29/2022
50% CD 12/9/2022
80% CD 2/24/2023
2/
2
4
/
2
0
2
3

4
:
3
6
:
2
4

P
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0
:
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L06 -OVERALL PLAN
A1.06
Author
SM
KEY PLAN
1/16" = 1'-0"106 - OVERALL PLAN
GENERAL NOTES - PLANS (OVERALL)
W
W
W
W
W
E
E
E
E
EE
E
UPUPUP
UP
THE ARCHITECTURAL DRAWINGS MUST BE USED IN CONJUNCTION WITH THE
CIVIL, STRUCTURAL, MEP, FIRE PROTECTION DRAWINGS AND SPECIFICATIONS.
THE CONTRACTOR IS RESPONSIBILE FOR ALL COORDINATION BETWEEN THE
DRAWINGS. DISCREPANCIES SHOULD BE BROUGHT TO THE ATTENTION OF THE
ARCHITECT.
THE CONTRACTOR IS ADVISED THAT THE AVAILABLE SPACE FOR ROUTING ALL
ELECTRICAL, MECHANICAL, PLUMBING, FIRE PROTECTION AND COMMUNICATIONS
PIPING, CONDUIT, TRAYS AND DUCTWORK MAY BE LIMITED IN MANY LOCATIONS.
THE CONTRACTOR SHALL COORDINATE ALL OF THE TRADES WORK AND MAKE
ADJUSTMENTS, WITH THE ARCHITECTS APPROVAL, TO THE ROUTING OF THESE
ITEMS AS REQUIRED. ANY REWORK RESULTING FROM THE FAILURE TO
COORDINATE WILL BE PERFORMED BY THE CONTRACTOR AT NO ADDITIONAL
COST.
ALL PENETRATIONS OF FIRE RATED ASSEMBLIES SHALL BE FIRE BLOCKED AND
SEALED PER UL APPROVED METHODS.
ABBREVIATIONS:
FEC = FIRE EXTINGUISHER AND CABINET
CG = CORNER GUARD
FD = FLOOR DRAIN, SEE MEP DRAWINGS
DF = DRINKING FOUNTAIN, SEE MEP DRAWINGS
EWC = ELECTRIC WATER COOLER
WOM = WALK OFF MAT
PBB = PLYWOOD BACKER BOARD, PAINTED
SP = STANDPIPE, SEE SPRINKLER DRAWINGS
RHC = ROOF HYDRANT CONTROL, SEE SPRINKLER DRAWINGS
CHS = CONDUCTOR HEAD DOWNSPOUT
RDL = ROOF DRAIN LEADER, SEE PLUMBING DRAWINGS
OS = OVERFLOW DRAIN SCUPPER
HVC = HOSE VALVE CABINET, SEE SPRINKLER DRAWINGS
ALL CONCEALED FIRE RATED ASSEMBLIES SHALL BE PROVIDED WITH SIGNAGE
INDICATING THE TYPE OF ASSEMBLY AND THE FIRE RATING IN HOURS IN LETTERS
NO SMALLER THAN 3" HIGH. SEE IBC SECTION 703.7
CONTRACTOR TO REPLACE ALL AREAS OF NEW FIRE PROOFING DAMAGED DURING
THE INSTALLATION OF WORK. REPAIR FIRE PROOFING MUST BE EQUAL TO
REQUIRED RESISTANCE RATING.
ALL DIMENSIONS ARE FROM THE FACE OF STUD/CMU WALL UNLESS OTHERWISE
NOTED.
ALL DOORS SHALL BE MOUNTED A MINIMUM OF 4" FROM THE INTERIOR FACE OF THE
WALL TO THE EDGE OF THE DOOR FRAME UNLESS OTHERWISE NOTED.
CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL BLOCKING AND REINFORCING
AS REQUIRED FOR THE INSTALLATION OF, INCLUDING, BUT NOT LIMITED TO, TOILET
PARTITIONS, TOILET ACCESSORIES, HANDRAILS AND MILLWORK INDICATED IN THE
CONTRACT DOUCMENTS.
LEGEND
A
U01 DOOR TYPE; SEE SCHEDULE ON SHEET A11.01 AND
A11.02
WINDOW TYPE; SEE SCHEDULE ON SHEET A11.03
#WALL TYPE; SEE CS.15
ALL COLUMNS TO BE SPRAYED FIREPROOFED UNLESS OTHERWISE NOTED ON
PLANS. COLUMNS TO BE 3 HR RATED.
CORRIDOR CONTROL JOINTS:
COORDINATE CONTROL JOINT LOCATIONS WITH GYPSUM BOARD SUBCONTRACCTOR
AND PROJECT TEAM TO DETERMINE REQUIRED DISTANCE BETWEEN JOINTS.
1
A3.22 A3.01
1
A3.00 1
A3.02
1
A3.002
1
A3.21
2
A3.20
1
A3.20
A3.065
A3.06
1
A3.064
A3.063
A3.05
3
A3.06 2
A3.04
1
A3.05 1
A3.05
4
A3.04
2
A3.04
3
A2 TYPE A
U729
SEE LEVEL 3 FOR
TYPICAL UNITS
18 PARKING SPACES
168' - 3"
21 PARKING SPACES
197' - 6"
3 PARKING SPACES
26' - 10"
2 PARKING SPACES
18' - 0"
R 24' - 0"
22' - 0"
3
2
18
21
7
2 PARKING SPACES
21' - 6"
6 PARKING SPACES
58' - 5 11/16"
22' - 0"
R 24' - 0"
R 24' - 0"
R 24' - 0"
22' - 0"
OPEN TO BELOW
6
SEE LEVEL 3 FOR
TYPICAL UNITS
JC
TRASH
STAIR 2
ELEV. LOBBY
ELEV 4 MECH. / ELEC.
VESTIBULE
VESTIBULE
ELEV 1 ELEV 2
STAIR 1 ELEV. 3
MECH
DRY PUMP ELEC.
2
CS0.47
JC
TRASH
VESTIBULE
STAIR 3
MECH. / ELEC.
STAIR 4
ELEV. 5
DRAWN BY:
©
2
0
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CHECKED BY:
CONTENT:
REVISIONS:
ISSUE:
PROJECT:DATE
510 South Wilmington Street | Raleigh, NC 27601
1218 Chestnut Street, 7th Floor | Philadelphia, PA 19107
tel [phone]
60 Columbus Circle, 20th floor | New York, NY 10023
tel [phone]
4242 Six Forks Rd, Suite 820 | Raleigh, NC 27609
tel: [phone]
ADMINISTRATIVE
SITE REVIEW
05/18/2022
SD 06/10/2022
OWNER
OWNER
ARCHITECT | INTERIOR DESIGN | LANDSCAPE
ARCHITECTURE
400 W. Morgan street. Suite 100 | Raleigh, NC 27603
tel: [phone]
MEP ENGINEER
4208 Six Forks Road | Raleigh, NC 27609
tel: [phone]
Structural Engineer
50% DD 07/22/2022
100% DD 09/29/2022
50% CD 12/9/2022
80% CD 2/24/2023
2/24/2023 4:36:35 PM
BIM 360://Hammell-Drive-Bldg-A/HAMMELL DR_CD_BUILDING A_UPDATErvt.rvt
21200
10
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L07 -OVERALL PLAN
A1.07
Author
SM
KEY PLAN
1/16" = 1'-0"107 - OVERALL PLAN
GENERAL NOTES - PLANS (OVERALL)
L1A
L1A
L1A
L1A
L1C
L1B
L1B
L1B
10
20
3'-
6
"

D
E
P
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H
3'-
6
"

D
E
P
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H
TEL
W
W
W
W
W
E
E
E
E
EE
E
UP UPUP
UP
1
A3.22 A3.01
1
A3.00 1
A3.002
1
A3.21
2
A3.20
1
A3.20
A3.06
1
A3.06 2
A3.05
4
A3.08
2
A3.08
1
A3.07
3
A3.074
A3.07
2
A3.07 1
A3.091
A3.092
A7.03
5
A7.04
4
M-S8 TYPE A
U816
REFER TO A6.00 SERIES
M-B9
U823
M-B9
U822
M-B9
U821
M-B9
U819
M-B9
U818
M-B9
U817
M-B9
U820
M-B9
U824
A7.10
4
A7.08A
4
A7.09
4
A7.11
3
LOUNGE
M-A7.1
U808
SEE LEVEL 10 PLANS
FOR TYPICAL UNITS.
POOL CHEM.
STOR.
STORAGE
ELEV. LOBBY
ELEV 4
STAIR 2
MECH.
TRASH
STAIR 1 ELEV. 3
ELEV. LOBBY
ELEV 1 ELEV 2
ELEC.
2
CS0.47
FITNESS
YOGA
CLUB ENTRY
WOMENS
RESTROOM 0862
HALLWAY 0852
MECH. / ELEC.
MENS RESTROOM
0863
JAN. CL.
CLUB / LOUNGE
CAFE / RENTABLE
LOUNGE
COWORKING
CONF. ROOM
PRIVATE POD
TERRACE
PUMP ROOM
STAIR 4
STAIR 3
REFER TO LA2.00 SERIES
REFER TO ROOF PLAN
A1.21
REFER TO ROOF PLAN
A1.21
UNISEX
RESTROOM
UNISEX
RESTROOM
UNISEX
RESTROOM
THE ARCHITECTURAL DRAWINGS MUST BE USED IN CONJUNCTION WITH THE
CIVIL, STRUCTURAL, MEP, FIRE PROTECTION DRAWINGS AND SPECIFICATIONS.
THE CONTRACTOR IS RESPONSIBILE FOR ALL COORDINATION BETWEEN THE
DRAWINGS. DISCREPANCIES SHOULD BE BROUGHT TO THE ATTENTION OF THE
ARCHITECT.
THE CONTRACTOR IS ADVISED THAT THE AVAILABLE SPACE FOR ROUTING ALL
ELECTRICAL, MECHANICAL, PLUMBING, FIRE PROTECTION AND COMMUNICATIONS
PIPING, CONDUIT, TRAYS AND DUCTWORK MAY BE LIMITED IN MANY LOCATIONS.
THE CONTRACTOR SHALL COORDINATE ALL OF THE TRADES WORK AND MAKE
ADJUSTMENTS, WITH THE ARCHITECTS APPROVAL, TO THE ROUTING OF THESE
ITEMS AS REQUIRED. ANY REWORK RESULTING FROM THE FAILURE TO
COORDINATE WILL BE PERFORMED BY THE CONTRACTOR AT NO ADDITIONAL
COST.
ALL PENETRATIONS OF FIRE RATED ASSEMBLIES SHALL BE FIRE BLOCKED AND
SEALED PER UL APPROVED METHODS.
ABBREVIATIONS:
FEC = FIRE EXTINGUISHER AND CABINET
CG = CORNER GUARD
FD = FLOOR DRAIN, SEE MEP DRAWINGS
DF = DRINKING FOUNTAIN, SEE MEP DRAWINGS
EWC = ELECTRIC WATER COOLER
WOM = WALK OFF MAT
PBB = PLYWOOD BACKER BOARD, PAINTED
SP = STANDPIPE, SEE SPRINKLER DRAWINGS
RHC = ROOF HYDRANT CONTROL, SEE SPRINKLER DRAWINGS
CHS = CONDUCTOR HEAD DOWNSPOUT
RDL = ROOF DRAIN LEADER, SEE PLUMBING DRAWINGS
OS = OVERFLOW DRAIN SCUPPER
HVC = HOSE VALVE CABINET, SEE SPRINKLER DRAWINGS
ALL CONCEALED FIRE RATED ASSEMBLIES SHALL BE PROVIDED WITH SIGNAGE
INDICATING THE TYPE OF ASSEMBLY AND THE FIRE RATING IN HOURS IN LETTERS
NO SMALLER THAN 3" HIGH. SEE IBC SECTION 703.7
CONTRACTOR TO REPLACE ALL AREAS OF NEW FIRE PROOFING DAMAGED DURING
THE INSTALLATION OF WORK. REPAIR FIRE PROOFING MUST BE EQUAL TO
REQUIRED RESISTANCE RATING.
ALL DIMENSIONS ARE FROM THE FACE OF STUD/CMU WALL UNLESS OTHERWISE
NOTED.
ALL DOORS SHALL BE MOUNTED A MINIMUM OF 4" FROM THE INTERIOR FACE OF THE
WALL TO THE EDGE OF THE DOOR FRAME UNLESS OTHERWISE NOTED.
CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL BLOCKING AND REINFORCING
AS REQUIRED FOR THE INSTALLATION OF, INCLUDING, BUT NOT LIMITED TO, TOILET
PARTITIONS, TOILET ACCESSORIES, HANDRAILS AND MILLWORK INDICATED IN THE
CONTRACT DOUCMENTS.
LEGEND
A
U01 DOOR TYPE; SEE SCHEDULE ON SHEET A11.01 AND
A11.02
WINDOW TYPE; SEE SCHEDULE ON SHEET A11.03
#WALL TYPE; SEE CS.15
ALL COLUMNS TO BE SPRAYED FIREPROOFED UNLESS OTHERWISE NOTED ON
PLANS. COLUMNS TO BE 3 HR RATED.
CORRIDOR CONTROL JOINTS:
COORDINATE CONTROL JOINT LOCATIONS WITH GYPSUM BOARD SUBCONTRACCTOR
AND PROJECT TEAM TO DETERMINE REQUIRED DISTANCE BETWEEN JOINTS.DRAWN BY:
©
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CHECKED BY:
CONTENT:
REVISIONS:
ISSUE:
PROJECT:DATE
510 South Wilmington Street | Raleigh, NC 27601
1218 Chestnut Street, 7th Floor | Philadelphia, PA 19107
tel [phone]
60 Columbus Circle, 20th floor | New York, NY 10023
tel [phone]
4242 Six Forks Rd, Suite 820 | Raleigh, NC 27609
tel: [phone]
ADMINISTRATIVE
SITE REVIEW
05/18/2022
SD 06/10/2022
OWNER
OWNER
ARCHITECT | INTERIOR DESIGN | LANDSCAPE
ARCHITECTURE
400 W. Morgan street. Suite 100 | Raleigh, NC 27603
tel: [phone]
MEP ENGINEER
4208 Six Forks Road | Raleigh, NC 27609
tel: [phone]
Structural Engineer
50% DD 07/22/2022
100% DD 09/29/2022
50% CD 12/9/2022
80% CD 2/24/2023
2/24/2023 4:36:54 PM
BIM 360://Hammell-Drive-Bldg-A/HAMMELL DR_CD_BUILDING A_UPDATErvt.rvt
21200
10
0
0

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L08 -OVERALL PLAN
A1.08
Author
SM
1/16" = 1'-0"108 - OVERALL PLAN
KEY PLAN
GENERAL NOTES - PLANS (OVERALL)
W E
W
W
W
W
W
E
E
E
E
EE
E
UP
1
A3.22 A3.01
1
A3.00 1
A3.02
1
A3.002
1
A3.21
2
A3.20
1
A3.20
A3.05
4
A3.08
2
A3.08
1
A3.07
3
A3.074
A3.07
2
A3.07 1
A3.091
A3.092
OPEN TO
BELOW
M-B9
SEE LEVEL 10 PLANS
FOR TYPICAL UNITS.
STAIR 2 ELEV. LOBBY
ELEV 4
ELEV. LOBBY
ELEV 1 ELEV 2
STAIR 1 ELEV. 3
MECH
MECH./ELEC.
TRASH
2
CS0.47
M-B9M-B9M-B9M-B9M-B9M-B9M-B9
ROOF BELOW
SEE A1.08
ROOF BELOW
SEE A1.08
THE ARCHITECTURAL DRAWINGS MUST BE USED IN CONJUNCTION WITH THE
CIVIL, STRUCTURAL, MEP, FIRE PROTECTION DRAWINGS AND SPECIFICATIONS.
THE CONTRACTOR IS RESPONSIBILE FOR ALL COORDINATION BETWEEN THE
DRAWINGS. DISCREPANCIES SHOULD BE BROUGHT TO THE ATTENTION OF THE
ARCHITECT.
THE CONTRACTOR IS ADVISED THAT THE AVAILABLE SPACE FOR ROUTING ALL
ELECTRICAL, MECHANICAL, PLUMBING, FIRE PROTECTION AND COMMUNICATIONS
PIPING, CONDUIT, TRAYS AND DUCTWORK MAY BE LIMITED IN MANY LOCATIONS.
THE CONTRACTOR SHALL COORDINATE ALL OF THE TRADES WORK AND MAKE
ADJUSTMENTS, WITH THE ARCHITECTS APPROVAL, TO THE ROUTING OF THESE
ITEMS AS REQUIRED. ANY REWORK RESULTING FROM THE FAILURE TO
COORDINATE WILL BE PERFORMED BY THE CONTRACTOR AT NO ADDITIONAL
COST.
ALL PENETRATIONS OF FIRE RATED ASSEMBLIES SHALL BE FIRE BLOCKED AND
SEALED PER UL APPROVED METHODS.
ABBREVIATIONS:
FEC = FIRE EXTINGUISHER AND CABINET
CG = CORNER GUARD
FD = FLOOR DRAIN, SEE MEP DRAWINGS
DF = DRINKING FOUNTAIN, SEE MEP DRAWINGS
EWC = ELECTRIC WATER COOLER
WOM = WALK OFF MAT
PBB = PLYWOOD BACKER BOARD, PAINTED
SP = STANDPIPE, SEE SPRINKLER DRAWINGS
RHC = ROOF HYDRANT CONTROL, SEE SPRINKLER DRAWINGS
CHS = CONDUCTOR HEAD DOWNSPOUT
RDL = ROOF DRAIN LEADER, SEE PLUMBING DRAWINGS
OS = OVERFLOW DRAIN SCUPPER
HVC = HOSE VALVE CABINET, SEE SPRINKLER DRAWINGS
ALL CONCEALED FIRE RATED ASSEMBLIES SHALL BE PROVIDED WITH SIGNAGE
INDICATING THE TYPE OF ASSEMBLY AND THE FIRE RATING IN HOURS IN LETTERS
NO SMALLER THAN 3" HIGH. SEE IBC SECTION 703.7
CONTRACTOR TO REPLACE ALL AREAS OF NEW FIRE PROOFING DAMAGED DURING
THE INSTALLATION OF WORK. REPAIR FIRE PROOFING MUST BE EQUAL TO
REQUIRED RESISTANCE RATING.
ALL DIMENSIONS ARE FROM THE FACE OF STUD/CMU WALL UNLESS OTHERWISE
NOTED.
ALL DOORS SHALL BE MOUNTED A MINIMUM OF 4" FROM THE INTERIOR FACE OF THE
WALL TO THE EDGE OF THE DOOR FRAME UNLESS OTHERWISE NOTED.
CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL BLOCKING AND REINFORCING
AS REQUIRED FOR THE INSTALLATION OF, INCLUDING, BUT NOT LIMITED TO, TOILET
PARTITIONS, TOILET ACCESSORIES, HANDRAILS AND MILLWORK INDICATED IN THE
CONTRACT DOUCMENTS.
LEGEND
A
U01 DOOR TYPE; SEE SCHEDULE ON SHEET A11.01 AND
A11.02
WINDOW TYPE; SEE SCHEDULE ON SHEET A11.03
#WALL TYPE; SEE CS.15
ALL COLUMNS TO BE SPRAYED FIREPROOFED UNLESS OTHERWISE NOTED ON
PLANS. COLUMNS TO BE 3 HR RATED.
CORRIDOR CONTROL JOINTS:
COORDINATE CONTROL JOINT LOCATIONS WITH GYPSUM BOARD SUBCONTRACCTOR
AND PROJECT TEAM TO DETERMINE REQUIRED DISTANCE BETWEEN JOINTS.DRAWN BY:
©
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.
CHECKED BY:
CONTENT:
REVISIONS:
ISSUE:
PROJECT:DATE
510 South Wilmington Street | Raleigh, NC 27601
1218 Chestnut Street, 7th Floor | Philadelphia, PA 19107
tel [phone]
60 Columbus Circle, 20th floor | New York, NY 10023
tel [phone]
4242 Six Forks Rd, Suite 820 | Raleigh, NC 27609
tel: [phone]
ADMINISTRATIVE
SITE REVIEW
05/18/2022
SD 06/10/2022
OWNER
OWNER
ARCHITECT | INTERIOR DESIGN | LANDSCAPE
ARCHITECTURE
400 W. Morgan street. Suite 100 | Raleigh, NC 27603
tel: [phone]
MEP ENGINEER
4208 Six Forks Road | Raleigh, NC 27609
tel: [phone]
Structural Engineer
50% DD 07/22/2022
100% DD 09/29/2022
50% CD 12/9/2022
80% CD 2/24/2023
2/24/2023 4:37:06 PM
BIM 360://Hammell-Drive-Bldg-A/HAMMELL DR_CD_BUILDING A_UPDATErvt.rvt
21200
10
0
0

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L09 -OVERALL PLAN
A1.09
Author
SM
1/16" = 1'-0"109 - OVERALL PLAN
KEY PLAN
GENERAL NOTES - PLANS (OVERALL)
W E
W
W
W
W
W
E
E
E
E
EE
E
UP
1
A3.22 A3.01
1
A3.00 1
A3.02
1
A3.002
1
A3.21
2
A3.20
1
A3.20
ROOF BELOW
A11.061
ROOF BELOW
ROOF BELOW
M-A9
U1014
M-A9
U1015M-AJ1
U1004
A3.08
2
A3.08
1
A3.07
2
A3.07 1
A3.091
A3.092
M-B7
U1008
M-S3
U1007
M-B13
U1009
M-A3
U1010
M-S1
U1012
M-A10
U1006
M-A11
U1003
M-B6
U1000
M-B5
U1001
M-AJ2
U1005
M-A9
U1013
M-B4
U1011
M-B14
U1016
M-S7
U1002 ELEV. LOBBY
STAIR 1 ELEV. 3
ELEV 1 ELEV 2
MECH.
MECH./ELEC.
ELEV 4
STAIR 2 ELEV. LOBBY
TRASH
2
CS0.47
THE ARCHITECTURAL DRAWINGS MUST BE USED IN CONJUNCTION WITH THE
CIVIL, STRUCTURAL, MEP, FIRE PROTECTION DRAWINGS AND SPECIFICATIONS.
THE CONTRACTOR IS RESPONSIBILE FOR ALL COORDINATION BETWEEN THE
DRAWINGS. DISCREPANCIES SHOULD BE BROUGHT TO THE ATTENTION OF THE
ARCHITECT.
THE CONTRACTOR IS ADVISED THAT THE AVAILABLE SPACE FOR ROUTING ALL
ELECTRICAL, MECHANICAL, PLUMBING, FIRE PROTECTION AND COMMUNICATIONS
PIPING, CONDUIT, TRAYS AND DUCTWORK MAY BE LIMITED IN MANY LOCATIONS.
THE CONTRACTOR SHALL COORDINATE ALL OF THE TRADES WORK AND MAKE
ADJUSTMENTS, WITH THE ARCHITECTS APPROVAL, TO THE ROUTING OF THESE
ITEMS AS REQUIRED. ANY REWORK RESULTING FROM THE FAILURE TO
COORDINATE WILL BE PERFORMED BY THE CONTRACTOR AT NO ADDITIONAL
COST.
ALL PENETRATIONS OF FIRE RATED ASSEMBLIES SHALL BE FIRE BLOCKED AND
SEALED PER UL APPROVED METHODS.
ABBREVIATIONS:
FEC = FIRE EXTINGUISHER AND CABINET
CG = CORNER GUARD
FD = FLOOR DRAIN, SEE MEP DRAWINGS
DF = DRINKING FOUNTAIN, SEE MEP DRAWINGS
EWC = ELECTRIC WATER COOLER
WOM = WALK OFF MAT
PBB = PLYWOOD BACKER BOARD, PAINTED
SP = STANDPIPE, SEE SPRINKLER DRAWINGS
RHC = ROOF HYDRANT CONTROL, SEE SPRINKLER DRAWINGS
CHS = CONDUCTOR HEAD DOWNSPOUT
RDL = ROOF DRAIN LEADER, SEE PLUMBING DRAWINGS
OS = OVERFLOW DRAIN SCUPPER
HVC = HOSE VALVE CABINET, SEE SPRINKLER DRAWINGS
ALL CONCEALED FIRE RATED ASSEMBLIES SHALL BE PROVIDED WITH SIGNAGE
INDICATING THE TYPE OF ASSEMBLY AND THE FIRE RATING IN HOURS IN LETTERS
NO SMALLER THAN 3" HIGH. SEE IBC SECTION 703.7
CONTRACTOR TO REPLACE ALL AREAS OF NEW FIRE PROOFING DAMAGED DURING
THE INSTALLATION OF WORK. REPAIR FIRE PROOFING MUST BE EQUAL TO
REQUIRED RESISTANCE RATING.
ALL DIMENSIONS ARE FROM THE FACE OF STUD/CMU WALL UNLESS OTHERWISE
NOTED.
ALL DOORS SHALL BE MOUNTED A MINIMUM OF 4" FROM THE INTERIOR FACE OF THE
WALL TO THE EDGE OF THE DOOR FRAME UNLESS OTHERWISE NOTED.
CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL BLOCKING AND REINFORCING
AS REQUIRED FOR THE INSTALLATION OF, INCLUDING, BUT NOT LIMITED TO, TOILET
PARTITIONS, TOILET ACCESSORIES, HANDRAILS AND MILLWORK INDICATED IN THE
CONTRACT DOUCMENTS.
LEGEND
A
U01 DOOR TYPE; SEE SCHEDULE ON SHEET A11.01 AND
A11.02
WINDOW TYPE; SEE SCHEDULE ON SHEET A11.03
#WALL TYPE; SEE CS.15
ALL COLUMNS TO BE SPRAYED FIREPROOFED UNLESS OTHERWISE NOTED ON
PLANS. COLUMNS TO BE 3 HR RATED.
CORRIDOR CONTROL JOINTS:
COORDINATE CONTROL JOINT LOCATIONS WITH GYPSUM BOARD SUBCONTRACCTOR
AND PROJECT TEAM TO DETERMINE REQUIRED DISTANCE BETWEEN JOINTS.DRAWN BY:
©
2
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2
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.
CHECKED BY:
CONTENT:
REVISIONS:
ISSUE:
PROJECT:DATE
510 South Wilmington Street | Raleigh, NC 27601
1218 Chestnut Street, 7th Floor | Philadelphia, PA 19107
tel [phone]
60 Columbus Circle, 20th floor | New York, NY 10023
tel [phone]
4242 Six Forks Rd, Suite 820 | Raleigh, NC 27609
tel: [phone]
ADMINISTRATIVE
SITE REVIEW
05/18/2022
SD 06/10/2022
OWNER
OWNER
ARCHITECT | INTERIOR DESIGN | LANDSCAPE
ARCHITECTURE
400 W. Morgan street. Suite 100 | Raleigh, NC 27603
tel: [phone]
MEP ENGINEER
4208 Six Forks Road | Raleigh, NC 27609
tel: [phone]
Structural Engineer
50% DD 07/22/2022
100% DD 09/29/2022
50% CD 12/9/2022
80% CD 2/24/2023
2/24/2023 4:37:17 PM
BIM 360://Hammell-Drive-Bldg-A/HAMMELL DR_CD_BUILDING A_UPDATErvt.rvt
21200
10
0
0

H
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a
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L10 -OVERALL PLAN
A1.10
Author
SM
1/16" = 1'-0"110 - OVERALL PLAN
KEY PLAN
GENERAL NOTES - PLANS (OVERALL)
W E
W
W
W
W
W
E
E
E
E
EE
E
UP
THE ARCHITECTURAL DRAWINGS MUST BE USED IN CONJUNCTION WITH THE
CIVIL, STRUCTURAL, MEP, FIRE PROTECTION DRAWINGS AND SPECIFICATIONS.
THE CONTRACTOR IS RESPONSIBILE FOR ALL COORDINATION BETWEEN THE
DRAWINGS. DISCREPANCIES SHOULD BE BROUGHT TO THE ATTENTION OF THE
ARCHITECT.
THE CONTRACTOR IS ADVISED THAT THE AVAILABLE SPACE FOR ROUTING ALL
ELECTRICAL, MECHANICAL, PLUMBING, FIRE PROTECTION AND COMMUNICATIONS
PIPING, CONDUIT, TRAYS AND DUCTWORK MAY BE LIMITED IN MANY LOCATIONS.
THE CONTRACTOR SHALL COORDINATE ALL OF THE TRADES WORK AND MAKE
ADJUSTMENTS, WITH THE ARCHITECTS APPROVAL, TO THE ROUTING OF THESE
ITEMS AS REQUIRED. ANY REWORK RESULTING FROM THE FAILURE TO
COORDINATE WILL BE PERFORMED BY THE CONTRACTOR AT NO ADDITIONAL
COST.
ALL PENETRATIONS OF FIRE RATED ASSEMBLIES SHALL BE FIRE BLOCKED AND
SEALED PER UL APPROVED METHODS.
ABBREVIATIONS:
FEC = FIRE EXTINGUISHER AND CABINET
CG = CORNER GUARD
FD = FLOOR DRAIN, SEE MEP DRAWINGS
DF = DRINKING FOUNTAIN, SEE MEP DRAWINGS
EWC = ELECTRIC WATER COOLER
WOM = WALK OFF MAT
PBB = PLYWOOD BACKER BOARD, PAINTED
SP = STANDPIPE, SEE SPRINKLER DRAWINGS
RHC = ROOF HYDRANT CONTROL, SEE SPRINKLER DRAWINGS
CHS = CONDUCTOR HEAD DOWNSPOUT
RDL = ROOF DRAIN LEADER, SEE PLUMBING DRAWINGS
OS = OVERFLOW DRAIN SCUPPER
HVC = HOSE VALVE CABINET, SEE SPRINKLER DRAWINGS
ALL CONCEALED FIRE RATED ASSEMBLIES SHALL BE PROVIDED WITH SIGNAGE
INDICATING THE TYPE OF ASSEMBLY AND THE FIRE RATING IN HOURS IN LETTERS
NO SMALLER THAN 3" HIGH. SEE IBC SECTION 703.7
CONTRACTOR TO REPLACE ALL AREAS OF NEW FIRE PROOFING DAMAGED DURING
THE INSTALLATION OF WORK. REPAIR FIRE PROOFING MUST BE EQUAL TO
REQUIRED RESISTANCE RATING.
ALL DIMENSIONS ARE FROM THE FACE OF STUD/CMU WALL UNLESS OTHERWISE
NOTED.
ALL DOORS SHALL BE MOUNTED A MINIMUM OF 4" FROM THE INTERIOR FACE OF THE
WALL TO THE EDGE OF THE DOOR FRAME UNLESS OTHERWISE NOTED.
CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL BLOCKING AND REINFORCING
AS REQUIRED FOR THE INSTALLATION OF, INCLUDING, BUT NOT LIMITED TO, TOILET
PARTITIONS, TOILET ACCESSORIES, HANDRAILS AND MILLWORK INDICATED IN THE
CONTRACT DOUCMENTS.
LEGEND
A
U01 DOOR TYPE; SEE SCHEDULE ON SHEET A11.01 AND
A11.02
WINDOW TYPE; SEE SCHEDULE ON SHEET A11.03
#WALL TYPE; SEE CS.15
ALL COLUMNS TO BE SPRAYED FIREPROOFED UNLESS OTHERWISE NOTED ON
PLANS. COLUMNS TO BE 3 HR RATED.
CORRIDOR CONTROL JOINTS:
COORDINATE CONTROL JOINT LOCATIONS WITH GYPSUM BOARD SUBCONTRACCTOR
AND PROJECT TEAM TO DETERMINE REQUIRED DISTANCE BETWEEN JOINTS.
A3.002
1
A3.21
1
A3.20
A11.061
A3.08
2
A3.08
1
A3.07
2
A3.07 1
A3.091
A3.092
SEE LEVEL 10 PLANS
FOR TYPICAL UNITS.
M-S7 TYPE A
U1102
STAIR 1 ELEV. 3
ELEV 1 ELEV 2
STAIR 2
ELEV 4
MECH./ELEC.
TRASH
MECH.
ELEV. LOBBY
ELEV. LOBBY
2
CS0.47
DRAWN BY:
©
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CHECKED BY:
CONTENT:
REVISIONS:
ISSUE:
PROJECT:DATE
510 South Wilmington Street | Raleigh, NC 27601
1218 Chestnut Street, 7th Floor | Philadelphia, PA 19107
tel [phone]
60 Columbus Circle, 20th floor | New York, NY 10023
tel [phone]
4242 Six Forks Rd, Suite 820 | Raleigh, NC 27609
tel: [phone]
ADMINISTRATIVE
SITE REVIEW
05/18/2022
SD 06/10/2022
OWNER
OWNER
ARCHITECT | INTERIOR DESIGN | LANDSCAPE
ARCHITECTURE
400 W. Morgan street. Suite 100 | Raleigh, NC 27603
tel: [phone]
MEP ENGINEER
4208 Six Forks Road | Raleigh, NC 27609
tel: [phone]
Structural Engineer
50% DD 07/22/2022
100% DD 09/29/2022
50% CD 12/9/2022
80% CD 2/24/2023
2/24/2023 4:37:24 PM
BIM 360://Hammell-Drive-Bldg-A/HAMMELL DR_CD_BUILDING A_UPDATErvt.rvt
21200
10
0
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L11 -OVERALL PLAN
A1.11
Author
SM
KEY PLAN
1/16" = 1'-0"111 - OVERALL PLAN
GENERAL NOTES - PLANS (OVERALL)
W E
W
W
W
W
W
E
E
E
E
EE
E
UP
THE ARCHITECTURAL DRAWINGS MUST BE USED IN CONJUNCTION WITH THE
CIVIL, STRUCTURAL, MEP, FIRE PROTECTION DRAWINGS AND SPECIFICATIONS.
THE CONTRACTOR IS RESPONSIBILE FOR ALL COORDINATION BETWEEN THE
DRAWINGS. DISCREPANCIES SHOULD BE BROUGHT TO THE ATTENTION OF THE
ARCHITECT.
THE CONTRACTOR IS ADVISED THAT THE AVAILABLE SPACE FOR ROUTING ALL
ELECTRICAL, MECHANICAL, PLUMBING, FIRE PROTECTION AND COMMUNICATIONS
PIPING, CONDUIT, TRAYS AND DUCTWORK MAY BE LIMITED IN MANY LOCATIONS.
THE CONTRACTOR SHALL COORDINATE ALL OF THE TRADES WORK AND MAKE
ADJUSTMENTS, WITH THE ARCHITECTS APPROVAL, TO THE ROUTING OF THESE
ITEMS AS REQUIRED. ANY REWORK RESULTING FROM THE FAILURE TO
COORDINATE WILL BE PERFORMED BY THE CONTRACTOR AT NO ADDITIONAL
COST.
ALL PENETRATIONS OF FIRE RATED ASSEMBLIES SHALL BE FIRE BLOCKED AND
SEALED PER UL APPROVED METHODS.
ABBREVIATIONS:
FEC = FIRE EXTINGUISHER AND CABINET
CG = CORNER GUARD
FD = FLOOR DRAIN, SEE MEP DRAWINGS
DF = DRINKING FOUNTAIN, SEE MEP DRAWINGS
EWC = ELECTRIC WATER COOLER
WOM = WALK OFF MAT
PBB = PLYWOOD BACKER BOARD, PAINTED
SP = STANDPIPE, SEE SPRINKLER DRAWINGS
RHC = ROOF HYDRANT CONTROL, SEE SPRINKLER DRAWINGS
CHS = CONDUCTOR HEAD DOWNSPOUT
RDL = ROOF DRAIN LEADER, SEE PLUMBING DRAWINGS
OS = OVERFLOW DRAIN SCUPPER
HVC = HOSE VALVE CABINET, SEE SPRINKLER DRAWINGS
ALL CONCEALED FIRE RATED ASSEMBLIES SHALL BE PROVIDED WITH SIGNAGE
INDICATING THE TYPE OF ASSEMBLY AND THE FIRE RATING IN HOURS IN LETTERS
NO SMALLER THAN 3" HIGH. SEE IBC SECTION 703.7
CONTRACTOR TO REPLACE ALL AREAS OF NEW FIRE PROOFING DAMAGED DURING
THE INSTALLATION OF WORK. REPAIR FIRE PROOFING MUST BE EQUAL TO
REQUIRED RESISTANCE RATING.
ALL DIMENSIONS ARE FROM THE FACE OF STUD/CMU WALL UNLESS OTHERWISE
NOTED.
ALL DOORS SHALL BE MOUNTED A MINIMUM OF 4" FROM THE INTERIOR FACE OF THE
WALL TO THE EDGE OF THE DOOR FRAME UNLESS OTHERWISE NOTED.
CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL BLOCKING AND REINFORCING
AS REQUIRED FOR THE INSTALLATION OF, INCLUDING, BUT NOT LIMITED TO, TOILET
PARTITIONS, TOILET ACCESSORIES, HANDRAILS AND MILLWORK INDICATED IN THE
CONTRACT DOUCMENTS.
LEGEND
A
U01 DOOR TYPE; SEE SCHEDULE ON SHEET A11.01 AND
A11.02
WINDOW TYPE; SEE SCHEDULE ON SHEET A11.03
#WALL TYPE; SEE CS.15
ALL COLUMNS TO BE SPRAYED FIREPROOFED UNLESS OTHERWISE NOTED ON
PLANS. COLUMNS TO BE 3 HR RATED.
CORRIDOR CONTROL JOINTS:
COORDINATE CONTROL JOINT LOCATIONS WITH GYPSUM BOARD SUBCONTRACCTOR
AND PROJECT TEAM TO DETERMINE REQUIRED DISTANCE BETWEEN JOINTS.
A3.002
1
A3.21
1
A3.20A3.08
2
A3.08
1
A3.07
2
A3.07 1
A3.091
A3.092
SEE LEVEL 10 PLANS
FOR TYPICAL UNITS.
M-S7 TYPE A
U1202
STAIR 1 ELEV. 3
ELEV 2ELEV 1
STAIR 2
ELEV 4
MECH./ELEC.
ELEV. LOBBY
TRASH
MECH.
ELEV. LOBBY
2
CS0.47
DRAWN BY:
©
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CHECKED BY:
CONTENT:
REVISIONS:
ISSUE:
PROJECT:DATE
510 South Wilmington Street | Raleigh, NC 27601
1218 Chestnut Street, 7th Floor | Philadelphia, PA 19107
tel [phone]
60 Columbus Circle, 20th floor | New York, NY 10023
tel [phone]
4242 Six Forks Rd, Suite 820 | Raleigh, NC 27609
tel: [phone]
ADMINISTRATIVE
SITE REVIEW
05/18/2022
SD 06/10/2022
OWNER
OWNER
ARCHITECT | INTERIOR DESIGN | LANDSCAPE
ARCHITECTURE
400 W. Morgan street. Suite 100 | Raleigh, NC 27603
tel: [phone]
MEP ENGINEER
4208 Six Forks Road | Raleigh, NC 27609
tel: [phone]
Structural Engineer
50% DD 07/22/2022
100% DD 09/29/2022
50% CD 12/9/2022
80% CD 2/24/2023
2/24/2023 4:37:31 PM
BIM 360://Hammell-Drive-Bldg-A/HAMMELL DR_CD_BUILDING A_UPDATErvt.rvt
21200
10
0
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L12 -OVERALL PLAN
A1.12
Author
SM
KEY PLAN
1/16" = 1'-0"112 - OVERALL PLAN
GENERAL NOTES - PLANS (OVERALL)
W E
W
W
W
W
W
E
E
E
E
EE
E
UP
THE ARCHITECTURAL DRAWINGS MUST BE USED IN CONJUNCTION WITH THE
CIVIL, STRUCTURAL, MEP, FIRE PROTECTION DRAWINGS AND SPECIFICATIONS.
THE CONTRACTOR IS RESPONSIBILE FOR ALL COORDINATION BETWEEN THE
DRAWINGS. DISCREPANCIES SHOULD BE BROUGHT TO THE ATTENTION OF THE
ARCHITECT.
THE CONTRACTOR IS ADVISED THAT THE AVAILABLE SPACE FOR ROUTING ALL
ELECTRICAL, MECHANICAL, PLUMBING, FIRE PROTECTION AND COMMUNICATIONS
PIPING, CONDUIT, TRAYS AND DUCTWORK MAY BE LIMITED IN MANY LOCATIONS.
THE CONTRACTOR SHALL COORDINATE ALL OF THE TRADES WORK AND MAKE
ADJUSTMENTS, WITH THE ARCHITECTS APPROVAL, TO THE ROUTING OF THESE
ITEMS AS REQUIRED. ANY REWORK RESULTING FROM THE FAILURE TO
COORDINATE WILL BE PERFORMED BY THE CONTRACTOR AT NO ADDITIONAL
COST.
ALL PENETRATIONS OF FIRE RATED ASSEMBLIES SHALL BE FIRE BLOCKED AND
SEALED PER UL APPROVED METHODS.
ABBREVIATIONS:
FEC = FIRE EXTINGUISHER AND CABINET
CG = CORNER GUARD
FD = FLOOR DRAIN, SEE MEP DRAWINGS
DF = DRINKING FOUNTAIN, SEE MEP DRAWINGS
EWC = ELECTRIC WATER COOLER
WOM = WALK OFF MAT
PBB = PLYWOOD BACKER BOARD, PAINTED
SP = STANDPIPE, SEE SPRINKLER DRAWINGS
RHC = ROOF HYDRANT CONTROL, SEE SPRINKLER DRAWINGS
CHS = CONDUCTOR HEAD DOWNSPOUT
RDL = ROOF DRAIN LEADER, SEE PLUMBING DRAWINGS
OS = OVERFLOW DRAIN SCUPPER
HVC = HOSE VALVE CABINET, SEE SPRINKLER DRAWINGS
ALL CONCEALED FIRE RATED ASSEMBLIES SHALL BE PROVIDED WITH SIGNAGE
INDICATING THE TYPE OF ASSEMBLY AND THE FIRE RATING IN HOURS IN LETTERS
NO SMALLER THAN 3" HIGH. SEE IBC SECTION 703.7
CONTRACTOR TO REPLACE ALL AREAS OF NEW FIRE PROOFING DAMAGED DURING
THE INSTALLATION OF WORK. REPAIR FIRE PROOFING MUST BE EQUAL TO
REQUIRED RESISTANCE RATING.
ALL DIMENSIONS ARE FROM THE FACE OF STUD/CMU WALL UNLESS OTHERWISE
NOTED.
ALL DOORS SHALL BE MOUNTED A MINIMUM OF 4" FROM THE INTERIOR FACE OF THE
WALL TO THE EDGE OF THE DOOR FRAME UNLESS OTHERWISE NOTED.
CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL BLOCKING AND REINFORCING
AS REQUIRED FOR THE INSTALLATION OF, INCLUDING, BUT NOT LIMITED TO, TOILET
PARTITIONS, TOILET ACCESSORIES, HANDRAILS AND MILLWORK INDICATED IN THE
CONTRACT DOUCMENTS.
LEGEND
A
U01 DOOR TYPE; SEE SCHEDULE ON SHEET A11.01 AND
A11.02
WINDOW TYPE; SEE SCHEDULE ON SHEET A11.03
#WALL TYPE; SEE CS.15
ALL COLUMNS TO BE SPRAYED FIREPROOFED UNLESS OTHERWISE NOTED ON
PLANS. COLUMNS TO BE 3 HR RATED.
CORRIDOR CONTROL JOINTS:
COORDINATE CONTROL JOINT LOCATIONS WITH GYPSUM BOARD SUBCONTRACCTOR
AND PROJECT TEAM TO DETERMINE REQUIRED DISTANCE BETWEEN JOINTS.
A3.002
1
A3.21
1
A3.20A3.08
2
A3.08
1
A3.07
2
A3.07 1
A3.091
A3.092
SEE LEVEL 10 PLANS
FOR TYPICAL UNITS.
ELEV. LOBBY
MECH.
TRASH
ELEV. LOBBY
MECH./ELEC.
STAIR 2
ELEV 4
STAIR 1 ELEV. 3
ELEV 1 ELEV 2
2
CS0.47
DRAWN BY:
©
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CHECKED BY:
CONTENT:
REVISIONS:
ISSUE:
PROJECT:DATE
510 South Wilmington Street | Raleigh, NC 27601
1218 Chestnut Street, 7th Floor | Philadelphia, PA 19107
tel [phone]
60 Columbus Circle, 20th floor | New York, NY 10023
tel [phone]
4242 Six Forks Rd, Suite 820 | Raleigh, NC 27609
tel: [phone]
ADMINISTRATIVE
SITE REVIEW
05/18/2022
SD 06/10/2022
OWNER
OWNER
ARCHITECT | INTERIOR DESIGN | LANDSCAPE
ARCHITECTURE
400 W. Morgan street. Suite 100 | Raleigh, NC 27603
tel: [phone]
MEP ENGINEER
4208 Six Forks Road | Raleigh, NC 27609
tel: [phone]
Structural Engineer
50% DD 07/22/2022
100% DD 09/29/2022
50% CD 12/9/2022
80% CD 2/24/2023
2/24/2023 4:37:37 PM
BIM 360://Hammell-Drive-Bldg-A/HAMMELL DR_CD_BUILDING A_UPDATErvt.rvt
21200
10
0
0

H
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L13 -OVERALL PLAN
A1.13
Author
SM
KEY PLAN
1/16" = 1'-0"113 - OVERALL PLAN
GENERAL NOTES - PLANS (OVERALL)
W E
W
W
W
W
W
E
E
E
E
EE
E
UP
THE ARCHITECTURAL DRAWINGS MUST BE USED IN CONJUNCTION WITH THE
CIVIL, STRUCTURAL, MEP, FIRE PROTECTION DRAWINGS AND SPECIFICATIONS.
THE CONTRACTOR IS RESPONSIBILE FOR ALL COORDINATION BETWEEN THE
DRAWINGS. DISCREPANCIES SHOULD BE BROUGHT TO THE ATTENTION OF THE
ARCHITECT.
THE CONTRACTOR IS ADVISED THAT THE AVAILABLE SPACE FOR ROUTING ALL
ELECTRICAL, MECHANICAL, PLUMBING, FIRE PROTECTION AND COMMUNICATIONS
PIPING, CONDUIT, TRAYS AND DUCTWORK MAY BE LIMITED IN MANY LOCATIONS.
THE CONTRACTOR SHALL COORDINATE ALL OF THE TRADES WORK AND MAKE
ADJUSTMENTS, WITH THE ARCHITECTS APPROVAL, TO THE ROUTING OF THESE
ITEMS AS REQUIRED. ANY REWORK RESULTING FROM THE FAILURE TO
COORDINATE WILL BE PERFORMED BY THE CONTRACTOR AT NO ADDITIONAL
COST.
ALL PENETRATIONS OF FIRE RATED ASSEMBLIES SHALL BE FIRE BLOCKED AND
SEALED PER UL APPROVED METHODS.
ABBREVIATIONS:
FEC = FIRE EXTINGUISHER AND CABINET
CG = CORNER GUARD
FD = FLOOR DRAIN, SEE MEP DRAWINGS
DF = DRINKING FOUNTAIN, SEE MEP DRAWINGS
EWC = ELECTRIC WATER COOLER
WOM = WALK OFF MAT
PBB = PLYWOOD BACKER BOARD, PAINTED
SP = STANDPIPE, SEE SPRINKLER DRAWINGS
RHC = ROOF HYDRANT CONTROL, SEE SPRINKLER DRAWINGS
CHS = CONDUCTOR HEAD DOWNSPOUT
RDL = ROOF DRAIN LEADER, SEE PLUMBING DRAWINGS
OS = OVERFLOW DRAIN SCUPPER
HVC = HOSE VALVE CABINET, SEE SPRINKLER DRAWINGS
ALL CONCEALED FIRE RATED ASSEMBLIES SHALL BE PROVIDED WITH SIGNAGE
INDICATING THE TYPE OF ASSEMBLY AND THE FIRE RATING IN HOURS IN LETTERS
NO SMALLER THAN 3" HIGH. SEE IBC SECTION 703.7
CONTRACTOR TO REPLACE ALL AREAS OF NEW FIRE PROOFING DAMAGED DURING
THE INSTALLATION OF WORK. REPAIR FIRE PROOFING MUST BE EQUAL TO
REQUIRED RESISTANCE RATING.
ALL DIMENSIONS ARE FROM THE FACE OF STUD/CMU WALL UNLESS OTHERWISE
NOTED.
ALL DOORS SHALL BE MOUNTED A MINIMUM OF 4" FROM THE INTERIOR FACE OF THE
WALL TO THE EDGE OF THE DOOR FRAME UNLESS OTHERWISE NOTED.
CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL BLOCKING AND REINFORCING
AS REQUIRED FOR THE INSTALLATION OF, INCLUDING, BUT NOT LIMITED TO, TOILET
PARTITIONS, TOILET ACCESSORIES, HANDRAILS AND MILLWORK INDICATED IN THE
CONTRACT DOUCMENTS.
LEGEND
A
U01 DOOR TYPE; SEE SCHEDULE ON SHEET A11.01 AND
A11.02
WINDOW TYPE; SEE SCHEDULE ON SHEET A11.03
#WALL TYPE; SEE CS.15
ALL COLUMNS TO BE SPRAYED FIREPROOFED UNLESS OTHERWISE NOTED ON
PLANS. COLUMNS TO BE 3 HR RATED.
CORRIDOR CONTROL JOINTS:
COORDINATE CONTROL JOINT LOCATIONS WITH GYPSUM BOARD SUBCONTRACCTOR
AND PROJECT TEAM TO DETERMINE REQUIRED DISTANCE BETWEEN JOINTS.
A3.002
1
A3.21
1
A3.20
A3.08
2
A3.08
1
A3.07
2
A3.07 1
A3.091
A3.092
M-A10 TYPE A
U1406
SEE LEVEL 10 PLANS
FOR TYPICAL UNITS.
ELEV. LOBBY
MECH.
MECH./ELEC.
ELEV. LOBBY
TRASH
ELEV 4
STAIR 2
ELEV 1 ELEV 2
ELEV. 3STAIR 1
2
CS0.47
DRAWN BY:
©
2
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CHECKED BY:
CONTENT:
REVISIONS:
ISSUE:
PROJECT:DATE
510 South Wilmington Street | Raleigh, NC 27601
1218 Chestnut Street, 7th Floor | Philadelphia, PA 19107
tel [phone]
60 Columbus Circle, 20th floor | New York, NY 10023
tel [phone]
4242 Six Forks Rd, Suite 820 | Raleigh, NC 27609
tel: [phone]
ADMINISTRATIVE
SITE REVIEW
05/18/2022
SD 06/10/2022
OWNER
OWNER
ARCHITECT | INTERIOR DESIGN | LANDSCAPE
ARCHITECTURE
400 W. Morgan street. Suite 100 | Raleigh, NC 27603
tel: [phone]
MEP ENGINEER
4208 Six Forks Road | Raleigh, NC 27609
tel: [phone]
Structural Engineer
50% DD 07/22/2022
100% DD 09/29/2022
50% CD 12/9/2022
80% CD 2/24/2023
2/24/2023 4:37:44 PM
BIM 360://Hammell-Drive-Bldg-A/HAMMELL DR_CD_BUILDING A_UPDATErvt.rvt
21200
10
0
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L14 -OVERALL PLAN
A1.14
Author
SM
KEY PLAN
1/16" = 1'-0"114 - OVERALL PLAN
GENERAL NOTES - PLANS (OVERALL)
W E
W
W
W
W
W
E
E
E
E
EE
E
UP
THE ARCHITECTURAL DRAWINGS MUST BE USED IN CONJUNCTION WITH THE
CIVIL, STRUCTURAL, MEP, FIRE PROTECTION DRAWINGS AND SPECIFICATIONS.
THE CONTRACTOR IS RESPONSIBILE FOR ALL COORDINATION BETWEEN THE
DRAWINGS. DISCREPANCIES SHOULD BE BROUGHT TO THE ATTENTION OF THE
ARCHITECT.
THE CONTRACTOR IS ADVISED THAT THE AVAILABLE SPACE FOR ROUTING ALL
ELECTRICAL, MECHANICAL, PLUMBING, FIRE PROTECTION AND COMMUNICATIONS
PIPING, CONDUIT, TRAYS AND DUCTWORK MAY BE LIMITED IN MANY LOCATIONS.
THE CONTRACTOR SHALL COORDINATE ALL OF THE TRADES WORK AND MAKE
ADJUSTMENTS, WITH THE ARCHITECTS APPROVAL, TO THE ROUTING OF THESE
ITEMS AS REQUIRED. ANY REWORK RESULTING FROM THE FAILURE TO
COORDINATE WILL BE PERFORMED BY THE CONTRACTOR AT NO ADDITIONAL
COST.
ALL PENETRATIONS OF FIRE RATED ASSEMBLIES SHALL BE FIRE BLOCKED AND
SEALED PER UL APPROVED METHODS.
ABBREVIATIONS:
FEC = FIRE EXTINGUISHER AND CABINET
CG = CORNER GUARD
FD = FLOOR DRAIN, SEE MEP DRAWINGS
DF = DRINKING FOUNTAIN, SEE MEP DRAWINGS
EWC = ELECTRIC WATER COOLER
WOM = WALK OFF MAT
PBB = PLYWOOD BACKER BOARD, PAINTED
SP = STANDPIPE, SEE SPRINKLER DRAWINGS
RHC = ROOF HYDRANT CONTROL, SEE SPRINKLER DRAWINGS
CHS = CONDUCTOR HEAD DOWNSPOUT
RDL = ROOF DRAIN LEADER, SEE PLUMBING DRAWINGS
OS = OVERFLOW DRAIN SCUPPER
HVC = HOSE VALVE CABINET, SEE SPRINKLER DRAWINGS
ALL CONCEALED FIRE RATED ASSEMBLIES SHALL BE PROVIDED WITH SIGNAGE
INDICATING THE TYPE OF ASSEMBLY AND THE FIRE RATING IN HOURS IN LETTERS
NO SMALLER THAN 3" HIGH. SEE IBC SECTION 703.7
CONTRACTOR TO REPLACE ALL AREAS OF NEW FIRE PROOFING DAMAGED DURING
THE INSTALLATION OF WORK. REPAIR FIRE PROOFING MUST BE EQUAL TO
REQUIRED RESISTANCE RATING.
ALL DIMENSIONS ARE FROM THE FACE OF STUD/CMU WALL UNLESS OTHERWISE
NOTED.
ALL DOORS SHALL BE MOUNTED A MINIMUM OF 4" FROM THE INTERIOR FACE OF THE
WALL TO THE EDGE OF THE DOOR FRAME UNLESS OTHERWISE NOTED.
CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL BLOCKING AND REINFORCING
AS REQUIRED FOR THE INSTALLATION OF, INCLUDING, BUT NOT LIMITED TO, TOILET
PARTITIONS, TOILET ACCESSORIES, HANDRAILS AND MILLWORK INDICATED IN THE
CONTRACT DOUCMENTS.
LEGEND
A
U01 DOOR TYPE; SEE SCHEDULE ON SHEET A11.01 AND
A11.02
WINDOW TYPE; SEE SCHEDULE ON SHEET A11.03
#WALL TYPE; SEE CS.15
ALL COLUMNS TO BE SPRAYED FIREPROOFED UNLESS OTHERWISE NOTED ON
PLANS. COLUMNS TO BE 3 HR RATED.
CORRIDOR CONTROL JOINTS:
COORDINATE CONTROL JOINT LOCATIONS WITH GYPSUM BOARD SUBCONTRACCTOR
AND PROJECT TEAM TO DETERMINE REQUIRED DISTANCE BETWEEN JOINTS.
A3.002
1
A3.21
1
A3.20
A3.08
2
A3.08
1
A3.07
2
A3.07 1
A3.091
A3.092
M-A10 TYPE A
U1506
SEE LEVEL 10 PLANS
FOR TYPICAL UNITS.
ELEV. LOBBY
MECH.
MECH./ELEC.
ELEV. LOBBY
TRASH
STAIR 1 ELEV. 3
ELEV 1 ELEV 2
ELEV 4
STAIR 2
2
CS0.47
DRAWN BY:
©
2
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3

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CHECKED BY:
CONTENT:
REVISIONS:
ISSUE:
PROJECT:DATE
510 South Wilmington Street | Raleigh, NC 27601
1218 Chestnut Street, 7th Floor | Philadelphia, PA 19107
tel [phone]
60 Columbus Circle, 20th floor | New York, NY 10023
tel [phone]
4242 Six Forks Rd, Suite 820 | Raleigh, NC 27609
tel: [phone]
ADMINISTRATIVE
SITE REVIEW
05/18/2022
SD 06/10/2022
OWNER
OWNER
ARCHITECT | INTERIOR DESIGN | LANDSCAPE
ARCHITECTURE
400 W. Morgan street. Suite 100 | Raleigh, NC 27603
tel: [phone]
MEP ENGINEER
4208 Six Forks Road | Raleigh, NC 27609
tel: [phone]
Structural Engineer
50% DD 07/22/2022
100% DD 09/29/2022
50% CD 12/9/2022
80% CD 2/24/2023
2/24/2023 4:37:51 PM
BIM 360://Hammell-Drive-Bldg-A/HAMMELL DR_CD_BUILDING A_UPDATErvt.rvt
21200
10
0
0

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L15 -OVERALL PLAN
A1.15
Author
SM
KEY PLAN
1/16" = 1'-0"115 - OVERALL PLAN
GENERAL NOTES - PLANS (OVERALL)
W E
W
W
W
W
W
E
E
E
E
EE
E
UP
THE ARCHITECTURAL DRAWINGS MUST BE USED IN CONJUNCTION WITH THE
CIVIL, STRUCTURAL, MEP, FIRE PROTECTION DRAWINGS AND SPECIFICATIONS.
THE CONTRACTOR IS RESPONSIBILE FOR ALL COORDINATION BETWEEN THE
DRAWINGS. DISCREPANCIES SHOULD BE BROUGHT TO THE ATTENTION OF THE
ARCHITECT.
THE CONTRACTOR IS ADVISED THAT THE AVAILABLE SPACE FOR ROUTING ALL
ELECTRICAL, MECHANICAL, PLUMBING, FIRE PROTECTION AND COMMUNICATIONS
PIPING, CONDUIT, TRAYS AND DUCTWORK MAY BE LIMITED IN MANY LOCATIONS.
THE CONTRACTOR SHALL COORDINATE ALL OF THE TRADES WORK AND MAKE
ADJUSTMENTS, WITH THE ARCHITECTS APPROVAL, TO THE ROUTING OF THESE
ITEMS AS REQUIRED. ANY REWORK RESULTING FROM THE FAILURE TO
COORDINATE WILL BE PERFORMED BY THE CONTRACTOR AT NO ADDITIONAL
COST.
ALL PENETRATIONS OF FIRE RATED ASSEMBLIES SHALL BE FIRE BLOCKED AND
SEALED PER UL APPROVED METHODS.
ABBREVIATIONS:
FEC = FIRE EXTINGUISHER AND CABINET
CG = CORNER GUARD
FD = FLOOR DRAIN, SEE MEP DRAWINGS
DF = DRINKING FOUNTAIN, SEE MEP DRAWINGS
EWC = ELECTRIC WATER COOLER
WOM = WALK OFF MAT
PBB = PLYWOOD BACKER BOARD, PAINTED
SP = STANDPIPE, SEE SPRINKLER DRAWINGS
RHC = ROOF HYDRANT CONTROL, SEE SPRINKLER DRAWINGS
CHS = CONDUCTOR HEAD DOWNSPOUT
RDL = ROOF DRAIN LEADER, SEE PLUMBING DRAWINGS
OS = OVERFLOW DRAIN SCUPPER
HVC = HOSE VALVE CABINET, SEE SPRINKLER DRAWINGS
ALL CONCEALED FIRE RATED ASSEMBLIES SHALL BE PROVIDED WITH SIGNAGE
INDICATING THE TYPE OF ASSEMBLY AND THE FIRE RATING IN HOURS IN LETTERS
NO SMALLER THAN 3" HIGH. SEE IBC SECTION 703.7
CONTRACTOR TO REPLACE ALL AREAS OF NEW FIRE PROOFING DAMAGED DURING
THE INSTALLATION OF WORK. REPAIR FIRE PROOFING MUST BE EQUAL TO
REQUIRED RESISTANCE RATING.
ALL DIMENSIONS ARE FROM THE FACE OF STUD/CMU WALL UNLESS OTHERWISE
NOTED.
ALL DOORS SHALL BE MOUNTED A MINIMUM OF 4" FROM THE INTERIOR FACE OF THE
WALL TO THE EDGE OF THE DOOR FRAME UNLESS OTHERWISE NOTED.
CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL BLOCKING AND REINFORCING
AS REQUIRED FOR THE INSTALLATION OF, INCLUDING, BUT NOT LIMITED TO, TOILET
PARTITIONS, TOILET ACCESSORIES, HANDRAILS AND MILLWORK INDICATED IN THE
CONTRACT DOUCMENTS.
LEGEND
A
U01 DOOR TYPE; SEE SCHEDULE ON SHEET A11.01 AND
A11.02
WINDOW TYPE; SEE SCHEDULE ON SHEET A11.03
#WALL TYPE; SEE CS.15
ALL COLUMNS TO BE SPRAYED FIREPROOFED UNLESS OTHERWISE NOTED ON
PLANS. COLUMNS TO BE 3 HR RATED.
CORRIDOR CONTROL JOINTS:
COORDINATE CONTROL JOINT LOCATIONS WITH GYPSUM BOARD SUBCONTRACCTOR
AND PROJECT TEAM TO DETERMINE REQUIRED DISTANCE BETWEEN JOINTS.
A3.002
1
A3.21
1
A3.20
A3.08
2
A3.08
1
A3.07
2
A3.07 1
A3.091
A3.092
M-B4 TYPE A
U1611
SEE LEVEL 10 PLANS
FOR TYPICAL UNITS.
ELEV. LOBBY
MECH
MECH./ELEC.
ELEV. LOBBY
TRASH
STAIR 1 ELEV. 3
ELEV 1 ELEV 2
STAIR 2
ELEV 4
M-A10 TYPE A
1606
M-S7 TYPE A
1602
2
CS0.47
DRAWN BY:
©
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2
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.
CHECKED BY:
CONTENT:
REVISIONS:
ISSUE:
PROJECT:DATE
510 South Wilmington Street | Raleigh, NC 27601
1218 Chestnut Street, 7th Floor | Philadelphia, PA 19107
tel [phone]
60 Columbus Circle, 20th floor | New York, NY 10023
tel [phone]
4242 Six Forks Rd, Suite 820 | Raleigh, NC 27609
tel: [phone]
ADMINISTRATIVE
SITE REVIEW
05/18/2022
SD 06/10/2022
OWNER
OWNER
ARCHITECT | INTERIOR DESIGN | LANDSCAPE
ARCHITECTURE
400 W. Morgan street. Suite 100 | Raleigh, NC 27603
tel: [phone]
MEP ENGINEER
4208 Six Forks Road | Raleigh, NC 27609
tel: [phone]
Structural Engineer
50% DD 07/22/2022
100% DD 09/29/2022
50% CD 12/9/2022
80% CD 2/24/2023
2/24/2023 4:37:58 PM
BIM 360://Hammell-Drive-Bldg-A/HAMMELL DR_CD_BUILDING A_UPDATErvt.rvt
21200
10
0
0

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L16 -OVERALL PLAN
A1.16
Author
SM
KEY PLAN
1/16" = 1'-0"116 - OVERALL PLAN
GENERAL NOTES - PLANS (OVERALL)
W E
W
W
W
W
W
E
E
E
E
EE
E
UP
THE ARCHITECTURAL DRAWINGS MUST BE USED IN CONJUNCTION WITH THE
CIVIL, STRUCTURAL, MEP, FIRE PROTECTION DRAWINGS AND SPECIFICATIONS.
THE CONTRACTOR IS RESPONSIBILE FOR ALL COORDINATION BETWEEN THE
DRAWINGS. DISCREPANCIES SHOULD BE BROUGHT TO THE ATTENTION OF THE
ARCHITECT.
THE CONTRACTOR IS ADVISED THAT THE AVAILABLE SPACE FOR ROUTING ALL
ELECTRICAL, MECHANICAL, PLUMBING, FIRE PROTECTION AND COMMUNICATIONS
PIPING, CONDUIT, TRAYS AND DUCTWORK MAY BE LIMITED IN MANY LOCATIONS.
THE CONTRACTOR SHALL COORDINATE ALL OF THE TRADES WORK AND MAKE
ADJUSTMENTS, WITH THE ARCHITECTS APPROVAL, TO THE ROUTING OF THESE
ITEMS AS REQUIRED. ANY REWORK RESULTING FROM THE FAILURE TO
COORDINATE WILL BE PERFORMED BY THE CONTRACTOR AT NO ADDITIONAL
COST.
ALL PENETRATIONS OF FIRE RATED ASSEMBLIES SHALL BE FIRE BLOCKED AND
SEALED PER UL APPROVED METHODS.
ABBREVIATIONS:
FEC = FIRE EXTINGUISHER AND CABINET
CG = CORNER GUARD
FD = FLOOR DRAIN, SEE MEP DRAWINGS
DF = DRINKING FOUNTAIN, SEE MEP DRAWINGS
EWC = ELECTRIC WATER COOLER
WOM = WALK OFF MAT
PBB = PLYWOOD BACKER BOARD, PAINTED
SP = STANDPIPE, SEE SPRINKLER DRAWINGS
RHC = ROOF HYDRANT CONTROL, SEE SPRINKLER DRAWINGS
CHS = CONDUCTOR HEAD DOWNSPOUT
RDL = ROOF DRAIN LEADER, SEE PLUMBING DRAWINGS
OS = OVERFLOW DRAIN SCUPPER
HVC = HOSE VALVE CABINET, SEE SPRINKLER DRAWINGS
ALL CONCEALED FIRE RATED ASSEMBLIES SHALL BE PROVIDED WITH SIGNAGE
INDICATING THE TYPE OF ASSEMBLY AND THE FIRE RATING IN HOURS IN LETTERS
NO SMALLER THAN 3" HIGH. SEE IBC SECTION 703.7
CONTRACTOR TO REPLACE ALL AREAS OF NEW FIRE PROOFING DAMAGED DURING
THE INSTALLATION OF WORK. REPAIR FIRE PROOFING MUST BE EQUAL TO
REQUIRED RESISTANCE RATING.
ALL DIMENSIONS ARE FROM THE FACE OF STUD/CMU WALL UNLESS OTHERWISE
NOTED.
ALL DOORS SHALL BE MOUNTED A MINIMUM OF 4" FROM THE INTERIOR FACE OF THE
WALL TO THE EDGE OF THE DOOR FRAME UNLESS OTHERWISE NOTED.
CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL BLOCKING AND REINFORCING
AS REQUIRED FOR THE INSTALLATION OF, INCLUDING, BUT NOT LIMITED TO, TOILET
PARTITIONS, TOILET ACCESSORIES, HANDRAILS AND MILLWORK INDICATED IN THE
CONTRACT DOUCMENTS.
LEGEND
A
U01 DOOR TYPE; SEE SCHEDULE ON SHEET A11.01 AND
A11.02
WINDOW TYPE; SEE SCHEDULE ON SHEET A11.03
#WALL TYPE; SEE CS.15
ALL COLUMNS TO BE SPRAYED FIREPROOFED UNLESS OTHERWISE NOTED ON
PLANS. COLUMNS TO BE 3 HR RATED.
CORRIDOR CONTROL JOINTS:
COORDINATE CONTROL JOINT LOCATIONS WITH GYPSUM BOARD SUBCONTRACCTOR
AND PROJECT TEAM TO DETERMINE REQUIRED DISTANCE BETWEEN JOINTS.
A3.002
1
A3.21
1
A3.20
A3.08
2
A3.08
1
A3.07
2
A3.07 1
A3.091
A3.092
M-B4 TYPE A
U1711
SEE LEVEL 10 PLANS
FOR TYPICAL UNITS.
ELEV. 3
ELEV 2ELEV 1
STAIR 1
STAIR 2
ELEV 4
ELEV. LOBBY
MECH.
MECH./ELEC.
TRASH
ELEV. LOBBY
2
CS0.47
DRAWN BY:
©
2
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CHECKED BY:
CONTENT:
REVISIONS:
ISSUE:
PROJECT:DATE
510 South Wilmington Street | Raleigh, NC 27601
1218 Chestnut Street, 7th Floor | Philadelphia, PA 19107
tel [phone]
60 Columbus Circle, 20th floor | New York, NY 10023
tel [phone]
4242 Six Forks Rd, Suite 820 | Raleigh, NC 27609
tel: [phone]
ADMINISTRATIVE
SITE REVIEW
05/18/2022
SD 06/10/2022
OWNER
OWNER
ARCHITECT | INTERIOR DESIGN | LANDSCAPE
ARCHITECTURE
400 W. Morgan street. Suite 100 | Raleigh, NC 27603
tel: [phone]
MEP ENGINEER
4208 Six Forks Road | Raleigh, NC 27609
tel: [phone]
Structural Engineer
50% DD 07/22/2022
100% DD 09/29/2022
50% CD 12/9/2022
80% CD 2/24/2023
2/24/2023 4:38:05 PM
BIM 360://Hammell-Drive-Bldg-A/HAMMELL DR_CD_BUILDING A_UPDATErvt.rvt
21200
10
0
0

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L17 -OVERALL PLAN
A1.17
Author
SM
KEY PLAN
1/16" = 1'-0"117 - OVERALL PLAN
GENERAL NOTES - PLANS (OVERALL)
W E
W
W
W
W
W
E
E
E
E
EE
E
UP
THE ARCHITECTURAL DRAWINGS MUST BE USED IN CONJUNCTION WITH THE
CIVIL, STRUCTURAL, MEP, FIRE PROTECTION DRAWINGS AND SPECIFICATIONS.
THE CONTRACTOR IS RESPONSIBILE FOR ALL COORDINATION BETWEEN THE
DRAWINGS. DISCREPANCIES SHOULD BE BROUGHT TO THE ATTENTION OF THE
ARCHITECT.
THE CONTRACTOR IS ADVISED THAT THE AVAILABLE SPACE FOR ROUTING ALL
ELECTRICAL, MECHANICAL, PLUMBING, FIRE PROTECTION AND COMMUNICATIONS
PIPING, CONDUIT, TRAYS AND DUCTWORK MAY BE LIMITED IN MANY LOCATIONS.
THE CONTRACTOR SHALL COORDINATE ALL OF THE TRADES WORK AND MAKE
ADJUSTMENTS, WITH THE ARCHITECTS APPROVAL, TO THE ROUTING OF THESE
ITEMS AS REQUIRED. ANY REWORK RESULTING FROM THE FAILURE TO
COORDINATE WILL BE PERFORMED BY THE CONTRACTOR AT NO ADDITIONAL
COST.
ALL PENETRATIONS OF FIRE RATED ASSEMBLIES SHALL BE FIRE BLOCKED AND
SEALED PER UL APPROVED METHODS.
ABBREVIATIONS:
FEC = FIRE EXTINGUISHER AND CABINET
CG = CORNER GUARD
FD = FLOOR DRAIN, SEE MEP DRAWINGS
DF = DRINKING FOUNTAIN, SEE MEP DRAWINGS
EWC = ELECTRIC WATER COOLER
WOM = WALK OFF MAT
PBB = PLYWOOD BACKER BOARD, PAINTED
SP = STANDPIPE, SEE SPRINKLER DRAWINGS
RHC = ROOF HYDRANT CONTROL, SEE SPRINKLER DRAWINGS
CHS = CONDUCTOR HEAD DOWNSPOUT
RDL = ROOF DRAIN LEADER, SEE PLUMBING DRAWINGS
OS = OVERFLOW DRAIN SCUPPER
HVC = HOSE VALVE CABINET, SEE SPRINKLER DRAWINGS
ALL CONCEALED FIRE RATED ASSEMBLIES SHALL BE PROVIDED WITH SIGNAGE
INDICATING THE TYPE OF ASSEMBLY AND THE FIRE RATING IN HOURS IN LETTERS
NO SMALLER THAN 3" HIGH. SEE IBC SECTION 703.7
CONTRACTOR TO REPLACE ALL AREAS OF NEW FIRE PROOFING DAMAGED DURING
THE INSTALLATION OF WORK. REPAIR FIRE PROOFING MUST BE EQUAL TO
REQUIRED RESISTANCE RATING.
ALL DIMENSIONS ARE FROM THE FACE OF STUD/CMU WALL UNLESS OTHERWISE
NOTED.
ALL DOORS SHALL BE MOUNTED A MINIMUM OF 4" FROM THE INTERIOR FACE OF THE
WALL TO THE EDGE OF THE DOOR FRAME UNLESS OTHERWISE NOTED.
CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL BLOCKING AND REINFORCING
AS REQUIRED FOR THE INSTALLATION OF, INCLUDING, BUT NOT LIMITED TO, TOILET
PARTITIONS, TOILET ACCESSORIES, HANDRAILS AND MILLWORK INDICATED IN THE
CONTRACT DOUCMENTS.
LEGEND
A
U01 DOOR TYPE; SEE SCHEDULE ON SHEET A11.01 AND
A11.02
WINDOW TYPE; SEE SCHEDULE ON SHEET A11.03
#WALL TYPE; SEE CS.15
ALL COLUMNS TO BE SPRAYED FIREPROOFED UNLESS OTHERWISE NOTED ON
PLANS. COLUMNS TO BE 3 HR RATED.
CORRIDOR CONTROL JOINTS:
COORDINATE CONTROL JOINT LOCATIONS WITH GYPSUM BOARD SUBCONTRACCTOR
AND PROJECT TEAM TO DETERMINE REQUIRED DISTANCE BETWEEN JOINTS.
A3.002
1
A3.21
1
A3.20
A3.08
2
A3.08
1
A3.07
2
A3.07 1
A3.091
A3.092
SEE LEVEL 10 PLANS
FOR TYPICAL UNITS.
STAIR 2
ELEV 4
ELEV 1 ELEV 2
STAIR 1 ELEV. 3
ELEV. LOBBY
MECH.
ELEV. LOBBY
TRASH
MECH./ELEC.
2
CS0.47
DRAWN BY:
©
2
0
2
3

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CHECKED BY:
CONTENT:
REVISIONS:
ISSUE:
PROJECT:DATE
510 South Wilmington Street | Raleigh, NC 27601
1218 Chestnut Street, 7th Floor | Philadelphia, PA 19107
tel [phone]
60 Columbus Circle, 20th floor | New York, NY 10023
tel [phone]
4242 Six Forks Rd, Suite 820 | Raleigh, NC 27609
tel: [phone]
ADMINISTRATIVE
SITE REVIEW
05/18/2022
SD 06/10/2022
OWNER
OWNER
ARCHITECT | INTERIOR DESIGN | LANDSCAPE
ARCHITECTURE
400 W. Morgan street. Suite 100 | Raleigh, NC 27603
tel: [phone]
MEP ENGINEER
4208 Six Forks Road | Raleigh, NC 27609
tel: [phone]
Structural Engineer
50% DD 07/22/2022
100% DD 09/29/2022
50% CD 12/9/2022
80% CD 2/24/2023
2/24/2023 4:38:12 PM
BIM 360://Hammell-Drive-Bldg-A/HAMMELL DR_CD_BUILDING A_UPDATErvt.rvt
21200
10
0
0

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L18 -OVERALL PLAN
A1.18
Author
SM
KEY PLAN
1/16" = 1'-0"118 - OVERALL PLAN
GENERAL NOTES - PLANS (OVERALL)
W E
W
W
W
W
W
E
E
E
E
EE
E
UP
THE ARCHITECTURAL DRAWINGS MUST BE USED IN CONJUNCTION WITH THE
CIVIL, STRUCTURAL, MEP, FIRE PROTECTION DRAWINGS AND SPECIFICATIONS.
THE CONTRACTOR IS RESPONSIBILE FOR ALL COORDINATION BETWEEN THE
DRAWINGS. DISCREPANCIES SHOULD BE BROUGHT TO THE ATTENTION OF THE
ARCHITECT.
THE CONTRACTOR IS ADVISED THAT THE AVAILABLE SPACE FOR ROUTING ALL
ELECTRICAL, MECHANICAL, PLUMBING, FIRE PROTECTION AND COMMUNICATIONS
PIPING, CONDUIT, TRAYS AND DUCTWORK MAY BE LIMITED IN MANY LOCATIONS.
THE CONTRACTOR SHALL COORDINATE ALL OF THE TRADES WORK AND MAKE
ADJUSTMENTS, WITH THE ARCHITECTS APPROVAL, TO THE ROUTING OF THESE
ITEMS AS REQUIRED. ANY REWORK RESULTING FROM THE FAILURE TO
COORDINATE WILL BE PERFORMED BY THE CONTRACTOR AT NO ADDITIONAL
COST.
ALL PENETRATIONS OF FIRE RATED ASSEMBLIES SHALL BE FIRE BLOCKED AND
SEALED PER UL APPROVED METHODS.
ABBREVIATIONS:
FEC = FIRE EXTINGUISHER AND CABINET
CG = CORNER GUARD
FD = FLOOR DRAIN, SEE MEP DRAWINGS
DF = DRINKING FOUNTAIN, SEE MEP DRAWINGS
EWC = ELECTRIC WATER COOLER
WOM = WALK OFF MAT
PBB = PLYWOOD BACKER BOARD, PAINTED
SP = STANDPIPE, SEE SPRINKLER DRAWINGS
RHC = ROOF HYDRANT CONTROL, SEE SPRINKLER DRAWINGS
CHS = CONDUCTOR HEAD DOWNSPOUT
RDL = ROOF DRAIN LEADER, SEE PLUMBING DRAWINGS
OS = OVERFLOW DRAIN SCUPPER
HVC = HOSE VALVE CABINET, SEE SPRINKLER DRAWINGS
ALL CONCEALED FIRE RATED ASSEMBLIES SHALL BE PROVIDED WITH SIGNAGE
INDICATING THE TYPE OF ASSEMBLY AND THE FIRE RATING IN HOURS IN LETTERS
NO SMALLER THAN 3" HIGH. SEE IBC SECTION 703.7
CONTRACTOR TO REPLACE ALL AREAS OF NEW FIRE PROOFING DAMAGED DURING
THE INSTALLATION OF WORK. REPAIR FIRE PROOFING MUST BE EQUAL TO
REQUIRED RESISTANCE RATING.
ALL DIMENSIONS ARE FROM THE FACE OF STUD/CMU WALL UNLESS OTHERWISE
NOTED.
ALL DOORS SHALL BE MOUNTED A MINIMUM OF 4" FROM THE INTERIOR FACE OF THE
WALL TO THE EDGE OF THE DOOR FRAME UNLESS OTHERWISE NOTED.
CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL BLOCKING AND REINFORCING
AS REQUIRED FOR THE INSTALLATION OF, INCLUDING, BUT NOT LIMITED TO, TOILET
PARTITIONS, TOILET ACCESSORIES, HANDRAILS AND MILLWORK INDICATED IN THE
CONTRACT DOUCMENTS.
LEGEND
A
U01 DOOR TYPE; SEE SCHEDULE ON SHEET A11.01 AND
A11.02
WINDOW TYPE; SEE SCHEDULE ON SHEET A11.03
#WALL TYPE; SEE CS.15
ALL COLUMNS TO BE SPRAYED FIREPROOFED UNLESS OTHERWISE NOTED ON
PLANS. COLUMNS TO BE 3 HR RATED.
CORRIDOR CONTROL JOINTS:
COORDINATE CONTROL JOINT LOCATIONS WITH GYPSUM BOARD SUBCONTRACCTOR
AND PROJECT TEAM TO DETERMINE REQUIRED DISTANCE BETWEEN JOINTS.
A3.002
1
A3.21
1
A3.20
A3.08
2
A3.08
1
A3.07
2
A3.07 1
A3.091
A3.092
SEE LEVEL 10 PLANS
FOR TYPICAL UNITS.
STAIR 1 ELEV. 3
ELEV 1 ELEV 2
STAIR 2
ELEV 4
ELEV. LOBBY
MECH./ELEC.
TRASH
MECH.
ELEV. LOBBY
2
CS0.47
DRAWN BY:
©
2
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2
3

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CHECKED BY:
CONTENT:
REVISIONS:
ISSUE:
PROJECT:DATE
510 South Wilmington Street | Raleigh, NC 27601
1218 Chestnut Street, 7th Floor | Philadelphia, PA 19107
tel [phone]
60 Columbus Circle, 20th floor | New York, NY 10023
tel [phone]
4242 Six Forks Rd, Suite 820 | Raleigh, NC 27609
tel: [phone]
ADMINISTRATIVE
SITE REVIEW
05/18/2022
SD 06/10/2022
OWNER
OWNER
ARCHITECT | INTERIOR DESIGN | LANDSCAPE
ARCHITECTURE
400 W. Morgan street. Suite 100 | Raleigh, NC 27603
tel: [phone]
MEP ENGINEER
4208 Six Forks Road | Raleigh, NC 27609
tel: [phone]
Structural Engineer
50% DD 07/22/2022
100% DD 09/29/2022
50% CD 12/9/2022
80% CD 2/24/2023
2/24/2023 4:38:18 PM
BIM 360://Hammell-Drive-Bldg-A/HAMMELL DR_CD_BUILDING A_UPDATErvt.rvt
21200
10
0
0

H
A
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L19 -OVERALL PLAN
A1.19
Author
SM
KEY PLAN
1/16" = 1'-0"119 - OVERALL PLAN
GENERAL NOTES - PLANS (OVERALL)
W E
W
W
W
W
W
E
E
E
E
EE
E
UP
A3.01
1
A3.00 1
A3.02
1
A3.002
1
A3.21
1
A3.20
A3.08
2
A3.08
1
A3.07
2
A3.07 1
A3.091
A3.092
M-B13
U2009
M-S3
U2007
M-S1
U2012
M-A9
U2013
M-A10
U2006
M-AJ2
U2005
M-A9
U2014
M-A9
U2015
M-B14
U2016M-A11
U2003
M-B6
U2000
M-B5
U2001
M-B4
U2011
M-A3
U2010
M-S7
U2002
STAIR 1
ELEV. LOBBY
ELEV 1 ELEV 2
MECH.
MECH./ELEC.
ELEV 4
ELEV. LOBBYSTAIR 2
TRASH
M-AJ1
U2004
ELEV. 3
M-B7
U2008
-PH
-PH
-PH
-PH
-PH
-PH
-PH
-PH
-PH
-PH
-PH
-PH
-PH
-PH
-PH
-PH
-PH
2
CS0.47
THE ARCHITECTURAL DRAWINGS MUST BE USED IN CONJUNCTION WITH THE
CIVIL, STRUCTURAL, MEP, FIRE PROTECTION DRAWINGS AND SPECIFICATIONS.
THE CONTRACTOR IS RESPONSIBILE FOR ALL COORDINATION BETWEEN THE
DRAWINGS. DISCREPANCIES SHOULD BE BROUGHT TO THE ATTENTION OF THE
ARCHITECT.
THE CONTRACTOR IS ADVISED THAT THE AVAILABLE SPACE FOR ROUTING ALL
ELECTRICAL, MECHANICAL, PLUMBING, FIRE PROTECTION AND COMMUNICATIONS
PIPING, CONDUIT, TRAYS AND DUCTWORK MAY BE LIMITED IN MANY LOCATIONS.
THE CONTRACTOR SHALL COORDINATE ALL OF THE TRADES WORK AND MAKE
ADJUSTMENTS, WITH THE ARCHITECTS APPROVAL, TO THE ROUTING OF THESE
ITEMS AS REQUIRED. ANY REWORK RESULTING FROM THE FAILURE TO
COORDINATE WILL BE PERFORMED BY THE CONTRACTOR AT NO ADDITIONAL
COST.
ALL PENETRATIONS OF FIRE RATED ASSEMBLIES SHALL BE FIRE BLOCKED AND
SEALED PER UL APPROVED METHODS.
ABBREVIATIONS:
FEC = FIRE EXTINGUISHER AND CABINET
CG = CORNER GUARD
FD = FLOOR DRAIN, SEE MEP DRAWINGS
DF = DRINKING FOUNTAIN, SEE MEP DRAWINGS
EWC = ELECTRIC WATER COOLER
WOM = WALK OFF MAT
PBB = PLYWOOD BACKER BOARD, PAINTED
SP = STANDPIPE, SEE SPRINKLER DRAWINGS
RHC = ROOF HYDRANT CONTROL, SEE SPRINKLER DRAWINGS
CHS = CONDUCTOR HEAD DOWNSPOUT
RDL = ROOF DRAIN LEADER, SEE PLUMBING DRAWINGS
OS = OVERFLOW DRAIN SCUPPER
HVC = HOSE VALVE CABINET, SEE SPRINKLER DRAWINGS
ALL CONCEALED FIRE RATED ASSEMBLIES SHALL BE PROVIDED WITH SIGNAGE
INDICATING THE TYPE OF ASSEMBLY AND THE FIRE RATING IN HOURS IN LETTERS
NO SMALLER THAN 3" HIGH. SEE IBC SECTION 703.7
CONTRACTOR TO REPLACE ALL AREAS OF NEW FIRE PROOFING DAMAGED DURING
THE INSTALLATION OF WORK. REPAIR FIRE PROOFING MUST BE EQUAL TO
REQUIRED RESISTANCE RATING.
ALL DIMENSIONS ARE FROM THE FACE OF STUD/CMU WALL UNLESS OTHERWISE
NOTED.
ALL DOORS SHALL BE MOUNTED A MINIMUM OF 4" FROM THE INTERIOR FACE OF THE
WALL TO THE EDGE OF THE DOOR FRAME UNLESS OTHERWISE NOTED.
CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL BLOCKING AND REINFORCING
AS REQUIRED FOR THE INSTALLATION OF, INCLUDING, BUT NOT LIMITED TO, TOILET
PARTITIONS, TOILET ACCESSORIES, HANDRAILS AND MILLWORK INDICATED IN THE
CONTRACT DOUCMENTS.
LEGEND
A
U01 DOOR TYPE; SEE SCHEDULE ON SHEET A11.01 AND
A11.02
WINDOW TYPE; SEE SCHEDULE ON SHEET A11.03
#WALL TYPE; SEE CS.15
ALL COLUMNS TO BE SPRAYED FIREPROOFED UNLESS OTHERWISE NOTED ON
PLANS. COLUMNS TO BE 3 HR RATED.
CORRIDOR CONTROL JOINTS:
COORDINATE CONTROL JOINT LOCATIONS WITH GYPSUM BOARD SUBCONTRACCTOR
AND PROJECT TEAM TO DETERMINE REQUIRED DISTANCE BETWEEN JOINTS.DRAWN BY:
©
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CHECKED BY:
CONTENT:
REVISIONS:
ISSUE:
PROJECT:DATE
510 South Wilmington Street | Raleigh, NC 27601
1218 Chestnut Street, 7th Floor | Philadelphia, PA 19107
tel [phone]
60 Columbus Circle, 20th floor | New York, NY 10023
tel [phone]
4242 Six Forks Rd, Suite 820 | Raleigh, NC 27609
tel: [phone]
ADMINISTRATIVE
SITE REVIEW
05/18/2022
SD 06/10/2022
OWNER
OWNER
ARCHITECT | INTERIOR DESIGN | LANDSCAPE
ARCHITECTURE
400 W. Morgan street. Suite 100 | Raleigh, NC 27603
tel: [phone]
MEP ENGINEER
4208 Six Forks Road | Raleigh, NC 27609
tel: [phone]
Structural Engineer
50% DD 07/22/2022
100% DD 09/29/2022
50% CD 12/9/2022
80% CD 2/24/2023
2/24/2023 4:38:25 PM
BIM 360://Hammell-Drive-Bldg-A/HAMMELL DR_CD_BUILDING A_UPDATErvt.rvt
21200
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L20 -OVERALL PLAN
A1.20
Author
SM
1/16" = 1'-0"120 - OVERALL PLAN
KEY PLAN
GENERAL NOTES - PLANS (OVERALL)
1
A3.22 A3.01
1
A3.00 1
A3.02
1
A3.002
1
A3.21
2
A3.20
1
A3.20
A3.065
A3.06
1
A3.064
A3.063
A3.05
3
A3.06 2
A3.04
1
A3.05 1
A3.05
4
A3.04
2
A3.08
2
A3.08
1
A3.04
3
A3.07
3
A3.074
A3.07
2
A3.07 1
A3.091
A3.092
1
A8.01
2
A8.01
1
A8.212
A8.27
3
A8.21
1
A8.25
DS
DS DS
DS
DS
DS
1/
4
"

/

1
'
-0"

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1/
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"

/

1
'
-0"

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1/4" / 1'-0" SLOPE
1/4" / 1'-0" SLOPE
71' - 1 1/2"41' - 10 1/4"11' - 11 15/16"
13' - 8 1/2"
15' - 7 3/16"
CONDENSERS ON SLEEPERS. SEE M-SERIES
12
3
4
6
5
FRTW SHEATHNG @ 4'-0" WIDTH ADJACENT TO FIREWALL
FRTW SHEATHNG @ 4'-0" WIDTH ADJACENT TO FIREWALL
A7.11
3
STAIR 4
STAIR 3
ELEV. 5
RAISED ROOF AT ELEV.
ROOF ACCESS
ROOF ACCESS
1/
4
"

/

1
'
-0"

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"

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1
'
-0"

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RD
SD
RD
SD
1
A8.23
1
A8.24
FRESH AIR INTAKE
2
A8.25
1
A8.03
2
A8.03
42" GUARDRAIL @ ROOF ACCESS DOOR.
GUARDRAIL TO EXTEND TO 10'-0" FROM BUILDING EDGE
ELEVATOR
OVERRUN
ELEVATOR
OVERRUN
ELEV. CTRL
2
A8.26
17' - 7 5/8"
DRAWN BY:
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CHECKED BY:
CONTENT:
REVISIONS:
ISSUE:
PROJECT:DATE
510 South Wilmington Street | Raleigh, NC 27601
1218 Chestnut Street, 7th Floor | Philadelphia, PA 19107
tel [phone]
60 Columbus Circle, 20th floor | New York, NY 10023
tel [phone]
4242 Six Forks Rd, Suite 820 | Raleigh, NC 27609
tel: [phone]
ADMINISTRATIVE
SITE REVIEW
05/18/2022
SD 06/10/2022
OWNER
OWNER
ARCHITECT | INTERIOR DESIGN | LANDSCAPE
ARCHITECTURE
400 W. Morgan street. Suite 100 | Raleigh, NC 27603
tel: [phone]
MEP ENGINEER
4208 Six Forks Road | Raleigh, NC 27609
tel: [phone]
Structural Engineer
50% DD 07/22/2022
100% DD 09/29/2022
50% CD 12/9/2022
80% CD 2/24/2023
2/24/2023 4:38:32 PM
BIM 360://Hammell-Drive-Bldg-A/HAMMELL DR_CD_BUILDING A_UPDATErvt.rvt
21200
10
0
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ROOF -OVERALL PLAN
A1.21
Author
SM
1/16" = 1'-0"1ROOF - OVERALL PLAN
KEY PLAN
ROOF PLAN LEGEND
INDICATES CONDENSER
LOCATION SEE MECH. DWGS.
FOR MORE INFO.
INDICATES ROOF SLOPE
DIRECTION
INDICATES THRU PARAPET SCUPPER,
CONDUCTOR HEAD & DOWN SPOUT PER NC
PLUMBING CODE SECTION 1106.2
INDICATES SECONDARY SCUPPER
LOCATED 2" ABOVE PRIMARY
SCUPPER / ROOF DRAIN
INDICATES TAPERED
INSULATION OVER SLOPED
ROOF. PROVIDE MIN. SLOPE TO
ROOF DRAIN / SCUPPER 1/4"
PER 1-0"
NOTESCALCULATION:
1. SEE MECHANICAL DRAWINGS FOR CONDENSER MOUNTING DETAILS
2. SEE SHEET A9.XX SERIES FOR ROOFING DETAILS
3. SEE PLUMBING DRAWINGS FOR ADDITIONAL VENT PIPE AND DRYER DUCT ROOF PENETRATIONS
4. COORDINATE ROOF DRAIN / DOWNSPOUT LOCATIONS WITH ELEVATIONS
5. SECONDARY SCUPPERS TO BE LOCATED 2" HIGHER THAN ADJACENT PRIMARY SCUPPER, TYP. ALL LOCATIONS.
6. SECONDARY ROOF DRAINS TO BE ROUTED TO DAYLIGHT IN ROOF CAVITY AS INDICATED ON PLANS
7. RE: ELEVATIONS FOR EXACT LOCATION
8. SEE MECHANICAL DRAWINGS FOR ATTIC VENTILATION FAN LOCATIONS
9. ALTHOUGH NO "DRAFTSTOPPING" IS REQUIRED IN ATTIC, A "DRAFT CURTAIN" WILL BE REQUIRED. DRAFT CURTAIN IS TO BE INSTALLED TIGHT TO THE
UNDERSIDE OF THE ROOF SHEATHING @ 1,000 SF BLOCKS AND CURTAIN SHALL BE 1/3 THE HEIGHT OF THE ATTIC OR 8", WHICHEVER IS GREATER. SEE
FIRE PROTECTION DRAWINGS & SPRINKLER HEAD CUT SHEETS FOR MORE INFORMATION.
10. GC SHALL COORDINATE LOCATION & NUMBER OF REQUIRED ATTIC ACCESS LOCATIONS W/ LOCAL AHJ / CITY OF RALEIGH. REQUIRED FOR
INSPECTIONS. WHERE ATTIC ACCESS LOCATIONS ARE REQUIRED, ACCESS DOOR SHALL BE 1-HOUR RATED. SEE DETAIL X/XXX FOR MORE
INFORMATION.
11. SEE FIRE PROTECTION DRAWINGS FOR SMOKE CURTAIN LOCATIONS IF REQUIRED
12. SEE ELEVATOR SECTIONS FOR ELEVATOR OVERRIDE
13. PROVIDE ADDITIONAL LAYER OF TPO ROOF MEMBRANE FOR DISTANCE OF 20' MINIMUM SURROUNDING ALL RETAIL MECHANICAL CHASE LOCATIONSDS
ACCESS DOOR
PRIMARY ROOF DRAIN
SECONDARY ROOF DRAIN
COW'S TONGUE
INDICATES ROOFING WALKWAY PAD
INDICATES FRTW SHEATHING @ 4'-0"
WIDTH RD
SD
CT
BUILDING A ROOF
DS-1: AREA = 3105 SF | LEADER = 3 1/2" X 4"
DS-2: AREA = 2040 SF | LEADER = 3 1/2" X 4"
DS-3: AREA = 2877 SF | LEADER = 3 1/2" X 4"
DS-4: AREA = 1379 SF | LEADER = 3 1/2" X 4"
DS-5: AREA = 2332 SF | LEADER = 3 1/2" X 4"
DS-6: AREA = 2981 SF | LEADER = 3 1/2" X 4"
BUILDING B ROOF
RD-1
RD-2
RD-3
RD-4
RD-5
RD-6