GFNB Building Dept Response_sm
Page 1 of 3
Date: March 4, 2024
To: Queensbury Building Department
Re: Glens Falls National Bank Queensbury Renovation
Permit Set Review
Building Department Comments:
1. Provide the name of the company to perform the HVAC Air Balancing Testing and submit
the final report.
Per the documents, the HVAC air balancing and testing will be by the Contractor.
2. Submit all documentation for all geothermal work (field reports and approvals) completed
in preparation for the work in the building to commence.
See attached documents:
Spec Section 23 21 14 Geothermal Heat Pump Piping and Vertical Heat Exchangers,
Friedman Fisher Associates
Drawing M100 Site Geothermal Plan, Friedman Fisher Associates
Drawing M601 Details, Friedman Fisher Associates
Ground Loop Design Thermal Conductivity Report – 2/23/2023, Gaia Geothermal
International Ground Source Heat Pump Association membership for David Rosick,
Rosick Well Drilling.
3. Provide the name of the design professional responsible for submitting the mechanical and
electrical commissioning documentation.
Per the exception in paragraph C408.2 of the 2020 NYS Energy Code, this project does not
require a commissioning agent. The cooling capacity is 300,000 Btu/h, which is below the
480,000 Btu/h threshold, and the heating capacity is 400,000 Btu/h, which is below the
600,000 Btu/h threshold.
4. Submit all asbestos survey and abatement documentation for the project along with the
licenses for the asbestos survey company and asbestos removal contractors along with
worker's compensation insurance documentation.
See attached “Report of Limited Asbestos and Hazardous Materials Inspection,” dated
January 8, 2024, by Alpine Environmental Services, Inc., including licenses.
Asbestos removal contractor licenses, insurance, and worker’s compensation will be
submitted by the contractor.
5. Review the attached Fire Marshal's Plan Review Documentation.
See below.
Page 2 of 3
6. Submit structural calculations for structural modifications from Ted Prime at SRA Engineers
along with a letter stating that Ted Prime will be performing structural inspections for this
scope of work.
See attached documents:
“Structural Calculations For Renovation” by SRA Engineers
Letter from SRA Engineers
7. Please sign the building permit application. – Will do.
8. The awarded contractor will need to provide all worker's compensation insurance
documentation for them and all subcontractors.
The Contractor will provide this before pulling the permit.
9. On sheet A700 please add to your stair note regarding the 12" extensions that the ends of
the extensions need to return on themselves, newel post or into a wall, no butt ends
exposed.
Note added to A-700, attached.
10. Pay building permit fee of $3279.50 (Invoice #2024-009) at the Town of Queensbury.
The Contractor will pay the permit fee.
Fire Marshal Comments:
1. Verify storage.
Proper clearance will be provided at all MEP equipment; occupant storage is in separate
spaces.
2. Verify operation of exit/emergency lights w/own breaker.
The emergency lights and exit lights are not circuited to their own breaker. They are circuited
to the lighting circuit serving the room where they are located to comply with NEC Article
700 Emergency Systems Part III Sources of Power: 700.12 General Requirements (F) Unit
Equipment (2) Installation of Unit Equipment (3): The branch circuit feeding the unit
equipment shall be the same branch circuit as that serving the normal lighting in the area
and connected ahead of any local switches.
3. Verify locks/latches according to the 2020 NYSFC.
All egress doors have panic hardware, as called out on A-600, door schedule.
Page 3 of 3
4. Verify fire extinguisher locations.
The fire extinguishers are shown on the plans A-100 and A-101, attached.
5. Verify paths of egress during construction.
Paths of egress for the Contractor and Bank staff and customers are shown on PH-001,
attached.
6. UL Rating on wall along stair wall.
The UL rating for the cmu infill above the existing block walls at the stair will be UL no. 906.
This will apply to the infill courses above the existing block walls at the stairs and the north
wall of hall 211. The existing block walls of the mechanical room (south wall in hall 211) go
to the deck.
7. Knox Box 3200 series needed for outside and Elevator Knox box needed next to elevator.
The specific Knox Box types have been called out on A-101, attached.
8. Truss ID required.
The truss ID has been called out sheet A-001, attached.
9. CO Detection required.
CO detectors are indicated outside the mechanical room on each floor, shown on sheet
SC-100 by Mahoney Alarms.
10. Protection of the fire alarm system during construction according to the 2020 NYSFC
Chapter 33.
A note calling for the protection of the fire alarm system has been added to sheet D-001,
attached.
11. NFPA 72 letter of compliance.
A letter of compliance will be provided by Mahoney Alarms prior to C of O.
12. Provide documents for fire alarm system for review before installation.
These documents will be submitted by Mahoney Alarms.
GLENS FALLS NATIONAL BANK
QUEENSBURY BRANCH
Oldenquist Design 23 21 14 - 1 GEOTHERMAL HEAT PUMP PIPING
AND VERTICAL HEAT EXCHANGERS
SECTION 232114
GEOTHERMAL HEAT PUMP PIPING AND VERTICAL HEAT EXCHANGERS
PART 1 – GENERAL
1.01 SECTION INCLUDES
A. Ground-coupled heat exchanger and connections to building piping system.
1.02 REFERENCE STANDARDS
A. APHA (EWWW) - Standard Methods for the Examination of Water and
Wastewater; 2017 (23rd Edition).
B. ASTM D2683 - Standard Specification for Socket-Type Polyethylene Fittings for
Outside Diameter-Controlled Polyethylene Pipe and Tubing; 2014.
C. ASTM D2837 - Standard Test Method for Obtaining Hydrostatic Design Basis for
Thermoplastic Pipe Materials or Pressure Design Basis for Thermoplastic Pipe
Products; 2013, with Editorial Revision (2014).
D. ASTM D3035 - Standard Specification for Polyethylene (PE) Plastic Pipe (DR-
PR) Based on Controlled Outside Diameter; 2015.
E. ASTM D3261 - Standard Specification for Butt Heat Fusion Polyethylene (PE)
Plastic Fittings for Polyethylene (PE) Plastic Pipe and Tubing; 2016.
F. ASTM D3350 - Standard Specification for Polyethylene Plastics Pipe and Fittings
Material; 2014.
G. ASTM F714 - Standard Specification for Polyethylene (PE) Plastic Pipe (DR-PR)
Based on Outside Diameter; 2013 (Reapproved 2019).
H. ASTM F1055 - Standard Specification for Electrofusion Type Polyethylene
Fittings for Outside Diameter Controlled Polyethylene and Crosslinked
Polyethylene (PEX) Pipe and Tubing; 2016a.
I. IGSHPA (GROUT) - Grouting Procedures for GHP Systems; International
Ground Source Heat Pump Association; 1991.
J. PPI TR-4 - PPI Listing of Hydrostatic Design Basis (HDB), Hydrostatic Design
Stress (HDS), Strength Design Basis (SDB), Pressure Design Basis (PDB), and
Minimum Required Strength (MRS) Ratings For Thermoplastic Piping Materials
or Pipe; 2017.
K. ANSI/CSA/IGSHPA C448 Series-16 - Design and installation of ground source
heat pump systems for commercial and residential buildings
GLENS FALLS NATIONAL BANK
QUEENSBURY BRANCH
Oldenquist Design 23 21 14 - 2 GEOTHERMAL HEAT PUMP PIPING
AND VERTICAL HEAT EXCHANGERS
1.03 ADMINISTRATIVE REQUIREMENTS
A. Preinstallation Meeting: Convene one week before starting work of this section.
Require attendance by all installers involved with site work and HVAC work.
1.04 SUBMITTALS
A. Product Data, Polyethylene Piping: Provide manufacturer's data for piping and
pipe fittings, showing compliance with specified requirements.
1. Provide manufacturer's recommendations for fusion jointing.
2. Include certification of long term hydrostatic basis, or test reports.
B. Product Data, Heat Exchange Fluid: Provide data showing compliance with
specified requirements.
1. Provide manufacturer's Material Data Safety Sheets.
2. Provide results of biodegradability studies conducted in accordance with
APHA (EWWW):
a. Statement of ecological behavior.
b. Total oxygen demand, in pounds (kg) of oxygen per pound (kg) of
fluid.
c. Percent of fluid degraded in five days.
C. Product Data, Grout and Slurry: Provide information including thermal
conductivity, density, mixture, etc of proposed materials.
D. Product Data, Interior Valves and fittings: Provide information on valves and
fittings to be used inside the building. Refer to other Division 23 technical
specifications for interior piping, valves, fitting, gauges and insulation
requirements.
E. Shop Drawings: Show complete piping layout, depths of excavation, final depths
of piping, backfill placement, point of entrance to building, test point locations,
and fittings used for all joints and connections.
F. Test Reports, Piping: Indicate test method and results of hydrostatic pressure
tests.
G. Record Documents: Record actual locations of all underground piping installed
relative to Owner's permanent structure on same property.
H. Weekly Drilling Progress: Monday of each week provide a progress report of the
geothermal field installation. Report drilling progress, u-bend installation depth,
and pressure testing log.
1.05 QUALITY ASSURANCE
A. Installer Qualifications: Company specializing in performing the work of this
section with minimum five years of documented experience and accredited by
IGSHPA.
GLENS FALLS NATIONAL BANK
QUEENSBURY BRANCH
Oldenquist Design 23 21 14 - 3 GEOTHERMAL HEAT PUMP PIPING
AND VERTICAL HEAT EXCHANGERS
B. Well driller qualifications: Geothermal well drillers shall have a minimum of five
years’ experience in the installation of geothermal well field installation and shall
be licensed in the jurisdiction where the project is located.
C. Heat Fusion Technician Certification: IGSHPA training and certification, certified
within three years from the date of project commencement.
D. During the installation, trash, soil and small animals shall be kept out of the pipe.
Extra care shall be taken to avoid contamination of the loop by vandalism or
other means of contamination. Ends of the pipe shall be sealed with fusion end-
caps until the pipe is joined to the manifold circuit. Taped, clamped or other
mechanical sealing methods of pipe ends are not acceptable.
E. Contractor shall utilize appropriate mud recycling equipment to eliminate
potential of flooding job site with mud and drill cuttings.
F. The contractor shall lock and secure their equipment and storage areas. The
Owner shall not be held responsible for loss of damage of any contractor's
equipment, tools, materials or personal effects.
1.06 DELIVERY, STORAGE, AND HANDLING
A. Deliver piping and fittings to project site in shipping containers with labeling in
place.
1. Verify that labels on piping indicate manufacturer's name, pipe or tube
size, pressure rating, relevant ASTM standards, PE cell classification
number, and date of manufacture.
2. Verify that piping complies with specifications and is undamaged.
B. Deliver chemicals for heat exchange fluid to project site in unopened shipping
containers with labeling in place; comply with local and state regulations.
C. Protect from weather, humidity and temperature variations, dirt and dust, and
other environmental contaminants. Palletized bentonite grouting materials are to
be protected from the weather with a protective covering, to the satisfaction of
the Engineer.
D. Store piping capped or plugged until time of installation.
1.07 PROJECT CONDITIONS
A. Existing utilities: do not interrupt utilities serving facilities occupied by the owner or
others unless permitted by the affected parties and then only after arranging to
provide temporary utility services according to the requirements indicated:
1. Notify the owner not less than two days in advance of proposed utility
interruptions.
2. Well drilling water: contractor shall be responsible for providing water for
the drilling purpose.
3. Well driller shall be responsible for removing all drilling mud, fluid and
waste material generated by drilling operations.
4. Reasonable care shall be taken to avoid damage to tree roots and
canopies, especially those over 6" in diameter.
GLENS FALLS NATIONAL BANK
QUEENSBURY BRANCH
Oldenquist Design 23 21 14 - 4 GEOTHERMAL HEAT PUMP PIPING
AND VERTICAL HEAT EXCHANGERS
PART 2 - PRODUCTS
2.01 WELL CASING
A. Well casings: AWWA C200, single ply, steel pipe with threaded ends and threaded
couplings for threaded joints.
2.02 HEAT EXCHANGER
A. Install the ground-coupled heat exchanger as designed and laid out on the Contract
Documents.
B. Heat Exchanger Configuration: Closed system; high density polyethylene piping in
vertical boreholes located as indicated on drawings.
1. Pipe Type: SDR11 High density polyethylene.
2. Pipe Diameter: 1-1/4 inch.
3. Shank Spacing: 1/8 inch.
4. Borehole Depth: 450 feet.
5. Borehole Diameter: 6 inches .
6. Borehole Spacing: 20 feet, minimum.
7. Total Number of Boreholes: 10 total bore holes. 9 new bore holes. The
“10th” bore hole (A1) is existing via the thermal conductivity test conducted
February 2023.
2.03 MATERIALS
A. Pipe: High density polyethylene pipe, type PE4710, ASTM D 3035, DR 11.
1. Comply with ASTM D 3035 with minimum working pressure rating of 200
psi at 73 degrees F.
2. ASTM D3350 cell classification PE445574C
3. Long Term Hydrostatic Design Basis: 160 psi at 73 degrees F, when
tested in accordance with ASTM D2837; appropriate listing in current
edition of PPI TR-4 will constitute evidence of compliance with this
requirement; otherwise, submit independent test results.
4. Joints and Fittings: Polyethylene of same type as pipe, of sizes and types
suitable for the pipe being used; use only heat fusion that are quality
controlled to provide a leak-free union between piping ends that is
stronger than the piping itself. Do not use other barbed fittings or hose
clamps.
a. Electrofusion Type Fittings: Comply with ASTM F1055.
b. Butt Fusion Fittings, 1-1/2” pipe and above: Comply with ASTM
D3261.
c. Socket Type Fittings, up to 1-1/4” pipe: Comply with ASTM
D2683.
d. Where threaded fittings must be used for connection to equipment
or dissimilar piping, use fittings and thread sealant compatible and
effective with antifreeze used.
e. Provide pre manufactured, molded U-bend at bottom of vertical
bore designed for geothermal application.
GLENS FALLS NATIONAL BANK
QUEENSBURY BRANCH
Oldenquist Design 23 21 14 - 5 GEOTHERMAL HEAT PUMP PIPING
AND VERTICAL HEAT EXCHANGERS
B. Heat Exchange Fluid: Water and antifreeze solution, 30 percent propylene glycol by
weight.
C. Detectable Underground Tape:
1. Magnetic detectable conductor in 2 inch (50 mm) wide rot-resistant plastic tape
or mesh, brightly colored, imprinted with "CAUTION GEOTHERMAL PIPELINE
BURIED BELOW” in large letters.
2. The contractor shall provide stranded tracer wire from within the mechanical
room, on one leg of each header pair (loop), to the last borehole on each header
pair loop. The stranded wire shall be of sufficient overall gauge to activate by
electric charge and be located by surface instrumentation at the maximum depth
of the installed header piping, or at an acceptable depth as prescribed by the
manufacturer.
D. Grout for Vertical Boreholes: Thermally-enhanced bentonite/high-grade silica sand
grouting compound with a minimum thermal conductivity value of 1.6 btu/hr-ft-°f
as determined when tested in accordance to ASTM D 5334. Grout mixture shall
have a maximum permeability rate of less than 1x10^-7/ cm/s as determined by
ASTM D 5084. Grout mixture shall be geo-pro TGlite 1.6 or approved equal with
a maximum density of 10.5 lb/gal.
E. Interior piping, valves and fittings: Refer to Division 23 specification sections for
interior piping, valve, fittings, gauges and accessories.
F. Header pairs in the mechanical room shall include signage or tags corresponding to
each header pair designation as described on the ground heat exchanger site plan
(i.e., Header Pair A, Header Pair B).
PART 3 - EXECUTION
3.01 EXCAVATION
A. Excavate in accordance with requirements of authorities having jurisdiction.
B. Remove rock as required to achieve specified depths.
C. Vertical Boreholes: Drill to depths as detailed on contract drawings.
1. Provide continuous steel casing on upper portion of borehole until
bedrock is reached. Casing is not required within bedrock.
2. Set casings within bores plumb and true to line.
3. Piping: Assemble heat exchanger piping and test before grouting and
covering.
D. Trenches: Excavate trenches for piping to lines and grades shown on drawings.
1. Excavate to accommodate grade changes.
2. Maintain trenches free of debris, material, and obstructions that may
damage pipe.
3. Piping: Assemble heat exchanger piping and test before backfilling and
paving parking lot.
GLENS FALLS NATIONAL BANK
QUEENSBURY BRANCH
Oldenquist Design 23 21 14 - 6 GEOTHERMAL HEAT PUMP PIPING
AND VERTICAL HEAT EXCHANGERS
3.02 POLYETHYLENE PIPING
A. Join piping and fittings using heat fusion or electrofusion; do not use solvents,
adhesives, or mechanical fittings.
B. Provide flanges or unions to connect heat exchanger piping to equipment or
piping of different type within the mechanical room where indicated; locate all
transitions between piping of different types inside the building or otherwise
accessible (i.e. above grade).
C. Keep dirt and debris out of pipe assemblies; cap or plug open ends until
connected to adjacent piping.
D. Do not bend piping to shorter radius than recommended by pipe manufacturer;
do not kink piping; use elbow or other fittings for sharp bends.
E. Partially backfill radius bends in narrow trenches by hand to ensure that piping is
properly supported and to prevent kinking.
F. The loop tubes and the tremie pipe shall be installed into the vertical borehole
heat exchanger the same day the vertical borehole heat exchanger is
constructed.
3.03 GROUTING
A. After installation and testing of piping within bore, place grout continuously, from
bottom to top surface to ensure filling of annular space in one operation.
B. The loop tube shall be pressurized with water during the entire grouting process
to protect it against shear forces caused by the grout. The hydrostatic pressure
level shall be adapted with grout density and borehole depth.
C. Grout shall be placed in the borehole by pressure pumping through a tremie pipe
after enough water or other drilling fluid has been circulated in the annular space
to clear obstructions;
D. Tremie grouting of the entire vertical borehole using the grout material specified
and shall be completed within a timeframe to ensure total loop well grouting and
ensure aquifer protection;
E. The tremie pipe shall be lowered to the bottom of the borehole, raised slowly as
the grout is introduced and should be continuously submerged in the grout.
F. Once the grout has settled for a minimum of 48 h, the ground source heat pump
system contractor shall ensure that the vertical borehole heat exchanger(s) are
filled with grout to the top of the vertical borehole heat exchanger; and regular
verification of the grout mixture shall be carried out as follows:
1. Verification of grout mix ratio, mixing procedures, grouting, and topping
off of vertical borehole heat exchanger with grout shall be undertaken on
an ongoing basis during ground source heat pump installation
GLENS FALLS NATIONAL BANK
QUEENSBURY BRANCH
Oldenquist Design 23 21 14 - 7 GEOTHERMAL HEAT PUMP PIPING
AND VERTICAL HEAT EXCHANGERS
2. Density and water content, or alternatively, grout thermal conductivity of
the samples, shall be measured to ensure the grout mixture is in
accordance with the specified grout recipe.
3.04 TESTING
A. At several stages of the installation the pipe installed shall be pressure tested
with result documented and turned over to owner and engineering for approval. If
deficiencies are found, the point of leakage shall be found, repaired and test
repeated. This procedure shall be followed until the piping systems have been
proved absolutely tight.
B. Caution shall be exercised to prevent direct sunlight or significant air temperature
changes from affecting the results.
C. The use of any chemicals, any "Stop-Leak" compounds, any mastic or any other
temporary means shall not be used for repairing leaks during or subsequent to
these tests.
D. Pressure tests for polyethylene pipes shall be conducted in accordance with
ASTM F2164, which provides information on apparatus, safety, pre-test
preparation, and procedures for conducting field tests of PE pressure piping
systems by filling them with a liquid and applying pressure to determine if leaks
exist in the system.
E. The duration of the pressure test shall be no less than 1 h after the stabilization
of pressure. If no visual leakage is observed and pressure during the test phase
remains steady (within 5% of the test phase pressure), a passing test is
indicated.
F. Loops must pass the test at the following milestone:
1. Prior to insertion of the vertical piping into the bore holes, the contractor
shall assemble the "U-Bend" and piping, cap both ends, and pressure test
the piping to a pressure of 100 psig. Reduce pressure to 0 psig before
lowering into borehole.
2. After each runout has been assembled, including connection to the
grouted vertical borehole heat exchangers and before backfilling, test
piping to a pressure of 50 psig.
3. After the complete ground-heat exchanger has been installed, flushed, and
purged of air and debris and before the ground heat exchanger has been
filled with glycol connected to the building system, test piping to a pressure
of 50 psig.
G. Contractor is responsible to provide evidence of and certification of pressure
testing, and acceptance of all work performed by signature of contract inspector.
H. After the conclusion of the ground heat exchanger pressure test, the ground heat
exchanger shall be left filled with ultimate fluid to be used in the system and be
maintained under pressure until final connection to the building system.
3.05 FLUSHING, PURGING AND CHARGING
GLENS FALLS NATIONAL BANK
QUEENSBURY BRANCH
Oldenquist Design 23 21 14 - 8 GEOTHERMAL HEAT PUMP PIPING
AND VERTICAL HEAT EXCHANGERS
A. All geothermal piping systems shall be thoroughly cleaned before placing in
operation to rid the system of dirt, piping compound, mill scale, oil, and any and
all other clean and balance the piping installed under his contract.
B. Extreme care shall be exercised during construction to prevent all dirt and other
foreign matter from entering the pipe or other parts of the system. Pipe stored on
the project to have the open ends capped and equipment to have all openings
fully protected. Before erection, each piece of pipe, fittings, or valve to be visually
examined and all dirt removed.
C. The ground heat exchanger shall be flushed with potable water by means of a
flushing unit equipped with a tank for air separation, suitable filters, a water flow
meter, pressure gauges and valves to reverse the flow. All flushing flow shall
pass through a suitable filter until the water is observed to be clear and clean.
D. Each supply and return circuit shall be flushed and purged in the forward and
reverse directions with water at a minimum velocity of 2 ft/s through each piping
section. A calibrated flow meter shall be used to verify the flow velocity.
E. To verify the effectiveness of a purge, the valve leaving the borehole field shall
be closed while monitoring the make-up water level in the purge tank. If the level
does not go down, there is little air in the system. The system should be
pressurized to 50 psig after purging is complete. When the borehole field is
connected to the system the residual pressure will ensure that the system is
intact and that no air has been introduced into the system.
F. Prior to specifying water treatment and selecting an anti-freeze solution for the
system, a sample of the local water shall be analyzed to identify existing local
water chemistry. Where applicable and permitted by the authority having
jurisdiction, the heat transfer fluid may contain chemical inhibitors to protect the
biological and chemical integrity of the solution to prevent corrosion of system
pipes.
G. Charge system with specified glycol mixture after all testing, flushing and purging
has occurred and been accepted by the owner.
H. Install system label at purging valves, indicating:
1. Heat exchange fluid, including antifreeze type and concentration.
2. Service date.
3. Company name.
4. Company phone number and responsible person.
5. Geothermal Loop Served.
3.06 BACKFILLING
A. Install in compliance with local authorities having jurisdiction.
B. Vertical Boreholes: Backfill after pipe installation in accordance with IGSHPA
(GROUT) - IGSHPA Grouting Procedures for GHP Systems.
C. Trenches:
GLENS FALLS NATIONAL BANK
QUEENSBURY BRANCH
Oldenquist Design 23 21 14 - 9 GEOTHERMAL HEAT PUMP PIPING
AND VERTICAL HEAT EXCHANGERS
1. Provide minimum 5 foot cover over piping.
2. Backfill trenches after pipe has been installed and tested, using fill free of
rocks and other debris.
3. Install detectable tape continuously 6 inches (150 mm) above top of all
buried pipe.
4. Install Tracer wire from header in mechanical room to the last bore in the
geothermal loop.
5. Backfill and compact using the procedures specified.
6. Backfill to original grades with sufficient overfill to allow for settlement.
D. Protect piping from displacement.
3.07 CLEANING
A. Leave adjacent paved areas broom clean.
B. Clear debris, including excess backfill and excavated dirt and rock, from heat
exchanger area.
3.08 PROTECTION
A. Protect area during excavation from excess runoff and erosion. Ensure that mud
pit will not leak or overflow into streams or wetlands. When the well is accepted,
remove mud and solids in mud pit from project site and restore site to finished
grade.
B. Provide casings, seals, sterilizing agents, and other materials to eliminate
contamination.
C. Protect pipe protrusions from damage until connections to building systems are
installed.
3.09 IDENTIFICATION
A. Install continuous underground detectable warning tape for underground piping.
Locate below finished grade, directly over piping.
END OF SECTION
CIRF
CMF
IPFCIRF
CIRF
IRF (Bent)
CIRF (Bent)
IRF
IRF (Bent)
IRF (Bent)
Two
S
t
o
r
y
Bric
k
B
u
i
l
d
i
n
g
"G
l
e
n
s
F
a
l
l
s
N
a
t
i
o
n
a
l
B
a
n
k
"
#69
6
G
l
e
n
S
t
r
e
e
t
WV
WV
WV
WV
T
T
T
Adj
o
i
n
e
r
'
s
B
u
i
l
d
i
n
g
Co
n
c
.
Blo
c
k
Bld
g
.
TV
U.P. NM 30-A
U.P
.
N
M
3
0
U.P. NM 30-1
U.P. NM 1
U.P.
U.P. 3-1
TV
Ga
s
M
e
t
e
r
Traffic Pole
Cross Walk Signal
Traffic Signal Box
Traffic Signal Box
LP
ICV
24" Maple
Access Cover
Flag Pole ICV
Wood Post
Sign
Do Not Enter
Telecomm.
Pedestal
Tel
e
c
o
m
m
.
Pe
d
e
s
t
a
l
Cable TV Pedestal
Telec
o
m
m
.
Pede
s
t
a
l
Hydrant
Guar
d
R
a
i
l
Cable TV Pedestal
Sign
Sign-30 MPH
Hy
d
r
a
n
t
CB
CB
CB
CB
LP
LP
Ro
o
f
O
v
e
r
h
a
n
g
Co
n
c
r
e
t
e
Cr
o
s
s
w
a
l
k
U.P. NM31
ICV ICV
Sign
Ove
r
h
a
n
g
Con
c
r
e
t
e
W
a
l
k
Co
n
c
r
e
t
e
S
i
d
e
w
a
l
k
As
p
h
a
l
t
Sign
Mail Box
Sign-One Way
Sign
Sign-One Way
Asp
h
a
l
t
6" Box
SSAC
Elec. Box
CB
Lands N/F of
Carlo Cedrone
B:1200 P:199
302.7-1-23
Lands N/F of
CKT Enterprises, LLC
B:5527 P:297
302.7-1-24
Lands N/F of
CKT Enterprises, LLC
B:5527 P:297
302.7-1-25
Lands N/F of
CKT Enterprises, LLC
B:1379 P:203
302.7-118
U.P. NM3
U.P. NM 30-2
SSAC
SSAC
HCAP Sign
Blu
e
P
i
n
F
l
a
g
s
Gr
e
e
n
P
i
n
F
l
a
g
s
Yell
o
w
P
a
i
n
t
L
i
n
e
Yell
o
w
P
a
i
n
t
L
i
n
e
Gr
e
e
n
P
i
n
F
l
a
g
s
Ora
n
g
e
P
i
n
F
l
a
g
s
/
P
a
i
n
t
L
i
n
e
Ora
n
g
e
P
a
i
n
t
L
i
n
e
Red
P
a
i
n
t
L
i
n
e
Ora
n
g
e
P
a
i
n
t
L
i
n
e
Red
P
a
i
n
t
L
i
n
e
Re
d
P
a
i
n
t
L
i
n
e
Red
P
a
i
n
t
L
i
n
e
Asp
h
a
l
t
P
a
r
k
i
n
g
Wood Post
Yel
l
o
w
P
a
i
n
t
L
i
n
e
TOTAL (10) BORE HOLES - PROVIDE (9) BORE HOLES:
6" DIAMETER, 450 FEET DEEP, MINIMUM 20'-0"
SEPARATION, 1-1/4" VERTICAL HEAT EXCHANGERS,
GROUT WITH MINIMUM 1.6 (BTU/HR*FT*°F)
CONDUCTIVITY, AND A DESIGN FLOW RATE OF 8.2
GPM EACH. PROVIDE STEEL BORE CASING DOWN TO
BEDROCK AT APPROXIMATELY 80'-0"
20'
-
0
"
M
I
N
.
(T
Y
P
I
C
A
L
)
20'-0"
M
I
N
.
(TYPIC
A
L
)
BORE HOLE SEPARATION
RADIUS (TYPICAL)
EXISTING (1) CONDUCTIVITY TEST BORE HOLE:
- 450'-0" BORE DEPTH
- 1-1/4" VERTICAL HX
- 1.6 (BTU/HR*FT*°F) GROUT CONDUCTIVITY
- THERM. COND. PER TEST = 2.0 BTU/(H*FT*°F)
- THERM. DIFFUSIVITY (EST) PER TEST = 1.27 FT^2/DAY
- UNDIST. GROUND TEMP PER TEST = 51.3 °F
1
A1
A2
A3
A4
A5
B1
B2
B3
B4
B5
3" GWR &
3" GWS
3" GWS &
3" GWR
3" GWS
2" GWS
1-1/2" GWS
1-1/4" GWS
1-1/4" GWR
1-1/2" GWR
2" GWR
3" GWR
2
3
REMOVE PAVED PARKING LOT TO ALLOW FOR
GEOTHERMAL BORE FIELD INSTALLATION. PROVIDE NEW
PAVED PARKING LOT, INCLUDING LINE PAINTING AS
DIRECTED BY THE OWNER'S REPRESENTATIVE, AFTER
GEOTHERMAL BORE FIELD INSTALLATION IS COMPLETE.
PARKING LOT IS APPROXIMATELY 6,500 SQFT.
A2203
2023-03-17
AS NOTED
GEOTHERMAL
WELL PACKAGE
2023-05-10
THIS DOCUMENT CONTAINS COPYRIGHTED MATERIAL
BELONGING TO OLDENQUIST DESIGN. UNAUTHORIZED
USE, DISSEMINATION, OR DUPLICATION OF THESE
DRAWINGS MAY RESULT IN LIABILITY UNDER
APPLICABLE LAWS.
Glens Falls
National Bank
696 Upper Glens St.
Queensbury, NY
Oldenquist
Design
ARCHITECTURE AND PLANNING
BAR EQUALS ONE INCH WHEN
DRAWING IS PRINTED TO SCALE
1"
NORTH
M100
SI
T
E
G
E
O
T
H
E
R
M
A
L
P
L
A
N
GENERAL NOTES
1.COORDINATE UTILITY SHUT DOWNS WITH THE FACILITY. GEOTHERMAL FIELD
INSTALLATION SHALL NOT EFFECT THE OPERATION OF THE FACILITY. EQUIPMENT,
DEVICES, DEBRIS, MATERIALS, ETC. SHALL BE KEPT WITHIN THE BORE FIELD PARKING
LOT AS ACCEPTABLE BY THE OWNER'S REPRESENTATIVE.
2.FIELD VERIFY UNDERGROUND UTILITIES AND OBSTRUCTIONS THAT MAY PROHIBIT THE
GEOTHERMAL SYSTEM FROM BEING INSTALLED AS DESIGNED PRIOR TO STARTING
CONSTRUCTION AND SUBMIT TO ENGINEER OF RECORD FOR REVIEW.
3.REFER TO GEOTHERMAL LOOP "B" FOR HORIZONTAL UNDERGROUND PIPE SIZES,
GEOTHERMAL LOOP "A" SIMILAR.
4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MANAGING, CONTAINING, FILTERING,
AND DISPOSING OF WATER/MUD/RUNOFF DUE TO THE DRILLING PROCESS.
WATER/MUD/RUNOFF FROM THE DRILLING PROCESS SHALL BE CONTAINED TO THE
±6,500 SQFT PARKING LOT IN WHICH THE BORE FIELD IS BEING INSTALLED DURING
THE ENTIRETY OF THE PROJECT. IN THE EVENT THERE IS ACCESS
WATER/MUD/RUNOFF THAT CANNOT BE CONTAINED IN THE PARKING LOT AREA, THE
CONTRACTOR SHALL BE RESPONSIBLE FOR A MEANS TO REMOVE, TRANSPORT, AND
DISPOSE OF THE ACCESS WATER/MUD/RUNOFF. COMPLY WITH ALL LOCAL, STATE,
AND FEDERAL LAWS AND REGULATIONS.
5.THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE THEIR OWN WATER SOURCE
FOR DRILLING, CLEANING, ETC. PURPOSES. THE CONTRACTOR SHALL BE
RESPONSIBLE TO PROVIDE THEIR OWN GENERATOR FOR ANY POWER REQUIREMENTS
ASSOCIATED TO WORK COMPLETED UNDER THIS CONTRACT.
SITE PLAN
SCALE: 1/32" = 1'-0"1PL
O
T
T
E
D
:
5
/
9
/
2
0
2
3
1
0
:
2
6
:
4
5
A
M
SA
V
E
D
:
5
/
9
/
2
0
2
3
1
0
:
2
6
:
2
6
A
M
US
E
R
:
C
H
R
I
S
T
O
P
H
E
R
S
T
R
O
M
FI
L
E
:
R
:
\
P
R
O
J
E
C
T
S
\
8
1
1
7
-
G
L
E
N
S
F
A
L
L
S
N
A
T
I
O
N
A
L
B
A
N
K
U
P
P
E
R
G
L
E
N
S
T
R
E
N
O
\
_
C
A
D
\
8
1
1
7
-
M
1
0
0
.
D
W
G
KEYED NOTES
TERMINATE THE GEOTHERMAL PIPING WITHIN THE GRASS AREA OUTSIDE THE
BOUNDS OF THE PARKING LOT AND DRIVE-WAY, COORDINATE EXACT LOCATION
WITH FIELD CONDITIONS AND OWNER'S REPRESENTATIVE. PRESSURE TEST THE
GEOTHERMAL PIPING PRIOR TO TERMINATING PIPE ENDS. TERMINATE
GEOTHERMAL PIPING ABOVE GRADE AND FUSE A CAP ON THE END OF THE PIPING
TO PREVENT DIRT/DEBRIS/ETC. FROM ENTERING THE SYSTEM. PAINT THE
EXPOSED GEOTHERMAL PIPING SAFETY ORANGE. PROVIDE TAG FIXED TO EACH
PIPE TERMINATED ABOVE GROUND WITH THE LOOP THAT THE PIPE SERVES ("A" OR
"B"). SUBMIT SCALED SHOP DRAWINGS SHOWING THE LOCATION OF FINAL PIPING
LOCATIONS, WITH DIMENSIONS FROM LANDMARKS.
PROVIDE UNDERGROUND TRACER WIRE ABOVE EACH GEOTHERMAL PIPE HEADER
FROM THE LAST BORE HOLE IN EACH GEOTHERMAL LOOP TO THE TEMPORARY
TERMINATION LOCATION SHOWN. SAFE OFF WIRING FOR FUTURE CONTINUATION
INTO THE BUILDING MECHANICAL ROOM.
PIPING ORIENTATION SHOWN IS DIAGRAMMATIC, REFER TO GEOTHERMAL DETAILS
FOR ADDITIONAL INFORMATION.
1
2
3
NOTE: THE INTENT IS TO PROVIDE ALL WORK REQUIRED IN THE PARKING LOT AREA INCLUDING BUT NOT LIMITED TO: REMOVING THE
PARKING LOT PAVEMENT AND GRADING BELOW, DRILLING THE BORE HOLES, PROVIDING THE VERTICAL GEOTHERMAL HEAT
EXCHANGERS, PROVIDING THE HORIZONTAL UNDERGROUND GEOTHERMAL PIPING, PRESSURE TESTING THE GEOTHERMAL PIPING,
TERMINATING THE PIPING IN AN ACCESSIBLE LOCATION NOT WITHIN THE PARKING LOT, AND PROVIDE A NEW PAVED PARKING LOT.
MECHANICAL LINE TYPES
LINE TYPES & ABBREVIATIONS DESCRIPTION
GLYCOL GEOTHERMAL WATER SUPPLY PIPING
(SIZE AS INDICATED)
GLYCOL GEOTHERMAL WATER RETURN PIPING
(SIZE AS INDICATED)
2" GWS
2" GWR
MECHANICAL SYMBOLS LEGEND
VALVES AND PIPING ACCESSORIES
DIRECTION OF FLUID FLOW
PIPE DOWN
PIPE UP
PIPE CONCENTRIC REDUCER
6"±6"±
MINIMUM 1'-0"
RESTORE TO EXISTING CONDITION
OR AS DIRECTED BY THE OWNER AND ENGINEER
UNDISTURBED MATERIAL
SEPARATION
BACKFILL WITH
SUITABLE MATERIAL
PIPE ZONE FINE BACKFILL
1/2" O.D. ± 1'-0" MIN.
PIPE ZONE BEDDING
1/2" O.D. ± 8"
5'-0" MIN FOR
ALL PIPING
GWR MAINS GWS MAINS
SLOPE TRENCH
AS REQUIRED
TRACER WIRE (TYP)
PROVIDE 4" OF EXTRUDED
POLYSTYRENE RIGID FOAM
INSULATION (R-20) AT UTILITIES
CROSSINGS, EXTEND 5'-0" BEYOND ON
BOTH SIDES OF CROSSED UTILITIES
6" Ø BORE HOLE GROUTED WITH
1.6 BTU/HR-FT-°F THERMALLY ENHANCED GROUT
1-1/4" SDR 11 HDPE PIPING WITH
A 1/8" SHANK SPACING
TRANSITION FROM SAND / SILT / CLAY
TO LIMESTONE APPROXIMATELY
80' BELOW GROUND LEVEL,
VERIFY DEPTH IN FIELD AND EXTEND
BORE CASING AS NECESSARY TO
DEPTH OF TRANSITION
UNDISTURBED SAND / SILT / CLAY
LIMESTONE
GROUND SURFACE LEVEL PARKING LOT
ALL PIPE BENDS GREATER THAN
MINIMUM BEND RADIUS PUBLISHED
BY APPROVED PIPE MANUFACTURER
EXCAVATION LEVEL
BACK FILLED WITH MATERIAL
AS REQUIRED FOR THE
PARKING LOT ABOVE
HORIZONTAL PIPE RUN MINIMUM 5'-0"
BELOW GROUND LEVEL SEE TRENCH
DETAIL FOR ADDITIONAL INFORMATION
PRE-MANUFACTURED MOLDED
GEOTHERMAL LOOP U-BEND
BOTTOM OF BOREHOLE
450' BELOW SURFACE LEVEL
STEEL BORE CASING
A2203
2023-03-17
AS NOTED
GEOTHERMAL
WELL PACKAGE
2023-05-10
THIS DOCUMENT CONTAINS COPYRIGHTED MATERIAL
BELONGING TO OLDENQUIST DESIGN. UNAUTHORIZED
USE, DISSEMINATION, OR DUPLICATION OF THESE
DRAWINGS MAY RESULT IN LIABILITY UNDER
APPLICABLE LAWS.
Glens Falls
National Bank
696 Upper Glens St.
Queensbury, NY
Oldenquist
Design
ARCHITECTURE AND PLANNING
M601
DE
T
A
I
L
S
PL
O
T
T
E
D
:
5
/
9
/
2
0
2
3
1
0
:
2
6
:
4
8
A
M
SA
V
E
D
:
5
/
9
/
2
0
2
3
1
0
:
2
4
:
4
6
A
M
US
E
R
:
C
H
R
I
S
T
O
P
H
E
R
S
T
R
O
M
FI
L
E
:
R
:
\
P
R
O
J
E
C
T
S
\
8
1
1
7
-
G
L
E
N
S
F
A
L
L
S
N
A
T
I
O
N
A
L
B
A
N
K
U
P
P
E
R
G
L
E
N
S
T
R
E
N
O
\
_
C
A
D
\
8
1
1
7
-
M
6
0
1
.
D
W
G
GEOTHERMAL PIPING TRENCH DETAIL
SCALE: NOT TO SCALE1
GEOTHERMAL BORE DIAGRAM
SCALE: NOT TO SCALE2
Thermal Conductivity Report - 2/23/2023
Ground Loop Design
Thermal Conductivity (Btu/(h*ft*°F)) :
Average Heat Flux (W/ft) :
Test Duration (hr) :
2.37
17.9
Calculation Results
Borehole Input Parameters
Borehole Diameter (in) :
Pipe Size:
Grout Thermal Conductivity (Btu/(h*ft*°F)) :
Drilling Method :
Drilling Time (hr) :
Undisturbed Ground Temperature (°F) :
Depth (ft) :
(Measured @ 200 feet)
Thermal Diffusivity (est.) (ft^2/day) :1.27
Diffusivity Input Parameters
Moisture (0-100) (%) :10
Soil/Rock Specific Heat - Dry (Btu/(°F*lbm)) :0.220
Soil/Rock Density - Dry (lb/ft^3) :160.0
Calculation Interval :
Average Flow Rate (gpm) :
Flow Rate Input Parameters
TC Unit Model Name GeoCube Extended
BH Thermal Resist (BTR) (h*ft*°F/Btu) :0.22
8.34
48
22.0 - 48.0 Hours
51.3
460.0
6.00
1 1/4 in. (32 mm)
1.60
Standard
5.0
1 / 6
Recommend using 2.0 TC for
design due to potentially
unsustainable groundwater
impacts that may be seasonal
or blinded off by grout during
full borefield installation.
Drill Date:
TC Test Date(s):
Client:
Project Name:
Testing Conducted By:
Aztech Geothermal, LLC
John Ciovacco, CGD
jciovacco@aztechgeo.com
(518) 309-2000
*OHQV)DOOV1DWLRQDO%DQN
6QQFS(MFO4USFFU
2VFFOTCVSZ
/:
)ULHGPDQ)LVKHU$VVRFLDWHV3&
$YLDWLRQ5RDG
$OEDQ\, NY 12
Driller:
3PTJDL8FMM%SJMMJOH
'DYH5RVLFN
URVLFNGULOOLQJ#\DKRRFRP
to
GLDTM
Temperature vs Time
Power vs Time
Average Power 8214.8 Watts
2 / 6
Temperature vs ln(Time)
Average Flow Rate 8.34
Flow Rate vs Time
Calculation Interval :22.0 - 48.0 Hours
Slope :2.05
3 / 6
Data Quality
Temperature :
Flow Rate :
Slope Stability :
Pass
PassPower Standard Deviation :Pass
Water Flow Test :
Pass
Pass
Threshold
5.00 %
5.00 %1.50 %
25.00 %
20.00 %
Power Variation :Pass 10.00 %
Threshold
Comments
Comments
4 / 6
Borehole was stopped at ~470 feet due to excessive ground water in the formation.:
5 / 6
Thermal Conductivity Test Overview
The thermal conductivity, or thermal response, test is a way to determine ground thermal properties that are
critical for ground source heat pump system design. The test is performed by injecting a known and constant
heat power into a borehole heat exchanger and then measuring the temperature response. A competent test
can provide the undisturbed formation ground temperature, the calculated thermal conductivity, the calculated
borehole thermal resistance and an estimate of the thermal diffusivity. These values, critical for the optimal
design of a geothermal system, can be used in a geothermal design program to design an optimized, cost
effective system.
Test Procedure Recommendations
The American Society of Heating, Refrigeration and Air-Conditioning Engineers (ASHRAE) offers a set of
procedural recommendations for in-situ thermal conductivity/thermal response tests. These can be found in
the ASHRAE 2007 HVAC Applications Handbook. Several of the key recommended procedures are as
follows:
A) Time between test bore installation and start of TC test: A 5 day minimum wait time is recommended.
B) Undisturbed ground temperature measurement: The undisturbed ground temperature should be recorded
prior to test start up.
C)Test Duration: Test duration typically should be for 48 hours or longer.
D) Power Quality: The power standard deviation should be equal to or less than 1.5% of the average power
and the maximum power variation should be less than 10% of the average power. The average heat flux
should fall within the 15 W/ft to 25 W/ft range to best simulate the expected peak loads in the borehole.
Thermal Diffusivity Estimation
Thermal Diffusivity may be estimated from a combination of the calculated thermal conductivity value (which
is directly related to the diffusivity) in conjunction with estimates of the specific heat, density and moisture
content of the test bore. The thermal diffusivity reflects the rate of conductive heat transfer in the soil and
helps determine the impact of neighboring borehole interactions on the final geothermal loopfield design.
Thermal Conductivity Calculation
Because thermal conductivity cannot be measured directly, The Ground Loop Design Thermal Conductivity
Module uses the line source heat transfer model to calculate the required results. The line source model,
which assumes an infinitely thin heat source in a homogeneous medium, is very broadly-referenced in the
published literature and is considered to be the standard analysis methodology. To analyze test data, the
average temperature of the water entering and exiting the heat exchanger is plotted versus the natural log of
time. Using regression analysis, a best-fit line is plotted to match the empirical data and the slope of the line
is used to calculate the thermal conductivity of the formation. Typically, the data analysis procedure may be
repeated several times for several different time intervals to ensure the closest fit between the empirical data
and the derived best-fit line. In addition, approximately the first 10 hours of temperature data are not included
in the analysis so as to ensure that the conductivity value is determined from steady state rather than
transient heat conduction processes.
6 / 6
Undisturbed Ground Temperature Determination
The undisturbed ground temperature is the constant temperature of the formation. This temperature is
measured before starting the active thermal conductivity test by logging the first 10 minutes of data prior to
turning on the heating elements of the GeoCube. In addition, prior to beginning the test Aztech Geothermal
use a temperature probe on a long measuring tape to get a Temperature Profile (see chart below).
If the TC test is initiated too soon after the installation of the test bore, the undisturbed ground temperature
may be inaccurate. In general, it is recommended that the testing company waits a minimum of 3-5 days
after installing the borehole before initiating the test so as to ensure that the ground has returned to its
native and undisturbed temperature state.
Borehole Thermal Resistance Calculation
The borehole thermal resistance cannot be measured directly but can be calculated from the recorded in-situ
measurements. After determining the thermal conductivity, the resultant value can be used in the line-source
equation to calculate the borehole thermal resistance. Note that the calculated borehole thermal resistance is
representative of the entire test bore configuration including the pipe type, pipe spacing, grout resistance and
borehole diameter, etc. The empirically derived borehole thermal resistance may be entered into a design
program such as Ground Loop Design for final loopfield design assuming the parameters for the boreholes in
the final installation are equivalent to those in the test bore. Details pertaining to the general equation used
for the calculation can be found in the research literature (Mattison, et al., 2007 for example).
REPORT of LIMITED ASBESTOS
and HAZARDOUS MATERIALS INSPECTION
revised January 8, 2024
Location of Inspection: Glens Falls National Bank
696 Upper Glen Street
Queensbury, New York 12804
Client/Building Owner: Glens Falls National Bank
250 Glen Street
Glens Falls, New York 12801
Alpine Project #: 21-27316-A
Material or Area Inspected: Interior of Entire Building
Asbestos Materials Tested or Assumed:
drywall joint compound (original construction), 9" floor tile, 12"
floor tiles, mastic under carpet, tar/vapor barrier on masonry walls,
fibrous electrical wire insulation.(observed and assumed
asbestos), fire doors (assumed present and asbestos)
Non-Asbestos Containing Materials Tested:
drywall and joint compound (2004 construction), plaster layers,
plaster patch/repair, floor leveling compound, mudded pipe fitting
insulation, mudded roof drain leader fitting insulation, mudded roof
drain bowl insulation, ceramic wall tile/ grout/ mortar, ceramic floor
tile/ grout/ mortar, ceramic cove base/ grout/ mortar, 9" floor tile
mastic, 12” floor tile, 12" floor tile mastic, carpet mastic, vinyl cove
bases and mastics, 2'x4' ceiling tiles, block mortar, brick mortar,
stone floor tile mortar and grout, and vinyl wall coverings and
adhesives.
Lead-Based Paint Found: Lead has been detected in paint samples collected from steel
structural members, and plaster walls. Since construction of the
building took place prior to 1978, it is assumed that all painted
components that have not been tested for lead, are presumed to
contain lead in paint. Contractors performing any work in areas
constructed prior to 1978 should be aware that lead paint is
assumed to be present.
December 2021 696 Upper Glen Street
Queensbury, New York
Page 2
438 New Karner Road Albany, New York 12205 Phone: (518) 250-4047
Other Suspect Hazardous/Regulated Materials:
fluorescent light ballasts (assumed to contain PCBs), fluorescent
light tubes (assumed to contain Mercury), thermostats (assumed
to contain Mercury), out of service air conditioning condensers
(assumed to contain oils), batteries in emergency lighting and exit
signs (assumed to contain heavy metals), smoke detectors
(assumed to contain radioactive components), hydraulic oils
(elevator - may to contain PCBs)
Date(s) of Inspection: December 2, 2021, January 14, 2022, August 23, 2022, May 1,
2023, November 2, 2023, December 15, 2023, and December 27,
2023
Date of Initial Report: December 9, 2021
Date of Report Revision: January 8, 2024
Inspection Performed By: Alpine Environmental Services, Inc.
438 New Karner Road
Albany, New York 12205
Phone (518) 250-4047
Inspector(s): Brian Gould AH 95-02582,
Michael Balzano 06-02036
NYS Department of Labor Certified Asbestos Inspector(s)
1.0 Asbestos Inspection:
1.1 Scope and Purpose
This report is intended to document the limited asbestos inspection of the bank building located at
696 Upper Glen Street in Queensbury, New York.
“Asbestos containing materials”, as defined by the United States Environmental Protection Agency
(EPA), is any material containing more than 1% asbestos as determined using the method specified
in Appendix E, Subpart E, 40 CFR Part 763, Section 1, Polarized Light Microscopy. Bulk samples
were collected in accordance with USEPA ASHARA protocols for number and types of samples.
Materials easily crushed or pulverized by hand pressure are considered friable. Materials with a
bituminous or resinous binder that are not easily crushed or pulverized by hand pressure are
considered Non-friable Organically Bound (NOB). Friable and non-friable materials, excluding
organically bound materials were analyzed using Polarized Light Microscopy (PLM). Non-Friable
Organically Bound samples were analyzed using Transmission Electron Microscopy (TEM). All
samples were analyzed by EMSL Analytical (ELAP 11506: Manhattan Lab, ELAP 12145: East
Syracuse Lab, ELAP 11469: Carle Place Lab, ELAP 11506: Long Island City Lab)
1.2 Description
The building inspected for the survey is a two story structure of masonry and steel construction with
no basement. This building was built in or about 1963.
Wall and ceiling materials observed consist of: plaster, and drywall. Ceiling materials observed
consist of: 2'x4' ceiling tiles. Floor materials observed include: carpet, 12" floor tile, and 9" floor tile.
December 2021 696 Upper Glen Street
Queensbury, New York
Page 3
438 New Karner Road Albany, New York 12205 Phone: (518) 250-4047
1.3 Limitation
This inspection addresses only areas and materials at the interior of the building.
Because the building was still occupied at the time of this inspection, destructive testing was kept
to a minimum. No penetrations were made in existing walls or ceilings to determine the presence
or absence of asbestos containing materials within wall chases or above ceilings.
The electrical system within the building was energized at the time of Alpine Environmental
Services’ site visit. The majority of the wire insulation visible in the building is either the newer vinyl
sheathed type or the metal clad cabling. These types of wire are not considered to be suspect
asbestos containing materials. There was a fibrous wire insulation observed during this inspection.
This wire insulation was not sampled and must be assumed to be asbestos containing.
Quantities of asbestos containing materials were estimated and the user must field verify all
quantities.
Any suspect materials found during demolition/renovation activities that are not listed in this report
should be considered asbestos containing materials until tested and determined otherwise.
1.4 Results of Inspection
Bulk samples were collected throughout the interior of the building. Samples were collected as
prescribed by US EPA ASHARA protocols for the numbers and types of samples. See the sample
results section for all samples collected and the results of analysis.
1.5 Conclusion and Recommendations
The following asbestos containing materials were found during the limited asbestos inspection of
the bank building located at 696 Upper Glen Street in Queensbury, New York:
Table 1: Asbestos Containing Materials Tested or Assumed
Homogeneous
Material
Location Substrate &
Accessibility
Approx.
Quantity
Friability Condition
Walls
Drywall with
Asbestos Joint
Compound
(1A-02), (1A-07
(05012023)),
(1-01, 1-02
(12272023))
Second Floor
Original Drywall
Walls and Ceilings
Walls and
Ceilings ~1,885 sf Friable Good
Floors
9" Floor Tiles
(9-01, 9-02)
First Floor
On Concrete:
Much Under
Other Tile
~155 sf Non-Friable Good
Second Floor
On Concrete:
Much Under
Carpet
~645 sf Non-Friable Good
12" Floor Tiles
(10-01, 10-02) First Floor
On Concrete:
Much Under
Carpet
~2,205 sf Non-Friable Good
December 2021 696 Upper Glen Street
Queensbury, New York
Page 4
438 New Karner Road Albany, New York 12205 Phone: (518) 250-4047
Table 1 continued: Asbestos Containing Materials Tested or Assumed
Homogeneous
Material
Location Substrate &
Accessibility
Approx.
Quantity
Friability Condition
Floors continued
Mastic Under
Carpet
(4-01, 4-02)
(12272023)
Second Floor:
Room 218, Office
adjacent SW Stairs
On Concrete 235 sf Non-Friable Good
Miscellaneous
Fibrous Electrical
Wire Insulation
(Observed and
Assumed
Asbestos)
Presumed
Throughout the
Building
Unknown Friable Good
Fire Doors
(Assumed
Present and
Asbestos)
Mechanical Rooms In Door
Frames ~ 2 Doors Friable Good
Tar/Vapor Barrier
on Interior
Surfaces of
Exterior Masonry
Walls
(8/23/2022)
(22-01, 22-02)
First Floor
On Interior
Surfaces of
Exterior
Masonry
Walls, Behind
Plaster/
Drywall
~ 2,200 sf Non-Friable Good
Second Floor ~ 2,200 sf Non-Friable Good
Please note these quantities are only estimates and the user should field verify all quantities.
The following materials were sampled by Alpine Environmental Services and determined not to
contain asbestos.
Table 2: Non-Asbestos Containing Materials Tested
Non-Asbestos
Material Locations Sample #’s
HVAC
Mudded Pipe Fitting
Insulation First Floor; Rear Stairwell 4-01, 4-02, 4-03
Vibration Dampener First Floor Mechanical Room 24-01, 24-02
(05012023)
Walls
Drywall and Joint
Compound
Walls Constructed During 2004 Renovation
First Floor: Waiting Area 104-Exterior Wall
Waiting Area 104 - South Interior Wall,
Vault Vestibule (119),
Second Floor: Elevator Lobby,
United Way Office West Wall at Window,
Meeting Room 214 – North Wall,
Corridor 207 Wall across from Storage 209/
Men’s Room Vestibule 211 - North Wall
1-01, 1-02, 1A-01,
1A-03, 1A-04, 1A-05,
(5/1/2023)
1A-03, 1A-04, 1A-05, 1A-06
1-03 (12272023))
December 2021 696 Upper Glen Street
Queensbury, New York
Page 5
438 New Karner Road Albany, New York 12205 Phone: (518) 250-4047
Table 2 continued: Non-Asbestos Containing Materials Tested
Non-Asbestos
Material Locations Sample #’s
Walls Continued
Plaster Layers, and
Patch/Repair
First Floor: Vestibule Wall
Second Floor:
Retainer/Storage, Front Stairwell
2A-01, 2A-02, 2A-03,
2A-04, 2A-05, 2A-06,
2B-01, 2B-02, 2B-03,
2B-04, 2B-05, 2B-06,
2C-01, 2C-02, 2C-03,
2C-04, 2C-05
Ceramic Wall Tile,
Grout, and Mortar Second Floor: Northwest Bathrooms
(12152023): 01-01, 01-02,
02-01, 02-02, 03-01,
03-02
Floors
9" Floor Tile Mastic
Rear Stairwell Landing,
Second Floor:
Storage/Vestibule at Men's Room
9M-01, 9M-02
12" Floor Tile Mastics First Floor: Main Lobby - Under Carpet
Center Coupon Booth 10M-01, 10M-02 black)
Carpet Mastic 1st Floor: North Central Room, Office 106
2nd Floor: United Way Office Lobby 12-01, 12-02, 12-03
12” Floor Tile and
Mastic
First Floor: Center Coupon Booth,
Teller Area Office
(Top Layers)
Second Floor Bank Employee Lounge
11-01, 11-02, 11M-01,
11M-02 (yellow)
20-01, 20-02, 20M-01,
20M-02
(8/23/2022)
1-01, 1-02 (11022023),
2-01, 2-02, 3-01, 3-02
(12272023)
Floor Leveling
Compound First Floor: Main Lobby Under Carpet 3-01, 3-02
Ceramic Floor Tile,
Grout, Mortar
Second Floor: Retainer/Storage Bathroom,
Second Floor: Northwest Bathrooms
7-01, 7-02, 7G-01, 7G-02,
7M-01, 7M-02
(12152023): 04-01, 04-02,
05-01, 05-02, 06-01,
06-02
Ceramic Cove Base,
Grout, Mortar Second Floor: Retainer/Storage Bathroom 8-01, 8-02, 8G-01, 8G-02,
8M-01, 8M-02
Stone Floor Tile
Mortar and Grout First Floor Vestibule 18-01, 18-02, 19-01,
19-02
Sheet Vinyl
(Linoleum), and
Mastic
First Floor: Custodial Room 123 23-01, 23-02, 23M-01,
23M-02 (5/1/2023)
Ceilings
2'x4' Ceiling Tile Second Floor:
Front Stairwell, Elevator Lobby 15-01, 15-02
Miscellaneous
Mudded Pipe Fitting
Insulation on Roof
Drain Leader
Second Floor Front Stairwell 5-01, 5-02, 5-03
Mudded Insulation on
Roof Drain Bowl Second Floor Front Stairwell 6-01, 6-02, 6-03
December 2021 696 Upper Glen Street
Queensbury, New York
Page 6
438 New Karner Road Albany, New York 12205 Phone: (518) 250-4047
Table 2 continued: Non-Asbestos Containing Materials Tested
Non-Asbestos
Material Locations Sample #’s
Miscellaneous Continued
Cove Bases and
Mastics
First Floor; Rear Stairwell,
Second Floor:
Storage/Vestibule at Men's Room
13-01, 13-02, 13M-01,
13M-02, 14-01, 14-02,
14M-01, 14M-02
Block Mortar 1st Floor: Teller Area South Wall at
Office 16-01, 16-02
Brick Mortar 1st Floor: Mechanical Room at
Chimney 17-01, 17-02
Vinyl Wall Covering
and Adhesive
1st Floor: Teller Area South Wall (2
Layers)
2nd Floor: Stairwell West Wall
21-01, 21A-01, 21-02,
21A-02, 21-03, 21A-03
Any materials not sampled during this inspection should be considered suspect unless sampled
and determined to be non-asbestos. All asbestos containing materials must be abated prior to the
demolition/renovation of any part of the structure unless performed under a variance issued by the
NYS Department of Labor. Disturbance/Abatement of any asbestos containing materials, as well
as necessary air monitoring, must be performed by a NYS DOL licensed contractor, in accordance
with state and federal regulations (NYS DOL ICR 56 and US EPA 40 CFR).
2.0 Lead-Based Paint Inspection
2.1 Description
Alpine analyzed representative paint samples from the building. Surfaces tested include; steel
beams, and plaster walls.
The U.S. Housing and Urban Development (HUD) Guidelines for the Evaluation and Control of
Lead-Based Paint in Housing (2012 Revision) define lead-based paint as having a lead content of
0.5% by weight as measured by atomic absorption spectrometry (AAS). However, OSHA considers
paint with any detectable amount of lead to be lead-based paint. Alpine Environmental Services,
Inc. has concluded through AAS analysis that lead above detectable limits was found in several of
the areas tested.
Table 3: Paint Chip Sample Results (AAS)
Sample
# Location
Lead
Concentration
(% by weight)
OSHA Lead
Based Paint?
01 First Floor: Teller Area
On Structural Beam Above Ceiling 63 % Yes
02 First Floor: Rear Stair
on Plaster Wall 0.013% Yes
03 Second Floor: Rear Hall
on Plaster Wall 0.091% Yes
04 Second Floor: retention Room
At Window 0.089% Yes
December 2021 696 Upper Glen Street
Queensbury, New York
Page 7
438 New Karner Road Albany, New York 12205 Phone: (518) 250-4047
2.2 Recommendations:
Although Alpine collected representative paint chip samples throughout the building, if there is an
area that was not represented, the area should be considered lead-based paint unless proven
otherwise.
OSHA requires that the employer conduct an initial exposure assessment when working with lead
paint (29CFR1926.62). Until the employer performs an employee exposure assessment as
required by OSHA, the employer shall provide to the employees the following; appropriate
respiratory protection, personal protective clothing and equipment, change areas, hand washing
facilities, biological monitoring and training.
3.0 PCB and Mercury Inspection:
3.1 Scope and Purpose
An inspection was performed of the subject structure for possible PCB and mercury containing
items. This inspection did not include the sampling of any electrical components for PCBs. No
claims can be made as to confirm the presence or absence of PCBs in electrical components,
although, professional judgment has been used in identifying potential PCB containing materials.
“PCBs”, or Polychlorinated Biphenyls contaminated material, as defined by the United States
Environmental Protection Agency (EPA), is any material containing greater than 50ppm by weight
of PCBs. It is often less expensive to assume materials contain PCBs than to test for the substance.
3.2 Conclusion
Polychlorinated Biphenyls (PCBs)
Polychlorinated biphenyl (PCB) oils were commonly used as thermal insulating fluids in electrical
and hydraulic equipment prior to a (approximately) 1977 manufacture date. Transformers, electrical
ballasts, and hydraulic elevators are common places where PCB containing oils were used.
The elevator in the building was installed in 2004 and the hydraulic oils used should not contain
PCB.
Polychlorinated Biphenyls (PCBs) may be present in the caulk used in windows, doorframes,
masonry columns, and other masonry building materials in many buildings built or renovated
between 1950 and 1978. Caulk was not sampled for PCB analysis as part of this inspection.
The subject structure possessed numerous fluorescent lighting fixtures in all areas, each fixture
has been assumed to contain at least one ballast. With the exception of ballasts containing a label
stating “no PCBs” and newer ballasts manufactured after 1978, ballasts are assumed to contain
PCB’s. During demolition/renovation, suspect PCB containing ballasts should be separated,
drummed, and transported to a qualified waste center if they are not to be reused.
Any disturbance or disposal of PCB containing materials should include appropriate handling and
disposal procedures as required by the New York State Department of Environmental Conservation
and the United States Environmental Protection Agency.
Mercury
Each of the fluorescent light fixtures contained from one to four fluorescent light bulbs. These
bulbs usually contain mercury compounds and must be separated from the general construction
debris during demolition/renovations. The typical means of disposal for the tubes is to isolate the
tubes and transport the intact tubes to a recycling facility. For the purposes of this inspection, all
fluorescent light bulbs, including the compact fluorescent bulbs, were assumed to contain mercury.
December 2021 696 Upper Glen Street
Queensbury, New York
Page 8
438 New Karner Road Albany, New York 12205 Phone: (518) 250-4047
Several thermostats were observed within this building. Many of these thermostats were observed
to contain elemental mercury and must be separated from the general construction debris during
demolition/renovations.
Disposal of any mercury containing items should include appropriate handling and disposal
procedures as required by the New York State Department of Environmental Conservation and the
United States Environmental Protection Agency.
4.0 Other Hazardous/Regulated Materials
4.1 Refrigerant
There is one (1) decommissioned air conditioner condensing unit in the first-floor mechanical room.
Due to the condition of the piping associated with the compressor, it appears the refrigerant had
been captured when the unit was decommissioned. It is likely oil remains within the compressor
that potentially contains PCBs based on the age of the compressor. Any other air conditioning units,
portable air conditioners, water fountains, and refrigerators within the building may contain
refrigerant(s). A refrigerant professional must be contracted prior to decommissioning refrigerant
containing components in order to evacuate regulated substances prior to disposal.
4.2 Smoke Detectors
Ionization smoke detectors contain radioactive components. Smoke detectors must be separated
from the general waste stream and transported to a recycling facility.
4.3 Batteries
Batteries in smoke detectors, emergency lighting, exit signs/lighting, etc. may contain heavy metals.
Batteries must be separated from the general waste stream and transported to a recycling facility.
If Alpine Environmental Services can be of further assistance on this matter, please contact Craig
Petreikis at either (518) 250-4047 ext. 313 or craigp@alpineenv.com.
Sincerely,
Alpine Environmental Services, Inc.
Brian Gould
NYS Dept. of Labor Asbestos Inspector
Enclosures: Results, NYSDOL Handling License(s), NYSDOL Handling Certificate(s), NYSDOH
ELAP License(s)
EMSL Analytical, Inc.
307 West 38th Street New York, NY 10018
Tel/Fax: (212) 290-0051 / (212) 290-0058
http://www.EMSL.com / manhattanlab@emsl.com
032121990EMSL Order:
Customer ID: ALPI50
Customer PO:
Project ID:
Attention:Phone:Alpine Environmental Services (518) 250-4047
Fax:438 New Karner Road
Received Date:Albany, NY 12205 12/03/2021 11:45 AM
Analysis Date:12/06/2021 - 12/07/2021
Collected Date:12/02/2021
Project:21-27316-A/ 696 UPPER GLEN STREET / QUEENSBURY, NY
Test Report:Asbestos Analysis of Bulk Material
Test Color
Analyzed
Date Fibrous Non-Fibrous Asbestos
Non-Asbestos
Sample ID 1-01 Description SECOND FLOOR ELEVATOR LOBBY - DRYWALL
032121990-0001 Homogeneity Homogeneous
PLM NYS 198.1 Friable Brown/ Beige None Detected12/06/2021 15.00%
4.00%
Cellulose
Glass
55.00%
26.00%
Gypsum
Non-fibrous (other)
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Not Analyzed
TEM NYS 198.4 NOB Not Analyzed
Sample ID 1-02 Description SECOND FLOOR ELEVATOR LOBBY - DRYWALL
032121990-0002 Homogeneity Homogeneous
PLM NYS 198.1 Friable Gray None Detected12/07/2021 10.00%
3.00%
Cellulose
Glass
60.00%
27.00%
Gypsum
Non-fibrous (other)
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Not Analyzed
TEM NYS 198.4 NOB Not Analyzed
Sample ID 1A-01 Description SECOND FLOOR ELEVATOR LOBBY - JOINT COMPOUND
032121990-0003 Homogeneity Homogeneous
PLM NYS 198.1 Friable White None Detected12/06/2021 55.00%
7.00%
38.00%
Ca Carbonate
Mica
Non-fibrous (other)
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Not Analyzed
TEM NYS 198.4 NOB Not Analyzed
Sample ID 1A-02 Description SECOND FLOOR CORRIDOR 207 - JOINT COMPOUND
032121990-0004 Homogeneity Homogeneous
PLM NYS 198.1 Friable Tan12/07/2021 None 45.00%
6.00%
46.80%
Ca Carbonate
Mica
Non-fibrous (other)
2.20%Chrysotile
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Not Analyzed
TEM NYS 198.4 NOB Not Analyzed
Initial report from: 12/07/2021 14:37:00
Page 1 of 10ASB_198x_0009_0001 Printed 12/7/2021 2:37:06PM
EMSL Analytical, Inc.
307 West 38th Street New York, NY 10018
Tel/Fax: (212) 290-0051 / (212) 290-0058
http://www.EMSL.com / manhattanlab@emsl.com
032121990EMSL Order:
Customer ID: ALPI50
Customer PO:
Project ID:
Test Report:Asbestos Analysis of Bulk Material
Test Color
Analyzed
Date Fibrous Non-Fibrous Asbestos
Non-Asbestos
Sample ID 2A-01 Description SECOND FLOOR RETAINER / STORAGE 221 - PLASTR SUBSTRATE (SOFT GRAY/
BEIGE)
032121990-0005 Homogeneity Homogeneous
PLM NYS 198.1 Friable Brown None Detected12/06/2021 2.00% Cellulose 20.00%
6.00%
12.00%
10.00%
50.00%
Ca Carbonate
Mica
Non-fibrous (other)
Perlite
Quartz
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Not Analyzed
TEM NYS 198.4 NOB Not Analyzed
Sample ID 2A-02 Description SECOND FLOOR RETAINER / STORAGE 221 - PLASTR SUBSTRATE (SOFT GRAY/
BEIGE)
032121990-0006 Homogeneity Homogeneous
PLM NYS 198.1 Friable Brown None Detected12/06/2021 4.00% Cellulose 25.00%
6.00%
10.00%
10.00%
45.00%
Ca Carbonate
Mica
Non-fibrous (other)
Perlite
Quartz
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Not Analyzed
TEM NYS 198.4 NOB Not Analyzed
Sample ID 2A-03 Description SECOND FLOOR RETAINER / STORAGE 221 - PLASTR SUBSTRATE (SOFT GRAY/
BEIGE)
032121990-0007 Homogeneity Homogeneous
PLM NYS 198.1 Friable Brown None Detected12/06/2021 3.00% Cellulose 25.00%
6.00%
11.00%
10.00%
45.00%
Ca Carbonate
Mica
Non-fibrous (other)
Perlite
Quartz
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Not Analyzed
TEM NYS 198.4 NOB Not Analyzed
Sample ID 2A-04 Description SECOND FLOOR RETAINER / STORAGE 221 - PLASTR SUBSTRATE (SOFT GRAY/
BEIGE)
032121990-0008 Homogeneity Homogeneous
PLM NYS 198.1 Friable Gray None Detected12/07/2021 25.00%
4.00%
26.00%
45.00%
Ca Carbonate
Mica
Non-fibrous (other)
Quartz
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Not Analyzed
TEM NYS 198.4 NOB Not Analyzed
Initial report from: 12/07/2021 14:37:00
Page 2 of 10ASB_198x_0009_0001 Printed 12/7/2021 2:37:06PM
EMSL Analytical, Inc.
307 West 38th Street New York, NY 10018
Tel/Fax: (212) 290-0051 / (212) 290-0058
http://www.EMSL.com / manhattanlab@emsl.com
032121990EMSL Order:
Customer ID: ALPI50
Customer PO:
Project ID:
Test Report:Asbestos Analysis of Bulk Material
Test Color
Analyzed
Date Fibrous Non-Fibrous Asbestos
Non-Asbestos
Sample ID 2A-05 Description SECOND FLOOR RETAINER / STORAGE 221 - PLASTR SUBSTRATE (SOFT GRAY/
BEIGE)
032121990-0009 Homogeneity Homogeneous
PLM NYS 198.1 Friable Gray None Detected12/07/2021 2.00%Cellulose 25.00%
4.00%
24.00%
45.00%
Ca Carbonate
Mica
Non-fibrous (other)
Quartz
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Not Analyzed
TEM NYS 198.4 NOB Not Analyzed
Sample ID 2B-01 Description SECOND FLOOR RETAINER / STORAGE 221 - PLASTER SKIM COAT
032121990-0010 Homogeneity Homogeneous
PLM NYS 198.1 Friable White None Detected12/06/2021 45.00%
25.00%
30.00%
Ca Carbonate
Non-fibrous (other)
Quartz
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Not Analyzed
TEM NYS 198.4 NOB Not Analyzed
Sample ID 2B-02 Description SECOND FLOOR FRONT STAIRWAY - PLASTER SKIM COAT
032121990-0011 Homogeneity Homogeneous
PLM NYS 198.1 Friable White None Detected12/06/2021 30.00%
50.00%
20.00%
Ca Carbonate
Non-fibrous (other)
Quartz
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Not Analyzed
TEM NYS 198.4 NOB Not Analyzed
Sample ID 2B-03 Description SECOND FLOOR FRONT STAIRWAY - PLASTER SKIM COAT
032121990-0012 Homogeneity Homogeneous
PLM NYS 198.1 Friable White None Detected12/06/2021 30.00%
50.00%
20.00%
Ca Carbonate
Non-fibrous (other)
Quartz
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Not Analyzed
TEM NYS 198.4 NOB Not Analyzed
Sample ID 2B-04 Description SECOND FLOOR FRONT STAIRWAY - PLASTER SKIM COAT
032121990-0013 Homogeneity Homogeneous
PLM NYS 198.1 Friable White None Detected12/07/2021 45.00%
55.00%
Ca Carbonate
Non-fibrous (other)
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Not Analyzed
TEM NYS 198.4 NOB Not Analyzed
Initial report from: 12/07/2021 14:37:00
Page 3 of 10ASB_198x_0009_0001 Printed 12/7/2021 2:37:06PM
EMSL Analytical, Inc.
307 West 38th Street New York, NY 10018
Tel/Fax: (212) 290-0051 / (212) 290-0058
http://www.EMSL.com / manhattanlab@emsl.com
032121990EMSL Order:
Customer ID: ALPI50
Customer PO:
Project ID:
Test Report:Asbestos Analysis of Bulk Material
Test Color
Analyzed
Date Fibrous Non-Fibrous Asbestos
Non-Asbestos
Sample ID 2B-05 Description SECOND FLOOR FRONT STAIRWAY - PLASTER SKIM COAT
032121990-0014 Homogeneity Homogeneous
PLM NYS 198.1 Friable White None Detected12/07/2021 50.00%
50.00%
Ca Carbonate
Non-fibrous (other)
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Not Analyzed
TEM NYS 198.4 NOB Not Analyzed
Sample ID 2C-01 Description SECOND FLOOR RETAINER / STORAGE 221 - PLASTER PATCH (HARD GRAY)
032121990-0015 Homogeneity Homogeneous
PLM NYS 198.1 Friable Gray None Detected12/06/2021 20.00%
25.00%
55.00%
Ca Carbonate
Non-fibrous (other)
Quartz
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Not Analyzed
TEM NYS 198.4 NOB Not Analyzed
Sample ID 2C-02 Description SECOND FLOOR RETAINER / STORAGE 221 - PLASTER PATCH (HARD GRAY)
032121990-0016 Homogeneity Homogeneous
PLM NYS 198.1 Friable Gray None Detected12/06/2021 30.00%
20.00%
50.00%
Ca Carbonate
Non-fibrous (other)
Quartz
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Not Analyzed
TEM NYS 198.4 NOB Not Analyzed
Sample ID 2C-03 Description SECOND FLOOR RETAINER / STORAGE 221 - PLASTER PATCH (HARD GRAY)
032121990-0017 Homogeneity Homogeneous
PLM NYS 198.1 Friable Gray None Detected12/06/2021 35.00%
20.00%
45.00%
Ca Carbonate
Non-fibrous (other)
Quartz
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Not Analyzed
TEM NYS 198.4 NOB Not Analyzed
Sample ID 2C-04 Description SECOND FLOOR RETAINER / STORAGE 221 - PLASTER PATCH (HARD GRAY)
032121990-0018 Homogeneity Homogeneous
PLM NYS 198.1 Friable Gray None Detected12/07/2021 20.00%
35.00%
45.00%
Ca Carbonate
Non-fibrous (other)
Quartz
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Not Analyzed
TEM NYS 198.4 NOB Not Analyzed
Initial report from: 12/07/2021 14:37:00
Page 4 of 10ASB_198x_0009_0001 Printed 12/7/2021 2:37:06PM
EMSL Analytical, Inc.
307 West 38th Street New York, NY 10018
Tel/Fax: (212) 290-0051 / (212) 290-0058
http://www.EMSL.com / manhattanlab@emsl.com
032121990EMSL Order:
Customer ID: ALPI50
Customer PO:
Project ID:
Test Report:Asbestos Analysis of Bulk Material
Test Color
Analyzed
Date Fibrous Non-Fibrous Asbestos
Non-Asbestos
Sample ID 2C-05 Description SECOND FLOOR RETAINER / STORAGE 221 - PLASTER PATCH (HARD GRAY)
032121990-0019 Homogeneity Homogeneous
PLM NYS 198.1 Friable Gray None Detected12/07/2021 25.00%
35.00%
40.00%
Ca Carbonate
Non-fibrous (other)
Quartz
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Not Analyzed
TEM NYS 198.4 NOB Not Analyzed
Sample ID 3-01 Description FIRST FLOOR MAIN LOBBY UNDER CARPET - FLOOR LEVELER
032121990-0020 Homogeneity Homogeneous
PLM NYS 198.1 Friable White None Detected12/06/2021 3.00%Cellulose 30.00%
32.00%
35.00%
Ca Carbonate
Non-fibrous (other)
Quartz
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Not Analyzed
TEM NYS 198.4 NOB Not Analyzed
Sample ID 3-02 Description FIRST FLOOR MAIN LOBBY UNDER CARPET - FLOOR LEVELER
032121990-0021 Homogeneity Homogeneous
PLM NYS 198.1 Friable White None Detected12/07/2021 35.00%
40.00%
25.00%
Ca Carbonate
Non-fibrous (other)
Quartz
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Not Analyzed
TEM NYS 198.4 NOB Not Analyzed
Sample ID 4-01 Description FIRST FLOOR REAR STAIRWELL ON FIBERGLASS INSULATED HEAT PIPE - PIPE
FITTING INSULATION
032121990-0022 Homogeneity Homogeneous
PLM NYS 198.1 Friable Gray None Detected12/06/2021 30.00% Min. Wool 20.00%
35.00%
15.00%
Ca Carbonate
Non-fibrous (other)
Quartz
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Not Analyzed
TEM NYS 198.4 NOB Not Analyzed
Sample ID 4-02 Description FIRST FLOOR REAR STAIRWELL ON FIBERGLASS INSULATED HEAT PIPE - PIPE
FITTING INSULATION
032121990-0023 Homogeneity Homogeneous
PLM NYS 198.1 Friable Gray None Detected12/06/2021 30.00% Min. Wool 30.00%
25.00%
15.00%
Ca Carbonate
Non-fibrous (other)
Quartz
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Not Analyzed
TEM NYS 198.4 NOB Not Analyzed
Initial report from: 12/07/2021 14:37:00
Page 5 of 10ASB_198x_0009_0001 Printed 12/7/2021 2:37:06PM
EMSL Analytical, Inc.
307 West 38th Street New York, NY 10018
Tel/Fax: (212) 290-0051 / (212) 290-0058
http://www.EMSL.com / manhattanlab@emsl.com
032121990EMSL Order:
Customer ID: ALPI50
Customer PO:
Project ID:
Test Report:Asbestos Analysis of Bulk Material
Test Color
Analyzed
Date Fibrous Non-Fibrous Asbestos
Non-Asbestos
Sample ID 4-03 Description FIRST FLOOR REAR STAIRWELL ON FIBERGLASS INSULATED HEAT PIPE - PIPE
FITTING INSULATION
032121990-0024 Homogeneity Homogeneous
PLM NYS 198.1 Friable Gray None Detected12/07/2021 30.00% Min. Wool 35.00%
25.00%
10.00%
Ca Carbonate
Non-fibrous (other)
Quartz
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Not Analyzed
TEM NYS 198.4 NOB Not Analyzed
Sample ID 5-01 Description SECOND FLOOR FRONT STAIRWELL ON FBGL INSULATED ROOF DRAIN LEADER -
PIPE FITTING INSULATION
032121990-0025 Homogeneity Homogeneous
PLM NYS 198.1 Friable Gray None Detected12/06/2021 35.00% Min. Wool 25.00%
25.00%
15.00%
Ca Carbonate
Non-fibrous (other)
Quartz
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Not Analyzed
TEM NYS 198.4 NOB Not Analyzed
Sample ID 5-02 Description SECOND FLOOR FRONT STAIRWELL ON FBGL INSULATED ROOF DRAIN LEADER -
PIPE FITTING INSULATION
032121990-0026 Homogeneity Homogeneous
PLM NYS 198.1 Friable Gray None Detected12/06/2021 30.00% Min. Wool 30.00%
15.00%
25.00%
Ca Carbonate
Non-fibrous (other)
Quartz
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Not Analyzed
TEM NYS 198.4 NOB Not Analyzed
Sample ID 5-03 Description SECOND FLOOR FRONT STAIRWELL ON FBGL INSULATED ROOF DRAIN LEADER -
PIPE FITTING INSULATION
032121990-0027 Homogeneity Homogeneous
PLM NYS 198.1 Friable Gray None Detected12/07/2021 40.00% Min. Wool 30.00%
20.00%
10.00%
Ca Carbonate
Non-fibrous (other)
Quartz
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Not Analyzed
TEM NYS 198.4 NOB Not Analyzed
Sample ID 6-01 Description SECOND FLOOR FRONT STAIRWELL ON ROOF DRAIN BOWL - MUDDED INSULATION
032121990-0028 Homogeneity Homogeneous
PLM NYS 198.1 Friable Gray None Detected12/06/2021 30.00% Min. Wool 20.00%
15.00%
15.00%
20.00%
Ca Carbonate
Non-fibrous (other)
Perlite
Quartz
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Not Analyzed
TEM NYS 198.4 NOB Not Analyzed
Initial report from: 12/07/2021 14:37:00
Page 6 of 10ASB_198x_0009_0001 Printed 12/7/2021 2:37:06PM
EMSL Analytical, Inc.
307 West 38th Street New York, NY 10018
Tel/Fax: (212) 290-0051 / (212) 290-0058
http://www.EMSL.com / manhattanlab@emsl.com
032121990EMSL Order:
Customer ID: ALPI50
Customer PO:
Project ID:
Test Report:Asbestos Analysis of Bulk Material
Test Color
Analyzed
Date Fibrous Non-Fibrous Asbestos
Non-Asbestos
Sample ID 6-02 Description SECOND FLOOR FRONT STAIRWELL ON ROOF DRAIN BOWL - MUDDED INSULATION
032121990-0029 Homogeneity Homogeneous
PLM NYS 198.1 Friable Gray None Detected12/06/2021 30.00%Min. Wool 25.00%
10.00%
15.00%
20.00%
Ca Carbonate
Non-fibrous (other)
Perlite
Quartz
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Not Analyzed
TEM NYS 198.4 NOB Not Analyzed
Sample ID 6-03 Description SECOND FLOOR FRONT STAIRWELL ON ROOF DRAIN BOWL - MUDDED INSULATION
032121990-0030 Homogeneity Homogeneous
PLM NYS 198.1 Friable Gray None Detected12/07/2021 30.00% Min. Wool 35.00%
30.00%
5.00%
Ca Carbonate
Non-fibrous (other)
Quartz
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Not Analyzed
TEM NYS 198.4 NOB Not Analyzed
Sample ID 7-01 Description SECOND FLOOR RETAINER / STORAGE 221 BATHROOM - CERAMIC FLOOR TILE
032121990-0031 Homogeneity Homogeneous
PLM NYS 198.1 Friable Tan None Detected12/06/2021 50.00%
20.00%
30.00%
Non-fibrous (other)
Perlite
Quartz
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Not Analyzed
TEM NYS 198.4 NOB Not Analyzed
Sample ID 7-02 Description SECOND FLOOR RETAINER / STORAGE 221 BATHROOM - CERAMIC FLOOR TILE
032121990-0032 Homogeneity Homogeneous
PLM NYS 198.1 Friable Tan None Detected12/07/2021 15.00%
75.00%
10.00%
Ca Carbonate
Non-fibrous (other)
Quartz
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Not Analyzed
TEM NYS 198.4 NOB Not Analyzed
Sample ID 7G-01 Description SECOND FLOOR RETAINER / STORAGE 221 BATHROOM - CERAMIC FLOOR TILE
GROUT
032121990-0033 Homogeneity Homogeneous
PLM NYS 198.1 Friable Beige None Detected12/06/2021 55.00%
30.00%
15.00%
Ca Carbonate
Non-fibrous (other)
Quartz
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Not Analyzed
TEM NYS 198.4 NOB Not Analyzed
Initial report from: 12/07/2021 14:37:00
Page 7 of 10ASB_198x_0009_0001 Printed 12/7/2021 2:37:06PM
EMSL Analytical, Inc.
307 West 38th Street New York, NY 10018
Tel/Fax: (212) 290-0051 / (212) 290-0058
http://www.EMSL.com / manhattanlab@emsl.com
032121990EMSL Order:
Customer ID: ALPI50
Customer PO:
Project ID:
Test Report:Asbestos Analysis of Bulk Material
Test Color
Analyzed
Date Fibrous Non-Fibrous Asbestos
Non-Asbestos
Sample ID 7G-02 Description SECOND FLOOR RETAINER / STORAGE 221 BATHROOM - CERAMIC FLOOR TILE
GROUT
032121990-0034 Homogeneity Homogeneous
PLM NYS 198.1 Friable Tan None Detected12/07/2021 60.00%
30.00%
10.00%
Ca Carbonate
Non-fibrous (other)
Quartz
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Not Analyzed
TEM NYS 198.4 NOB Not Analyzed
Sample ID 7M-01 Description SECOND FLOOR RETAINER / STORAGE 221 BATHROOM - CERAMIC FLOOR TILE
MORTAR
032121990-0035 Homogeneity Homogeneous
PLM NYS 198.1 Friable White None Detected12/06/2021 15.00%
25.00%
20.00%
40.00%
Ca Carbonate
Non-fibrous (other)
Perlite
Quartz
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Not Analyzed
TEM NYS 198.4 NOB Not Analyzed
Sample ID 7M-02 Description SECOND FLOOR RETAINER / STORAGE 221 BATHROOM - CERAMIC FLOOR TILE
MORTAR
032121990-0036 Homogeneity Homogeneous
PLM NYS 198.1 Friable Tan None Detected12/07/2021 55.00%
35.00%
10.00%
Ca Carbonate
Non-fibrous (other)
Quartz
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Not Analyzed
TEM NYS 198.4 NOB Not Analyzed
Sample ID 8-01 Description SECOND FLOOR RETAINER / STORAGE 221 BATHROOM - CERAMIC COVEBASE
032121990-0037 Homogeneity Homogeneous
PLM NYS 198.1 Friable White None Detected12/06/2021 45.00%
25.00%
30.00%
Non-fibrous (other)
Perlite
Quartz
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Not Analyzed
TEM NYS 198.4 NOB Not Analyzed
Sample ID 8-02 Description SECOND FLOOR RETAINER / STORAGE 221 BATHROOM - CERAMIC COVEBASE
032121990-0038 Homogeneity Homogeneous
PLM NYS 198.1 Friable White None Detected12/07/2021 15.00%
70.00%
15.00%
Ca Carbonate
Non-fibrous (other)
Quartz
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Not Analyzed
TEM NYS 198.4 NOB Not Analyzed
Initial report from: 12/07/2021 14:37:00
Page 8 of 10ASB_198x_0009_0001 Printed 12/7/2021 2:37:06PM
EMSL Analytical, Inc.
307 West 38th Street New York, NY 10018
Tel/Fax: (212) 290-0051 / (212) 290-0058
http://www.EMSL.com / manhattanlab@emsl.com
032121990EMSL Order:
Customer ID: ALPI50
Customer PO:
Project ID:
Test Report:Asbestos Analysis of Bulk Material
Test Color
Analyzed
Date Fibrous Non-Fibrous Asbestos
Non-Asbestos
Sample ID 8G-01 Description SECOND FLOOR RETAINER / STORAGE 221 BATHROOM - CERAMIC COVEBASE
GROUT
032121990-0039 Homogeneity Homogeneous
PLM NYS 198.1 Friable White None Detected12/06/2021 55.00%
25.00%
20.00%
Ca Carbonate
Non-fibrous (other)
Quartz
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Not Analyzed
TEM NYS 198.4 NOB Not Analyzed
Sample ID 8G-02 Description SECOND FLOOR RETAINER / STORAGE 221 BATHROOM - CERAMIC COVEBASE
GROUT
032121990-0040 Homogeneity Homogeneous
PLM NYS 198.1 Friable Tan None Detected12/07/2021 30.00%
30.00%
40.00%
Ca Carbonate
Non-fibrous (other)
Quartz
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Not Analyzed
TEM NYS 198.4 NOB Not Analyzed
Sample ID 8M-01 Description SECOND FLOOR RETAINER / STORAGE 221 BATHROOM - CERAMIC COVEBASE
MORTAR
032121990-0041 Homogeneity Homogeneous
PLM NYS 198.1 Friable White None Detected12/06/2021 45.00%
20.00%
15.00%
20.00%
Ca Carbonate
Non-fibrous (other)
Perlite
Quartz
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Not Analyzed
TEM NYS 198.4 NOB Not Analyzed
Sample ID 8M-02 Description SECOND FLOOR RETAINER / STORAGE 221 BATHROOM - CERAMIC COVEBASE
MORTAR
032121990-0042 Homogeneity Homogeneous
PLM NYS 198.1 Friable White None Detected12/07/2021 35.00%
50.00%
15.00%
Ca Carbonate
Non-fibrous (other)
Quartz
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Not Analyzed
TEM NYS 198.4 NOB Not Analyzed
Initial report from: 12/07/2021 14:37:00
Page 9 of 10ASB_198x_0009_0001 Printed 12/7/2021 2:37:06PM
EMSL Analytical, Inc.
307 West 38th Street New York, NY 10018
Tel/Fax: (212) 290-0051 / (212) 290-0058
http://www.EMSL.com / manhattanlab@emsl.com
032121990EMSL Order:
Customer ID: ALPI50
Customer PO:
Project ID:
Test Report:Asbestos Analysis of Bulk Material
The samples in this report were submitted to EMSL for analysis by Asbestos Analysis of Bulk Materials via NYS ELAP Approved Methods. The
reference number for these samples is the EMSL Order ID above. Please use this reference number when calling about these samples.
Report Comments:
Sample Receipt Date:
Analysis Completed Date:Analysis Completed Time:
Sample Receipt Time:12/3/2021 11:45 AM
12/6/2021 10:22 AM
Analyst(s):
Angelica Serrano PLM NYS 198.1 Friable (24)Migena Shehu PLM NYS 198.1 Friable (18)
Samples reviewed and approved by:
Charles Johnson, Asbestos Laboratory Manager
or Other Approved Signatory
EMSL maintains liability limited to cost of analysis. Interpretation and use of test results are the responsibility of the client. This report relates only to the samples reported
above, and may not be reproduced, except in full, without written approval by EMSL. EMSL bears no responsibility for sample collection activities or analytical method
limitations. The report reflects the samples as received. Results are generated from the field sampling data (sampling volumes and areas, locations, etc.) provided by the client
on the Chain of Custody. Samples are within quality control criteria and met method specifications unless otherwise noted. Estimation of uncertainty available upon request.
This report is a summary of multiple methods of analysis, fully compliant reports are available upon request. All samples examined for the presence of vermiculite when
analyzed via NYS 198.1. A combination of PLM and TEM analysis may be necessary to ensure consistently reliable detection of asbestos. Polarized-light microscopy is not
consistently reliable in detecting asbestos in floor coverings and similar non-friable organically bound materials. This report must not be used to claim product endorsement by
NVLAP of any agency or the U.S. Government . Quantitative transmission electron microscopy is currently the only method that can be used to determine if this material can
be considered or treated as non-asbestos containing. NOB= Non friable organically bound; N/A= Not applicable VCM= Vermiculite containing material.
Samples analyzed by EMSL Analytical, Inc. New York, NY NYS ELAP 11506, NVLAP Lab Code 101048-9
Initial report from: 12/07/2021 14:37:00
Page 10 of 10ASB_198x_0009_0001 Printed 12/7/2021 2:37:06PM
OrderID: 032121990Page 1 Of 4
OrderID: 032121990Page 2 Of 4
OrderID: 032121990Page 3 Of 4
OrderID: 032121990Page 4 Of 4
EMSL Analytical, Inc.
307 West 38th Street New York, NY 10018
Tel/Fax: (212) 290-0051 / (212) 290-0058
http://www.EMSL.com / manhattanlab@emsl.com
032121988EMSL Order:
Customer ID: ALPI50
Customer PO:
Project ID:
Attention:Phone:Alpine Environmental Services (518) 250-4047
Fax:438 New Karner Road
Received Date:Albany, NY 12205 12/03/2021 11:40 AM
Analysis Date:12/04/2021 - 12/05/2021
Collected Date:12/02/2021
Project:21-27316-A / 696 UPPER GLEN STREET / QUEENSBURY, NY
Test Report:Asbestos Analysis of Bulk Material
Test Color
Analyzed
Date Fibrous Non-Fibrous Asbestos
Non-Asbestos
Sample ID 9M-01 Description REAR STAIRWELL LANDING - 9" FLOOR TILE MASTIC
032121988-0001 Homogeneity Heterogeneous
PLM NYS 198.1 Friable Not Analyzed
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Black Inconclusive: None Detected12/04/2021 100.00%Other
TEM NYS 198.4 NOB Black None Detected12/05/2021 100.00% Other
Sample ID 9M-02 Description SECOND FLOOR STORAGE / VESTIBULE AT MENS ROOM - 9" FLOOR TILE MASTIC
032121988-0002 Homogeneity Heterogeneous
PLM NYS 198.1 Friable Not Analyzed
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Black Inconclusive: None Detected12/04/2021 <1.00% Fibrous (other)100.00% Other
TEM NYS 198.4 NOB Black None Detected12/05/2021 100.00% Other
Sample ID 9-01 Description REAR STAIRWELL LANDING - 9" FLOOR TILE
032121988-0003 Homogeneity Heterogeneous
PLM NYS 198.1 Friable Not Analyzed
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Gray12/04/2021 None 98.30% Other 1.70% Chrysotile
TEM NYS 198.4 NOB Positive Stop (Not Analyzed)12/04/2021
Sample ID 9-02 Description SECOND FLOOR STORAGE / VESTIBULE AT MENS ROOM - 9" FLOOR TILE
032121988-0004 Homogeneity
PLM NYS 198.1 Friable Not Analyzed
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Positive Stop (Not Analyzed)12/04/2021
TEM NYS 198.4 NOB Positive Stop (Not Analyzed)12/04/2021
Sample ID 10M-01 Description FIRST FLOOR MAIN LOBBY UNDER CARPET AND LEVELER - FLOOR TILE MASTIC
032121988-0005 Homogeneity Heterogeneous
PLM NYS 198.1 Friable Not Analyzed
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Black Inconclusive: None Detected12/04/2021 100.00% Other
TEM NYS 198.4 NOB Black None Detected12/05/2021 100.00% Other
Initial report from: 12/05/2021 19:19:37
Page 1 of 6ASB_198x_0009_0001 Printed 12/6/2021 12:01:06PM
EMSL Analytical, Inc.
307 West 38th Street New York, NY 10018
Tel/Fax: (212) 290-0051 / (212) 290-0058
http://www.EMSL.com / manhattanlab@emsl.com
032121988EMSL Order:
Customer ID: ALPI50
Customer PO:
Project ID:
Test Report:Asbestos Analysis of Bulk Material
Test Color
Analyzed
Date Fibrous Non-Fibrous Asbestos
Non-Asbestos
Sample ID 10M-02 Description FIRST FLOOR CENTER COUPON BOOTH BOTTOM LAYER - FLOOR TILE MASTIC
032121988-0006 Homogeneity Heterogeneous
PLM NYS 198.1 Friable Not Analyzed
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Black Inconclusive: None Detected12/04/2021 100.00%Other
TEM NYS 198.4 NOB Black None Detected12/05/2021 100.00% Other
Sample ID 10-01 Description FIRST FLOOR CENTER COUPON BOOTH BOTTOM LAYER - FLOOR TILE
032121988-0007 Homogeneity Heterogeneous
PLM NYS 198.1 Friable Not Analyzed
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Beige Inconclusive: None Detected12/04/2021 100.00% Other
TEM NYS 198.4 NOB Beige12/05/2021 None 98.80% Other 1.20% Chrysotile
Sample ID 10-02 Description FIRST FLOOR CENTER COUPON BOOTH BOTTOM LAYER - FLOOR TILE
032121988-0008 Homogeneity Heterogeneous
PLM NYS 198.1 Friable Not Analyzed
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Beige Inconclusive: None Detected12/04/2021 100.00% Other
TEM NYS 198.4 NOB Positive Stop (Not Analyzed)12/05/2021
Sample ID 11M-01 Description FIRST FLOOR CENTER COUPON BOOTH TOP LAYER - 12" FLOOR TILE MASTIC
032121988-0009 Homogeneity Heterogeneous
PLM NYS 198.1 Friable Not Analyzed
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Yellow Inconclusive: None Detected12/04/2021 100.00% Other
TEM NYS 198.4 NOB Yellow None Detected12/05/2021 100.00% Other
Sample ID 11M-02 Description FIRST FLOOR CENTER COUPON BOOTH TOP LAYER - 12" FLOOR TILE MASTIC
032121988-0010 Homogeneity Heterogeneous
PLM NYS 198.1 Friable Not Analyzed
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Yellow Inconclusive: None Detected12/04/2021 100.00% Other
TEM NYS 198.4 NOB Yellow None Detected12/05/2021 100.00% Other
Sample ID 11-01 Description FIRST FLOOR CENTER COUPON BOOTH TOP LAYER - 12" FLOOR TILE
032121988-0011 Homogeneity Heterogeneous
PLM NYS 198.1 Friable Not Analyzed
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Beige Inconclusive: None Detected12/04/2021 100.00% Other
TEM NYS 198.4 NOB Beige None Detected12/05/2021 100.00% Other
Initial report from: 12/05/2021 19:19:37
Page 2 of 6ASB_198x_0009_0001 Printed 12/6/2021 12:01:06PM
EMSL Analytical, Inc.
307 West 38th Street New York, NY 10018
Tel/Fax: (212) 290-0051 / (212) 290-0058
http://www.EMSL.com / manhattanlab@emsl.com
032121988EMSL Order:
Customer ID: ALPI50
Customer PO:
Project ID:
Test Report:Asbestos Analysis of Bulk Material
Test Color
Analyzed
Date Fibrous Non-Fibrous Asbestos
Non-Asbestos
Sample ID 11-02 Description FIRST FLOOR CENTER COUPON BOOTH TOP LAYER - 12" FLOOR TILE
032121988-0012 Homogeneity Heterogeneous
PLM NYS 198.1 Friable Not Analyzed
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Beige Inconclusive: None Detected12/04/2021 100.00%Other
TEM NYS 198.4 NOB Beige None Detected12/05/2021 100.00% Other
Sample ID 12-01 Description FIRST FLOOR CENTER COUPON BOOTH - CARPET MASTIC
032121988-0013 Homogeneity Heterogeneous
PLM NYS 198.1 Friable Not Analyzed
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Yellow Inconclusive: None Detected12/04/2021 100.00% Other
TEM NYS 198.4 NOB Yellow None Detected12/05/2021 100.00% Other
Sample ID 12-02 Description SECOND FLOOR UNITED WAY OFFICE LOBBY - CARPET MASTIC
032121988-0014 Homogeneity Heterogeneous
PLM NYS 198.1 Friable Not Analyzed
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Yellow Inconclusive: None Detected12/04/2021 100.00% Other
TEM NYS 198.4 NOB Yellow None Detected12/05/2021 100.00% Other
Sample ID 13M-01 Description FIRST FLOOR REAR STAIRWELL - COVEBASE MASTIC
032121988-0015 Homogeneity Heterogeneous
PLM NYS 198.1 Friable Not Analyzed
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Beige Inconclusive: None Detected12/04/2021 100.00% Other
TEM NYS 198.4 NOB Beige None Detected12/05/2021 100.00% Other
Sample ID 13M-02 Description FIRST FLOOR REAR STAIRWELL - COVEBASE MASTIC
032121988-0016 Homogeneity Heterogeneous
PLM NYS 198.1 Friable Not Analyzed
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Beige Inconclusive: None Detected12/04/2021 100.00% Other
TEM NYS 198.4 NOB Beige None Detected12/05/2021 100.00% Other
Sample ID 13-01 Description FIRST FLOOR REAR STAIRWELL - COVEBASE
032121988-0017 Homogeneity Heterogeneous
PLM NYS 198.1 Friable Not Analyzed
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Black Inconclusive: None Detected12/04/2021 100.00% Other
TEM NYS 198.4 NOB Black None Detected12/05/2021 100.00% Other
Initial report from: 12/05/2021 19:19:37
Page 3 of 6ASB_198x_0009_0001 Printed 12/6/2021 12:01:06PM
EMSL Analytical, Inc.
307 West 38th Street New York, NY 10018
Tel/Fax: (212) 290-0051 / (212) 290-0058
http://www.EMSL.com / manhattanlab@emsl.com
032121988EMSL Order:
Customer ID: ALPI50
Customer PO:
Project ID:
Test Report:Asbestos Analysis of Bulk Material
Test Color
Analyzed
Date Fibrous Non-Fibrous Asbestos
Non-Asbestos
Sample ID 13-02 Description FIRST FLOOR REAR STAIRWELL - COVEBASE
032121988-0018 Homogeneity Heterogeneous
PLM NYS 198.1 Friable Not Analyzed
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Black Inconclusive: None Detected12/04/2021 100.00%Other
TEM NYS 198.4 NOB Black None Detected12/05/2021 100.00% Other
Sample ID 14M-01 Description SECOND FLOOR STORAGE / VESTIBULE AT MENS ROOM - COVEBASE MASTIC
032121988-0019 Homogeneity Heterogeneous
PLM NYS 198.1 Friable Not Analyzed
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Brown Inconclusive: None Detected12/04/2021 100.00% Other
TEM NYS 198.4 NOB Brown None Detected12/05/2021 100.00% Other
Sample ID 14M-02 Description SECOND FLOOR STORAGE / VESTIBULE AT MENS ROOM - COVEBASE MASTIC
032121988-0020 Homogeneity Heterogeneous
PLM NYS 198.1 Friable Not Analyzed
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Brown Inconclusive: None Detected12/04/2021 100.00% Other
TEM NYS 198.4 NOB Brown/ Black None Detected12/05/2021 100.00% Other
Sample ID 14-01 Description SECOND FLOOR STORAGE / VESTIBULE AT MENS ROOM - COVEBASE
032121988-0021 Homogeneity Heterogeneous
PLM NYS 198.1 Friable Not Analyzed
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Black Inconclusive: None Detected12/04/2021 100.00% Other
TEM NYS 198.4 NOB Black None Detected12/05/2021 100.00% Other
Sample ID 14-02 Description SECOND FLOOR STORAGE / VESTIBULE AT MENS ROOM - COVEBASE
032121988-0022 Homogeneity Heterogeneous
PLM NYS 198.1 Friable Not Analyzed
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Black Inconclusive: None Detected12/04/2021 100.00% Other
TEM NYS 198.4 NOB Black None Detected12/05/2021 100.00% Other
Sample ID 15-01 Description SECOND FLOOR FRONT STAIRWAY - 2X4 CEILING TILE
032121988-0023 Homogeneity Heterogeneous
PLM NYS 198.1 Friable Not Analyzed
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB White Inconclusive: None Detected12/04/2021 1.50% Min. Wool 98.50% Other
TEM NYS 198.4 NOB White None Detected12/05/2021 100.00% Other
Initial report from: 12/05/2021 19:19:37
Page 4 of 6ASB_198x_0009_0001 Printed 12/6/2021 12:01:06PM
EMSL Analytical, Inc.
307 West 38th Street New York, NY 10018
Tel/Fax: (212) 290-0051 / (212) 290-0058
http://www.EMSL.com / manhattanlab@emsl.com
032121988EMSL Order:
Customer ID: ALPI50
Customer PO:
Project ID:
Test Report:Asbestos Analysis of Bulk Material
Test Color
Analyzed
Date Fibrous Non-Fibrous Asbestos
Non-Asbestos
Sample ID 15-02 Description SECOND FLOOR ELEVATOR LOBBY - 2X4 CEILING TILE
032121988-0024 Homogeneity Heterogeneous
PLM NYS 198.1 Friable Not Analyzed
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB White Inconclusive: None Detected12/04/2021 1.40%Min. Wool 98.60% Other
TEM NYS 198.4 NOB White None Detected12/05/2021 100.00% Other
Initial report from: 12/05/2021 19:19:37
Page 5 of 6ASB_198x_0009_0001 Printed 12/6/2021 12:01:06PM
EMSL Analytical, Inc.
307 West 38th Street New York, NY 10018
Tel/Fax: (212) 290-0051 / (212) 290-0058
http://www.EMSL.com / manhattanlab@emsl.com
032121988EMSL Order:
Customer ID: ALPI50
Customer PO:
Project ID:
Test Report:Asbestos Analysis of Bulk Material
The samples in this report were submitted to EMSL for analysis by Asbestos Analysis of Bulk Materials via NYS ELAP Approved Methods. The
reference number for these samples is the EMSL Order ID above. Please use this reference number when calling about these samples.
Report Comments:
Sample Receipt Date:
Analysis Completed Date:Analysis Completed Time:
Sample Receipt Time:12/3/2021 11:40 AM
12/4/2021 2:20 PM
Analyst(s):
Christopher Cernansky PLM NYS 198.6 NOB (23)Isaac Mendez TEM NYS 198.4 NOB (15)
Steven Dutter TEM NYS 198.4 NOB (6)
Samples reviewed and approved by:
Charles Johnson, Asbestos Laboratory Manager
or Other Approved Signatory
EMSL maintains liability limited to cost of analysis. Interpretation and use of test results are the responsibility of the client. This report relates only to the samples reported
above, and may not be reproduced, except in full, without written approval by EMSL. EMSL bears no responsibility for sample collection activities or analytical method
limitations. The report reflects the samples as received. Results are generated from the field sampling data (sampling volumes and areas, locations, etc.) provided by the client
on the Chain of Custody. Samples are within quality control criteria and met method specifications unless otherwise noted. Estimation of uncertainty available upon request.
This report is a summary of multiple methods of analysis, fully compliant reports are available upon request. All samples examined for the presence of vermiculite when
analyzed via NYS 198.1. A combination of PLM and TEM analysis may be necessary to ensure consistently reliable detection of asbestos. Polarized-light microscopy is not
consistently reliable in detecting asbestos in floor coverings and similar non-friable organically bound materials. This report must not be used to claim product endorsement by
NVLAP of any agency or the U.S. Government . Quantitative transmission electron microscopy is currently the only method that can be used to determine if this material can
be considered or treated as non-asbestos containing. NOB= Non friable organically bound; N/A= Not applicable VCM= Vermiculite containing material.
Samples analyzed by EMSL Analytical, Inc. New York, NY NYS ELAP 11506, NVLAP Lab Code 101048-9
Initial report from: 12/05/2021 19:19:37
Page 6 of 6ASB_198x_0009_0001 Printed 12/6/2021 12:01:06PM
OrderID: 032121988Page 1 Of 2
OrderID: 032121988Page 2 Of 2
EMSL Analytical, Inc.
307 West 38th Street New York, NY 10018
Tel/Fax: (212) 290-0051 / (212) 290-0058
http://www.EMSL.com / manhattanlab@emsl.com
032200672EMSL Order:
Customer ID: ALPI50
Customer PO:
Project ID:
Attention:Phone:Alpine Environmental Services (518) 250-4047
Fax:438 New Karner Road
Received Date:Albany, NY 12205 01/17/2022 10:30 AM
Analysis Date:01/18/2022 - 01/20/2022
Collected Date:01/14/2022
Project:21-27316-A/ 696 UPPER GLEN STREET, QUEENSBURY, NEW YORK
Test Report:Asbestos Analysis of Bulk Material
Test Color
Analyzed
Date Fibrous Non-Fibrous Asbestos
Non-Asbestos
Sample ID 1A-03 Description FIRST FLOOR: WAITING AREA 104 EXTERIOR WALL AT WINDOW - JOINT COMPOUND
032200672-0001 Homogeneity Homogeneous
PLM NYS 198.1 Friable White None Detected01/18/2022 50.00%
5.00%
45.00%
Ca Carbonate
Mica
Non-fibrous (other)
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Not Analyzed
TEM NYS 198.4 NOB Not Analyzed
Sample ID 1A-04 Description FIRST FLOOR: WAITING AREA 104 INTERIOR SOUTH WALL - JOINT COMPOUND
032200672-0002 Homogeneity Homogeneous
PLM NYS 198.1 Friable White None Detected01/18/2022 50.00%
50.00%
Ca Carbonate
Non-fibrous (other)
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Not Analyzed
TEM NYS 198.4 NOB Not Analyzed
Sample ID 1A-05 Description SECOND FLOOR: UNITED WAY OFFICE WEST WALL ADJACENT WINDOW - JOINT
COMPOUND
032200672-0003 Homogeneity Homogeneous
PLM NYS 198.1 Friable White None Detected01/20/2022 60.00%
7.00%
33.00%
Ca Carbonate
Mica
Non-fibrous (other)
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Not Analyzed
TEM NYS 198.4 NOB Not Analyzed
Sample ID 2A-06 Description FIRST FLOOR: VESTIBULE WALL - PLASTER SUBSTRATE
032200672-0004 Homogeneity Homogeneous
PLM NYS 198.1 Friable Gray/ White None Detected01/18/2022 7.00%Cellulose 5.00%
38.00%
50.00%
Mica
Non-fibrous (other)
Quartz
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Not Analyzed
TEM NYS 198.4 NOB Not Analyzed
Initial report from: 01/20/2022 15:30:03
Page 1 of 3ASB_198x_0009_0001 Printed 1/20/2022 3:30:13PM
EMSL Analytical, Inc.
307 West 38th Street New York, NY 10018
Tel/Fax: (212) 290-0051 / (212) 290-0058
http://www.EMSL.com / manhattanlab@emsl.com
032200672EMSL Order:
Customer ID: ALPI50
Customer PO:
Project ID:
Test Report:Asbestos Analysis of Bulk Material
Test Color
Analyzed
Date Fibrous Non-Fibrous Asbestos
Non-Asbestos
Sample ID 2B-06 Description FIRST FLOOR: VESTIBULE WALL - PLASTER SKIM COAT
032200672-0005 Homogeneity Homogeneous
PLM NYS 198.1 Friable White None Detected01/18/2022 50.00%
50.00%
Ca Carbonate
Non-fibrous (other)
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Not Analyzed
TEM NYS 198.4 NOB Not Analyzed
Sample ID 12-03 Description FIRST FLOOR: OFFICE 106 SW CORNER - CARPET MASTIC
032200672-0006 Homogeneity Heterogeneous
PLM NYS 198.1 Friable Not Analyzed
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Yellow Inconclusive: None Detected01/20/2022 100.00%Other
TEM NYS 198.4 NOB Yellow None Detected01/20/2022 100.00% Other
Initial report from: 01/20/2022 15:30:03
Page 2 of 3ASB_198x_0009_0001 Printed 1/20/2022 3:30:13PM
EMSL Analytical, Inc.
307 West 38th Street New York, NY 10018
Tel/Fax: (212) 290-0051 / (212) 290-0058
http://www.EMSL.com / manhattanlab@emsl.com
032200672EMSL Order:
Customer ID: ALPI50
Customer PO:
Project ID:
Test Report:Asbestos Analysis of Bulk Material
The samples in this report were submitted to EMSL for analysis by Asbestos Analysis of Bulk Materials via NYS ELAP Approved Methods. The
reference number for these samples is the EMSL Order ID above. Please use this reference number when calling about these samples.
Report Comments:
Sample Receipt Date:
Analysis Completed Date:Analysis Completed Time:
Sample Receipt Time:1/17/2022 10:30 AM
1/20/2022 12:44 PM
Analyst(s):
Angelica Serrano PLM NYS 198.1 Friable (1)Esteven Tineo PLM NYS 198.1 Friable (4)
Angelica Serrano PLM NYS 198.6 NOB (1)Venisha Lazarus-Barnes TEM NYS 198.4 NOB (1)
Samples reviewed and approved by:
Charles Johnson, Asbestos Laboratory Manager
or Other Approved Signatory
EMSL maintains liability limited to cost of analysis. Interpretation and use of test results are the responsibility of the client. This report relates only to the samples reported
above, and may not be reproduced, except in full, without written approval by EMSL. EMSL bears no responsibility for sample collection activities or analytical method
limitations. The report reflects the samples as received. Results are generated from the field sampling data (sampling volumes and areas, locations, etc.) provided by the client
on the Chain of Custody. Samples are within quality control criteria and met method specifications unless otherwise noted. Estimation of uncertainty available upon request.
This report is a summary of multiple methods of analysis, fully compliant reports are available upon request. All samples examined for the presence of vermiculite when
analyzed via NYS 198.1. A combination of PLM and TEM analysis may be necessary to ensure consistently reliable detection of asbestos. Polarized-light microscopy is not
consistently reliable in detecting asbestos in floor coverings and similar non-friable organically bound materials. This report must not be used to claim product endorsement by
NVLAP of any agency or the U.S. Government . Quantitative transmission electron microscopy is currently the only method that can be used to determine if this material can
be considered or treated as non-asbestos containing. NOB= Non friable organically bound; N/A= Not applicable VCM= Vermiculite containing material.
Samples analyzed by EMSL Analytical, Inc. New York, NY NYS ELAP 11506, NVLAP Lab Code 101048-9
Initial report from: 01/20/2022 15:30:03
Page 3 of 3ASB_198x_0009_0001 Printed 1/20/2022 3:30:13PM
OrderID: 032200672Page 1 Of 1
EMSL Analytical, Inc.
528 Mineola Avenue Carle Place, NY 11514
Tel/Fax: (516) 997-7251 / (516) 997-7528
http://www.EMSL.com / carleplacelab@emsl.com
062218454EMSL Order:
Customer ID: ALPI50
Customer PO:
Project ID:
Attention:Phone:Brian Gould (518) 250-4047
Fax:Alpine Environmental Services
Received Date:438 New Karner Road 08/25/2022 10:40 AM
Analysis Date:Albany, NY 12205 08/27/2022
Collected Date:08/23/2022
Project:696 Upper Glen Street, Queensbury, New York / #21-27316-A
Test Report:Asbestos Analysis of Bulk Material
Test Color
Analyzed
Date Fibrous Non-Fibrous Asbestos
Non-Asbestos
Sample ID 16-01 Description First Floor: Teller Area - South Masonry Wall at Office - Block Mortar
062218454-0001 Homogeneity Homogeneous
PLM NYS 198.1 Friable Brown/ White/
Black
None Detected08/27/2022 28.00%
10.00%
62.00%
Ca Carbonate
Non-fibrous (other)
Quartz
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Not Analyzed
TEM NYS 198.4 NOB Not Analyzed
Sample ID 16-02 Description First Floor: Teller Area - South Masonry Wall at Office - Block Mortar
062218454-0002 Homogeneity Homogeneous
PLM NYS 198.1 Friable Brown/ White/
Black
None Detected08/27/2022 21.00%
13.00%
66.00%
Ca Carbonate
Non-fibrous (other)
Quartz
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Not Analyzed
TEM NYS 198.4 NOB Not Analyzed
Sample ID 17-01 Description First Floor: Mechanical Room at Chimney - Block Mortar
062218454-0003 Homogeneity Homogeneous
PLM NYS 198.1 Friable Brown None Detected08/27/2022 24.00%
9.00%
67.00%
Ca Carbonate
Non-fibrous (other)
Quartz
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Not Analyzed
TEM NYS 198.4 NOB Not Analyzed
Sample ID 17-02 Description First Floor: Mechanical Room at Chimney - Block Mortar
062218454-0004 Homogeneity Homogeneous
PLM NYS 198.1 Friable Brown None Detected08/27/2022 28.00%
12.00%
60.00%
Ca Carbonate
Non-fibrous (other)
Quartz
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Not Analyzed
TEM NYS 198.4 NOB Not Analyzed
Initial report from: 08/29/2022 09:55:59
Page 1 of 3ASB_198x_0009_0001 Printed 8/29/2022 9:56:01AM
EMSL Analytical, Inc.
528 Mineola Avenue Carle Place, NY 11514
Tel/Fax: (516) 997-7251 / (516) 997-7528
http://www.EMSL.com / carleplacelab@emsl.com
062218454EMSL Order:
Customer ID: ALPI50
Customer PO:
Project ID:
Test Report:Asbestos Analysis of Bulk Material
Test Color
Analyzed
Date Fibrous Non-Fibrous Asbestos
Non-Asbestos
Sample ID 18-01 Description First Floor: Vesibule Floor - Floor Tile Mortar
062218454-0005 Homogeneity Homogeneous
PLM NYS 198.1 Friable Brown/ Gray None Detected08/27/2022 19.00%
15.00%
66.00%
Ca Carbonate
Non-fibrous (other)
Quartz
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Not Analyzed
TEM NYS 198.4 NOB Not Analyzed
Sample ID 18-02 Description First Floor: Vesibule Floor - Floor Tile Mortar
062218454-0006 Homogeneity Homogeneous
PLM NYS 198.1 Friable Brown/ Gray None Detected08/27/2022 12.00%
18.00%
70.00%
Ca Carbonate
Non-fibrous (other)
Quartz
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Not Analyzed
TEM NYS 198.4 NOB Not Analyzed
Sample ID 19-01 Description First Floor: Vesibule Floor - Floor Tile Grout
062218454-0007 Homogeneity Homogeneous
PLM NYS 198.1 Friable Black None Detected08/27/2022 62.00%
16.00%
22.00%
Ca Carbonate
Non-fibrous (other)
Quartz
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Not Analyzed
TEM NYS 198.4 NOB Not Analyzed
Sample ID 19-02 Description First Floor: Vesibule Floor - Floor Tile Grout
062218454-0008 Homogeneity Homogeneous
PLM NYS 198.1 Friable Black None Detected08/27/2022 60.00%
12.00%
28.00%
Ca Carbonate
Non-fibrous (other)
Quartz
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Not Analyzed
TEM NYS 198.4 NOB Not Analyzed
Initial report from: 08/29/2022 09:55:59
Page 2 of 3ASB_198x_0009_0001 Printed 8/29/2022 9:56:01AM
EMSL Analytical, Inc.
528 Mineola Avenue Carle Place, NY 11514
Tel/Fax: (516) 997-7251 / (516) 997-7528
http://www.EMSL.com / carleplacelab@emsl.com
062218454EMSL Order:
Customer ID: ALPI50
Customer PO:
Project ID:
Test Report:Asbestos Analysis of Bulk Material
The samples in this report were submitted to EMSL for analysis by Asbestos Analysis of Bulk Materials via NYS ELAP Approved Methods. The
reference number for these samples is the EMSL Order ID above. Please use this reference number when calling about these samples.
Report Comments:
Sample Receipt Date:
Analysis Completed Date:Analysis Completed Time:
Sample Receipt Time:8/25/2022 10:40 AM
8/27/2022 11:08 AM
Analyst(s):
Michael Hartcorn PLM NYS 198.1 Friable (8)
Samples reviewed and approved by:
Daniel Clarke, Asbestos Laboratory Manager
or Other Approved Signatory
EMSL maintains liability limited to cost of analysis. Interpretation and use of test results are the responsibility of the client. This report relates only to the samples reported
above, and may not be reproduced, except in full, without written approval by EMSL. EMSL bears no responsibility for sample collection activities or analytical method
limitations. The report reflects the samples as received. Results are generated from the field sampling data (sampling volumes and areas, locations, etc.) provided by the client
on the Chain of Custody. Samples are within quality control criteria and met method specifications unless otherwise noted. Estimation of uncertainty available upon request.
This report is a summary of multiple methods of analysis, fully compliant reports are available upon request. All samples examined for the presence of vermiculite when
analyzed via NYS 198.1. A combination of PLM and TEM analysis may be necessary to ensure consistently reliable detection of asbestos. Polarized-light microscopy is not
consistently reliable in detecting asbestos in floor coverings and similar non-friable organically bound materials. This report must not be used to claim product endorsement by
NVLAP of any agency or the U.S. Government . Quantitative transmission electron microscopy is currently the only method that can be used to determine if this material can
be considered or treated as non-asbestos containing. NOB= Non friable organically bound; N/A= Not applicable VCM= Vermiculite containing material.
Samples analyzed by EMSL Analytical, Inc. Carle Place, NY NYS ELAP 11469, NVLAP Lab Code 101048-10
Initial report from: 08/29/2022 09:55:59
Page 3 of 3ASB_198x_0009_0001 Printed 8/29/2022 9:56:01AM
OrderID: 062218454
Page 1 Of 1
EMSL Analytical, Inc.
528 Mineola Avenue Carle Place, NY 11514
Tel/Fax: (516) 997-7251 / (516) 997-7528
http://www.EMSL.com / carleplacelab@emsl.com
062218441EMSL Order:
Customer ID: ALPI50
Customer PO:
Project ID:
Attention:Phone:Brian Gould (518) 250-4047
Fax:Alpine Environmental Services
Received Date:438 New Karner Road 08/25/2022 10:40 AM
Analysis Date:Albany, NY 12205 08/27/2022 - 08/29/2022
Collected Date:08/23/2022
Project:696 Upper Glen Street, Queensbury, New York #21-27316-A
Test Report:Asbestos Analysis of Bulk Material
Test Color
Analyzed
Date Fibrous Non-Fibrous Asbestos
Non-Asbestos
Sample ID 20M-01 Description First Floor: Teller Area Office, Floor - 12" Floor Tile Mastic
062218441-0001 Homogeneity Homogeneous
PLM NYS 198.1 Friable Not Analyzed
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Yellow Inconclusive: None Detected08/27/2022 100.00%Other
TEM NYS 198.4 NOB Yellow None Detected08/28/2022 100.00% Other
Sample ID 20M-02 Description First Floor: Teller Area Office, Floor - 12" Floor Tile Mastic
062218441-0002 Homogeneity Homogeneous
PLM NYS 198.1 Friable Not Analyzed
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Yellow Inconclusive: None Detected08/27/2022 100.00% Other
TEM NYS 198.4 NOB Yellow None Detected08/28/2022 100.00% Other
Sample ID 20-01 Description First Floor: Teller Area Office, Floor - 12" Floor Tile
062218441-0003 Homogeneity Homogeneous
PLM NYS 198.1 Friable Not Analyzed
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Gray Inconclusive: None Detected08/27/2022 100.00% Other
TEM NYS 198.4 NOB Gray None Detected08/28/2022 100.00% Other
Sample ID 20-02 Description First Floor: Teller Area Office, Floor - 12" Floor Tile
062218441-0004 Homogeneity Homogeneous
PLM NYS 198.1 Friable Not Analyzed
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Gray Inconclusive: None Detected08/27/2022 100.00% Other
TEM NYS 198.4 NOB Gray None Detected08/28/2022 100.00% Other
Sample ID 21A-01 Description First Floor: Teller Area North Wall, Top Layer - Vinyl Wall Covering Adhesive
062218441-0005 Homogeneity Homogeneous
PLM NYS 198.1 Friable Not Analyzed
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Beige Inconclusive: None Detected08/27/2022 100.00% Other
TEM NYS 198.4 NOB Beige None Detected08/28/2022 100.00% Other
Initial report from: 08/29/2022 11:51:26
Page 1 of 4ASB_198x_0009_0001 Printed 8/29/2022 11:51:30AM
EMSL Analytical, Inc.
528 Mineola Avenue Carle Place, NY 11514
Tel/Fax: (516) 997-7251 / (516) 997-7528
http://www.EMSL.com / carleplacelab@emsl.com
062218441EMSL Order:
Customer ID: ALPI50
Customer PO:
Project ID:
Test Report:Asbestos Analysis of Bulk Material
Test Color
Analyzed
Date Fibrous Non-Fibrous Asbestos
Non-Asbestos
Sample ID 21-01 Description First Floor: Teller Area North Wall, Top Layer - Vinyl Wall Covering
062218441-0006 Homogeneity
PLM NYS 198.1 Friable Not Analyzed
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Not Analyzed08/29/2022
Sample is inseparable from 21A-01.
TEM NYS 198.4 NOB Not Analyzed08/28/2022
Sample ID 21A-02 Description First Floor: Teller Area North Wall, Bottom Layer - Vinyl Wall Covering Adhesive
062218441-0007 Homogeneity Homogeneous
PLM NYS 198.1 Friable Not Analyzed
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Beige Inconclusive: None Detected08/27/2022 100.00%Other
TEM NYS 198.4 NOB Beige None Detected08/28/2022 100.00% Other
Sample ID 21-02 Description First Floor: Teller Area North Wall, Bottom Layer - Vinyl Wall Covering
062218441-0008 Homogeneity
PLM NYS 198.1 Friable Not Analyzed
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Not Analyzed08/29/2022
Sample is inseparable from 21A-02.
TEM NYS 198.4 NOB Not Analyzed08/28/2022
Sample ID 21A-03 Description Second Floor: Stairwell West Wall - Vinyl Wall Covering Adhesive
062218441-0009 Homogeneity Homogeneous
PLM NYS 198.1 Friable Not Analyzed
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Beige Inconclusive: None Detected08/27/2022 100.00% Other
TEM NYS 198.4 NOB Beige None Detected08/28/2022 100.00% Other
Sample ID 21-03 Description Second Floor: Stairwell West Wall - Vinyl Wall Covering
062218441-0010 Homogeneity
PLM NYS 198.1 Friable Not Analyzed
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Not Analyzed08/29/2022
Sample is inseparable from 21A-03.
TEM NYS 198.4 NOB Not Analyzed08/28/2022
Sample ID 22-01 Description First Floor: Teller Area South Wall, on Masonry - Tar/Vapor Barrier
062218441-0011 Homogeneity Homogeneous
PLM NYS 198.1 Friable Not Analyzed
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Black08/27/2022 None 91.40% Other 8.60% Chrysotile
TEM NYS 198.4 NOB Not Analyzed
Initial report from: 08/29/2022 11:51:26
Page 2 of 4ASB_198x_0009_0001 Printed 8/29/2022 11:51:30AM
EMSL Analytical, Inc.
528 Mineola Avenue Carle Place, NY 11514
Tel/Fax: (516) 997-7251 / (516) 997-7528
http://www.EMSL.com / carleplacelab@emsl.com
062218441EMSL Order:
Customer ID: ALPI50
Customer PO:
Project ID:
Test Report:Asbestos Analysis of Bulk Material
Test Color
Analyzed
Date Fibrous Non-Fibrous Asbestos
Non-Asbestos
Sample ID 22-02 Description First Floor: Teller Area South Wall, on Masonry - Tar/Vapor Barrier
062218441-0012 Homogeneity
PLM NYS 198.1 Friable Not Analyzed
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Positive Stop (Not Analyzed)08/27/2022
TEM NYS 198.4 NOB Not Analyzed
Initial report from: 08/29/2022 11:51:26
Page 3 of 4ASB_198x_0009_0001 Printed 8/29/2022 11:51:30AM
EMSL Analytical, Inc.
528 Mineola Avenue Carle Place, NY 11514
Tel/Fax: (516) 997-7251 / (516) 997-7528
http://www.EMSL.com / carleplacelab@emsl.com
062218441EMSL Order:
Customer ID: ALPI50
Customer PO:
Project ID:
Test Report:Asbestos Analysis of Bulk Material
The samples in this report were submitted to EMSL for analysis by Asbestos Analysis of Bulk Materials via NYS ELAP Approved Methods. The
reference number for these samples is the EMSL Order ID above. Please use this reference number when calling about these samples.
Report Comments:
Sample Receipt Date:
Analysis Completed Date:Analysis Completed Time:
Sample Receipt Time:8/25/2022 10:40 AM
8/29/2022 9:34 AM
Analyst(s):
Tomas Montes De Oca PLM NYS 198.6 NOB (8)Soaiful Islam TEM NYS 198.4 NOB (7)
Samples reviewed and approved by:
Daniel Clarke, Asbestos Laboratory Manager
or Other Approved Signatory
EMSL maintains liability limited to cost of analysis. Interpretation and use of test results are the responsibility of the client. This report relates only to the samples reported
above, and may not be reproduced, except in full, without written approval by EMSL. EMSL bears no responsibility for sample collection activities or analytical method
limitations. The report reflects the samples as received. Results are generated from the field sampling data (sampling volumes and areas, locations, etc.) provided by the client
on the Chain of Custody. Samples are within quality control criteria and met method specifications unless otherwise noted. Estimation of uncertainty available upon request.
This report is a summary of multiple methods of analysis, fully compliant reports are available upon request. All samples examined for the presence of vermiculite when
analyzed via NYS 198.1. A combination of PLM and TEM analysis may be necessary to ensure consistently reliable detection of asbestos. Polarized-light microscopy is not
consistently reliable in detecting asbestos in floor coverings and similar non-friable organically bound materials. This report must not be used to claim product endorsement by
NVLAP of any agency or the U.S. Government . Quantitative transmission electron microscopy is currently the only method that can be used to determine if this material can
be considered or treated as non-asbestos containing. NOB= Non friable organically bound; N/A= Not applicable VCM= Vermiculite containing material.
Samples analyzed by EMSL Analytical, Inc. Carle Place, NY NYS ELAP 11469, NVLAP Lab Code 101048-10
Initial report from: 08/29/2022 11:51:26
Page 4 of 4ASB_198x_0009_0001 Printed 8/29/2022 11:51:30AM
OrderID: 062218441
Page 1 Of 1
EMSL Analytical, Inc.
6838 Ellicott Dr. Suite 1A East Syracuse, NY 13057
Tel/Fax: (315) 424-3938 / (315) 424-3939
http://www.EMSL.com / syracuselab@EMSL.com
732300320EMSL Order:
Customer ID: ALPI50
Customer PO:
Project ID:
Attention:Phone:Lab results (518) 250-4047
Fax:Alpine Environmental Services
Received Date:438 New Karner Road 05/02/2023 12:54 PM
Analysis Date:Albany, NY 12205 05/04/2023 - 05/05/2023
Collected Date:05/01/2023
Project:696 Upper Glen Street, Queensbury, New York, 21-27316-A
Test Report:Asbestos Analysis of Bulk Material
Test Color
Analyzed
Date Fibrous Non-Fibrous Asbestos
Non-Asbestos
Sample ID 1A-03 Description First Floor: Vault Vestibule 119 Column/Chase adj Vault - Joint Compound
732300320-0001 Homogeneity Homogeneous
PLM NYS 198.1 Friable White None Detected05/05/2023 100.00% Non-fibrous (other)
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Not Analyzed
TEM NYS 198.4 NOB Not Analyzed
Sample ID 1A-04 Description Second Floor: Meeting Room 215, North Wall - Joint Compound
732300320-0002 Homogeneity Homogeneous
PLM NYS 198.1 Friable White None Detected05/05/2023 100.00% Non-fibrous (other)
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Not Analyzed
TEM NYS 198.4 NOB Not Analyzed
Sample ID 1A-05 Description Second Floor: Corridor 207, Wall across from Storage 209 - Joint Compound
732300320-0003 Homogeneity Homogeneous
PLM NYS 198.1 Friable White None Detected05/05/2023 100.00% Non-fibrous (other)
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Not Analyzed
TEM NYS 198.4 NOB Not Analyzed
Sample ID 1A-06 Description Second Floor: Men's Room Vestibule 211, North Wall - Joint Compound
732300320-0004 Homogeneity Homogeneous
PLM NYS 198.1 Friable White None Detected05/05/2023 100.00% Non-fibrous (other)
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Not Analyzed
TEM NYS 198.4 NOB Not Analyzed
Sample ID 1A-07 Description Second Floor: Men's Room Vestibule 211, Wall at JC 212 - Joint Compound
732300320-0005 Homogeneity Homogeneous
PLM NYS 198.1 Friable Beige05/05/2023 None 96.50% Non-fibrous (other)3.50% Chrysotile
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Not Analyzed
TEM NYS 198.4 NOB Not Analyzed
Initial report from: 05/05/2023 15:28:53
Page 1 of 3ASB_198x_0009_0001 Printed 5/5/2023 3:28:56PM
EMSL Analytical, Inc.
6838 Ellicott Dr. Suite 1A East Syracuse, NY 13057
Tel/Fax: (315) 424-3938 / (315) 424-3939
http://www.EMSL.com / syracuselab@EMSL.com
732300320EMSL Order:
Customer ID: ALPI50
Customer PO:
Project ID:
Test Report:Asbestos Analysis of Bulk Material
Test Color
Analyzed
Date Fibrous Non-Fibrous Asbestos
Non-Asbestos
Sample ID 23M-01 Description First Floor: Custodial Room 123 - Linoleum Mastic
732300320-0006 Homogeneity Homogeneous
PLM NYS 198.1 Friable Not Analyzed
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Brown Inconclusive: None Detected05/04/2023 100.00% Other
TEM NYS 198.4 NOB Brown None Detected05/05/2023 100.00% Other
Sample ID 23M-02 Description First Floor: Custodial Room 123 - Linoleum Mastic
732300320-0007 Homogeneity Homogeneous
PLM NYS 198.1 Friable Not Analyzed
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Brown Inconclusive: None Detected05/04/2023 100.00% Other
TEM NYS 198.4 NOB Brown None Detected05/05/2023 100.00% Other
Sample ID 23-01 Description First Floor: Custodial Room 123 - Linoleum
732300320-0008 Homogeneity Homogeneous
PLM NYS 198.1 Friable Not Analyzed
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Beige Inconclusive: None Detected05/04/2023 100.00% Other
TEM NYS 198.4 NOB Beige None Detected05/05/2023 100.00% Other
Sample ID 23-02 Description First Floor: Custodial Room 123 - Linoleum
732300320-0009 Homogeneity Homogeneous
PLM NYS 198.1 Friable Not Analyzed
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Beige Inconclusive: None Detected05/04/2023 100.00% Other
TEM NYS 198.4 NOB Beige None Detected05/05/2023 100.00% Other
Sample ID 24-01 Description Second Floor; Storage/utility Room 222 - Duct Vibration Dampener
732300320-0010 Homogeneity Homogeneous
PLM NYS 198.1 Friable Not Analyzed
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Black Inconclusive: None Detected05/04/2023 100.00% Other
TEM NYS 198.4 NOB Black05/05/2023 None 100.00% Other <1% Chrysotile
Sample ID 24-02 Description Second Floor; Storage/utility Room 222 - Duct Vibration Dampener
732300320-0011 Homogeneity Homogeneous
PLM NYS 198.1 Friable Not Analyzed
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Black Inconclusive: None Detected05/04/2023 100.00% Other
TEM NYS 198.4 NOB Black05/05/2023 None 100.00% Other <1% Chrysotile
Initial report from: 05/05/2023 15:28:53
Page 2 of 3ASB_198x_0009_0001 Printed 5/5/2023 3:28:56PM
EMSL Analytical, Inc.
6838 Ellicott Dr. Suite 1A East Syracuse, NY 13057
Tel/Fax: (315) 424-3938 / (315) 424-3939
http://www.EMSL.com / syracuselab@EMSL.com
732300320EMSL Order:
Customer ID: ALPI50
Customer PO:
Project ID:
Test Report:Asbestos Analysis of Bulk Material
The samples in this report were submitted to EMSL for analysis by Asbestos Analysis of Bulk Materials via NYS ELAP Approved Methods . The
reference number for these samples is the EMSL Order ID above . Please use this reference number when calling about these samples.
Report Comments:
Sample Receipt Date:
Analysis Completed Date:Analysis Completed Time:
Sample Receipt Time:5/2/2023 12:54 PM
5/5/2023 11:56 AM
Analyst(s):
Christopher Fleming PLM NYS 198.1 Friable (5)Christopher Fleming PLM NYS 198.6 NOB (6)
Christopher Fleming TEM NYS 198.4 NOB (6)
Samples reviewed and approved by:
Christopher Fleming, Abestos Lab Manager
or Other Approved Signatory
EMSL maintains liability limited to cost of analysis. Interpretation and use of test results are the responsibility of the client. This report relates only to the samples reported
above, and may not be reproduced, except in full, without written approval by EMSL. EMSL bears no responsibility for sample collection activities or analytical method
limitations. The report reflects the samples as received. Results are generated from the field sampling data (sampling volumes and areas, locations, etc.) provided by the client
on the Chain of Custody. Samples are within quality control criteria and met method specifications unless otherwise noted. Estimation of uncertainty available upon request.
This report is a summary of multiple methods of analysis, fully compliant reports are available upon request. All samples examined for the presence of vermiculite when
analyzed via NYS 198.1. A combination of PLM and TEM analysis may be necessary to ensure consistently reliable detection of asbestos . Polarized-light microscopy is not
consistently reliable in detecting asbestos in floor coverings and similar non-friable organically bound materials. This report must not be used to claim product endorsement by
NVLAP of any agency or the U.S. Government . Quantitative transmission electron microscopy is currently the only method that can be used to determine if this material can
be considered or treated as non-asbestos containing. NOB= Non friable organically bound; N/A= Not applicable VCM= Vermiculite containing material.
Samples analyzed by EMSL Analytical, Inc. East Syracuse, NY NYS ELAP 12145, NVLAP Lab Code 600283-0
Initial report from: 05/05/2023 15:28:53
Page 3 of 3ASB_198x_0009_0001 Printed 5/5/2023 3:28:56PM
OrderID: 732300320
Page 1 Of 1
EMSL Analytical, Inc.
6838 Ellicott Dr. Suite 1A East Syracuse, NY 13057
Tel/Fax: (315) 424-3938 / (315) 424-3939
http://www.EMSL.com / syracuselab@EMSL.com
732300891EMSL Order:
Customer ID: ALPI50
Customer PO:
Project ID:
Attention:Phone:Lab results (518) 250-4047
Fax:Alpine Environmental Services
Received Date:438 New Karner Road 11/03/2023 11:37 AM
Analysis Date:Albany, NY 12205 11/06/2023 - 11/07/2023
Collected Date:11/02/2023
Project:696 Upper Glen Street, Queensbury, New York, 21-27316-A
Test Report:Asbestos Analysis of Bulk Material
Test Color
Analyzed
Date Fibrous Non-Fibrous Asbestos
Non-Asbestos
Sample ID 1-01 Description Second Floor: Break Room/Kitchen - 12" Floor Tile
732300891-0001 Homogeneity Homogeneous
PLM NYS 198.1 Friable Not Analyzed
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Beige Inconclusive: None Detected11/06/2023 100.00% Other
TEM NYS 198.4 NOB Beige None Detected11/07/2023 100.00% Other
Sample ID 1-02 Description Second Floor: Break Room/Kitchen - 12" Floor Tile
732300891-0002 Homogeneity Homogeneous
PLM NYS 198.1 Friable Not Analyzed
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Beige Inconclusive: None Detected11/06/2023 100.00% Other
TEM NYS 198.4 NOB Beige None Detected11/07/2023 100.00% Other
Initial report from: 11/07/2023 14:56:35
Page 1 of 2ASB_198x_0009_0001 Printed 11/7/2023 2:56:36PM
EMSL Analytical, Inc.
6838 Ellicott Dr. Suite 1A East Syracuse, NY 13057
Tel/Fax: (315) 424-3938 / (315) 424-3939
http://www.EMSL.com / syracuselab@EMSL.com
732300891EMSL Order:
Customer ID: ALPI50
Customer PO:
Project ID:
Test Report:Asbestos Analysis of Bulk Material
The samples in this report were submitted to EMSL for analysis by Asbestos Analysis of Bulk Materials via NYS ELAP Approved Methods . The
reference number for these samples is the EMSL Order ID above . Please use this reference number when calling about these samples.
Report Comments:
Sample Receipt Date:
Analysis Completed Date:Analysis Completed Time:
Sample Receipt Time:11/3/2023 11:37 AM
11/6/2023 9:58 AM
Analyst(s):
Andy Rodriguez PLM NYS 198.6 NOB (2)Christopher Fleming TEM NYS 198.4 NOB (2)
Samples reviewed and approved by:
Christopher Fleming, Abestos Lab Manager
or Other Approved Signatory
EMSL maintains liability limited to cost of analysis. Interpretation and use of test results are the responsibility of the client. This report relates only to the samples reported
above, and may not be reproduced, except in full, without written approval by EMSL. EMSL bears no responsibility for sample collection activities or analytical method
limitations. The report reflects the samples as received. Results are generated from the field sampling data (sampling volumes and areas, locations, etc.) provided by the client
on the Chain of Custody. Samples are within quality control criteria and met method specifications unless otherwise noted. Estimation of uncertainty available upon request.
This report is a summary of multiple methods of analysis, fully compliant reports are available upon request. All samples examined for the presence of vermiculite when
analyzed via NYS 198.1. A combination of PLM and TEM analysis may be necessary to ensure consistently reliable detection of asbestos . Polarized-light microscopy is not
consistently reliable in detecting asbestos in floor coverings and similar non-friable organically bound materials. This report must not be used to claim product endorsement by
NVLAP of any agency or the U.S. Government . Quantitative transmission electron microscopy is currently the only method that can be used to determine if this material can
be considered or treated as non-asbestos containing. NOB= Non friable organically bound; N/A= Not applicable VCM= Vermiculite containing material.
Samples analyzed by EMSL Analytical, Inc. East Syracuse, NY NYS ELAP 12145, NVLAP Lab Code 600283-0
Initial report from: 11/07/2023 14:56:35
Page 2 of 2ASB_198x_0009_0001 Printed 11/7/2023 2:56:36PM
OrderID: 732300891
Page 1 Of 1
EMSL Analytical, Inc.
10-39 45th Road Long Island City, NY 11101
Tel/Fax: (212) 290-0051 / (212) 290-0058
http://www.EMSL.com / manhattanlab@emsl.com
032316181EMSL Order:
Customer ID: ALPI50
Customer PO:
Project ID:
Attention:Phone:Lab results (518) 250-4047
Fax:Alpine Environmental Services
Received Date:438 New Karner Road 12/16/2023 11:54 AM
Analysis Date:Albany, NY 12205 12/17/2023
Collected Date:12/15/2023
Project:21-27316-A/ Glens Falls National Bank - 696 Upper Glen Street, Queensbury, New York 12804
Test Report:Asbestos Analysis of Bulk Material
Test Color
Analyzed
Date Fibrous Non-Fibrous Asbestos
Non-Asbestos
Sample ID 01-01 Description 2nd Floor - Ladies Bathroom - Ceramic Wall Tile
032316181-0001 Homogeneity Homogeneous
PLM NYS 198.1 Friable White/ Green None Detected12/17/2023 65.00%
35.00%
Non-fibrous (other)
Quartz
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Not Analyzed
TEM NYS 198.4 NOB Not Analyzed
Sample ID 01-02 Description 2nd Floor - Mens Bathroom - Ceramic Wall Tile
032316181-0002 Homogeneity Homogeneous
PLM NYS 198.1 Friable White None Detected12/17/2023 35.00%
65.00%
Non-fibrous (other)
Quartz
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Not Analyzed
TEM NYS 198.4 NOB Not Analyzed
Sample ID 02-01 Description 2nd Floor - Ladies Bathroom - Ceramic Wall Tile Grout
032316181-0003 Homogeneity Homogeneous
PLM NYS 198.1 Friable White None Detected12/17/2023 25.00%
30.00%
45.00%
Ca Carbonate
Non-fibrous (other)
Quartz
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Not Analyzed
TEM NYS 198.4 NOB Not Analyzed
Sample ID 02-02 Description 2nd Floor - Mens Bathroom - Ceramic Wall Tile Grout
032316181-0004 Homogeneity Homogeneous
PLM NYS 198.1 Friable White None Detected12/17/2023 60.00%
40.00%
Ca Carbonate
Non-fibrous (other)
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Not Analyzed
TEM NYS 198.4 NOB Not Analyzed
Sample ID 03-01 Description 2nd Floor - Ladies Bathroom - Ceramic Wall Tile Mortar
032316181-0005 Homogeneity Homogeneous
PLM NYS 198.1 Friable Gray None Detected12/17/2023 35.00%
20.00%
45.00%
Ca Carbonate
Non-fibrous (other)
Quartz
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Not Analyzed
TEM NYS 198.4 NOB Not Analyzed
Initial report from: 12/17/2023 21:15:32
Page 1 of 4ASB_198x_0009_0001 Printed 12/17/2023 9:15:34PM
EMSL Analytical, Inc.
10-39 45th Road Long Island City, NY 11101
Tel/Fax: (212) 290-0051 / (212) 290-0058
http://www.EMSL.com / manhattanlab@emsl.com
032316181EMSL Order:
Customer ID: ALPI50
Customer PO:
Project ID:
Test Report:Asbestos Analysis of Bulk Material
Test Color
Analyzed
Date Fibrous Non-Fibrous Asbestos
Non-Asbestos
Sample ID 03-02 Description 2nd Floor - Mens Bathroom - Ceramic Wall Tile Mortar
032316181-0006 Homogeneity Homogeneous
PLM NYS 198.1 Friable Gray None Detected12/17/2023 35.00%
10.00%
55.00%
Ca Carbonate
Non-fibrous (other)
Quartz
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Not Analyzed
TEM NYS 198.4 NOB Not Analyzed
Sample ID 04-01 Description 2nd Floor - Ladies Bathroom - Ceramic Wall Tile
032316181-0007 Homogeneity Homogeneous
PLM NYS 198.1 Friable Green None Detected12/17/2023 75.00%
25.00%
Non-fibrous (other)
Quartz
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Not Analyzed
TEM NYS 198.4 NOB Not Analyzed
Sample ID 04-02 Description 2nd Floor - Mens Bathroom - Ceramic Wall Tile
032316181-0008 Homogeneity Homogeneous
PLM NYS 198.1 Friable Tan None Detected12/17/2023 90.00%
10.00%
Non-fibrous (other)
Quartz
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Not Analyzed
TEM NYS 198.4 NOB Not Analyzed
Sample ID 05-01 Description 2nd Floor - Ladies Bathroom - Ceramic Wall Tile Grout
032316181-0009 Homogeneity Homogeneous
PLM NYS 198.1 Friable Gray None Detected12/17/2023 20.00%
30.00%
50.00%
Ca Carbonate
Non-fibrous (other)
Quartz
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Not Analyzed
TEM NYS 198.4 NOB Not Analyzed
Sample ID 05-02 Description 2nd Floor - Mens Bathroom - Ceramic Wall Tile Grout
032316181-0010 Homogeneity Homogeneous
PLM NYS 198.1 Friable Gray None Detected12/17/2023 25.00%
10.00%
65.00%
Ca Carbonate
Non-fibrous (other)
Quartz
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Not Analyzed
TEM NYS 198.4 NOB Not Analyzed
Initial report from: 12/17/2023 21:15:32
Page 2 of 4ASB_198x_0009_0001 Printed 12/17/2023 9:15:34PM
EMSL Analytical, Inc.
10-39 45th Road Long Island City, NY 11101
Tel/Fax: (212) 290-0051 / (212) 290-0058
http://www.EMSL.com / manhattanlab@emsl.com
032316181EMSL Order:
Customer ID: ALPI50
Customer PO:
Project ID:
Test Report:Asbestos Analysis of Bulk Material
Test Color
Analyzed
Date Fibrous Non-Fibrous Asbestos
Non-Asbestos
Sample ID 06-01 Description 2nd Floor - Ladies Bathroom - Ceramic Wall Tile Mortar
032316181-0011 Homogeneity Homogeneous
PLM NYS 198.1 Friable Gray None Detected12/17/2023 30.00%
20.00%
50.00%
Ca Carbonate
Non-fibrous (other)
Quartz
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Not Analyzed
TEM NYS 198.4 NOB Not Analyzed
Sample ID 06-02 Description 2nd Floor - Mens Bathroom - Ceramic Wall Tile Mortar
032316181-0012 Homogeneity Homogeneous
PLM NYS 198.1 Friable Gray None Detected12/17/2023 22.00%
3.00%
10.00%
65.00%
Ca Carbonate
Mica
Non-fibrous (other)
Quartz
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Not Analyzed
TEM NYS 198.4 NOB Not Analyzed
Initial report from: 12/17/2023 21:15:32
Page 3 of 4ASB_198x_0009_0001 Printed 12/17/2023 9:15:34PM
EMSL Analytical, Inc.
10-39 45th Road Long Island City, NY 11101
Tel/Fax: (212) 290-0051 / (212) 290-0058
http://www.EMSL.com / manhattanlab@emsl.com
032316181EMSL Order:
Customer ID: ALPI50
Customer PO:
Project ID:
Test Report:Asbestos Analysis of Bulk Material
The samples in this report were submitted to EMSL for analysis by Asbestos Analysis of Bulk Materials via NYS ELAP Approved Methods . The
reference number for these samples is the EMSL Order ID above . Please use this reference number when calling about these samples.
Report Comments:
Sample Receipt Date:
Analysis Completed Date:Analysis Completed Time:
Sample Receipt Time:12/16/2023 11:54 AM
12/17/2023 1:59 PM
Analyst(s):
Christopher Cernansky PLM NYS 198.1 Friable (6)Jessica Macdonald PLM NYS 198.1 Friable (6)
Samples reviewed and approved by:
Charles Johnson, Asbestos Laboratory Manager
or Other Approved Signatory
EMSL maintains liability limited to cost of analysis. Interpretation and use of test results are the responsibility of the client. This report relates only to the samples reported
above, and may not be reproduced, except in full, without written approval by EMSL. EMSL bears no responsibility for sample collection activities or analytical method
limitations. The report reflects the samples as received. Results are generated from the field sampling data (sampling volumes and areas, locations, etc.) provided by the client
on the Chain of Custody. Samples are within quality control criteria and met method specifications unless otherwise noted. Estimation of uncertainty available upon request.
This report is a summary of multiple methods of analysis, fully compliant reports are available upon request. All samples examined for the presence of vermiculite when
analyzed via NYS 198.1. A combination of PLM and TEM analysis may be necessary to ensure consistently reliable detection of asbestos . Polarized-light microscopy is not
consistently reliable in detecting asbestos in floor coverings and similar non-friable organically bound materials. This report must not be used to claim product endorsement by
NVLAP of any agency or the U.S. Government . Quantitative transmission electron microscopy is currently the only method that can be used to determine if this material can
be considered or treated as non-asbestos containing. NOB= Non friable organically bound; N/A= Not applicable VCM= Vermiculite containing material.
Samples analyzed by EMSL Analytical, Inc. Long Island City, NY NYS ELAP 11506, NVLAP Lab Code 101048-9
Initial report from: 12/17/2023 21:15:32
Page 4 of 4ASB_198x_0009_0001 Printed 12/17/2023 9:15:34PM
OrderID: 032316181
Page 1 Of 1
EMSL Analytical, Inc.
528 Mineola Avenue Carle Place, NY 11514
Tel/Fax: (516) 997-7251 / (516) 997-7528
http://www.EMSL.com / carleplacelab@emsl.com
062323839EMSL Order:
Customer ID: ALPI50
Customer PO:
Project ID:
Attention:Phone:Brian Gould (518) 250-4047
Fax:Alpine Environmental Services
Received Date:438 New Karner Road 12/28/2023 11:23 AM
Analysis Date:Albany, NY 12205 12/30/2023
Collected Date:12/27/2023
Project:696 Upper Glen Street, Queensbury, NY Project Number: 21-27316-A
Test Report:Asbestos Analysis of Bulk Material
Test Color
Analyzed
Date Fibrous Non-Fibrous Asbestos
Non-Asbestos
Sample ID 1-01 Description Second Floor: Office 218, North Wall - Drywall Joint Compound
062323839-0001 Homogeneity Homogeneous
PLM NYS 198.1 Friable Tan12/30/2023 None 78.00%
4.00%
15.90%
Ca Carbonate
Mica
Non-fibrous (other)
2.10% Chrysotile
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Not Analyzed
TEM NYS 198.4 NOB Not Analyzed
Sample ID 1-02 Description Second Floor: Lobby 217, South Wall - Drywall Joint Compound
062323839-0002 Homogeneity Homogeneous
PLM NYS 198.1 Friable Tan12/30/2023 None 77.00%
5.00%
15.70%
Ca Carbonate
Mica
Non-fibrous (other)
2.30% Chrysotile
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Not Analyzed
TEM NYS 198.4 NOB Not Analyzed
Sample ID 1-03 Description Second Floor: Storage 209, at Window - Drywall Joint Compound
062323839-0003 Homogeneity Heterogeneous
PLM NYS 198.1 Friable Gray/ White None Detected12/30/2023 3.00% Cellulose 70.00%
11.00%
7.00%
9.00%
Ca Carbonate
Gypsum
Mica
Non-fibrous (other)
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Not Analyzed
TEM NYS 198.4 NOB Not Analyzed
Initial report from: 01/02/2024 11:31:38
Page 1 of 2ASB_198x_0009_0001 Printed 1/2/2024 11:31:41AM
EMSL Analytical, Inc.
528 Mineola Avenue Carle Place, NY 11514
Tel/Fax: (516) 997-7251 / (516) 997-7528
http://www.EMSL.com / carleplacelab@emsl.com
062323839EMSL Order:
Customer ID: ALPI50
Customer PO:
Project ID:
Test Report:Asbestos Analysis of Bulk Material
The samples in this report were submitted to EMSL for analysis by Asbestos Analysis of Bulk Materials via NYS ELAP Approved Methods . The
reference number for these samples is the EMSL Order ID above . Please use this reference number when calling about these samples.
Report Comments:
Sample Receipt Date:
Analysis Completed Date:Analysis Completed Time:
Sample Receipt Time:12/29/2023 11:23 AM
12/30/2023 12:35 PM
Analyst(s):
Anthony Miraglia PLM NYS 198.1 Friable (3)
Samples reviewed and approved by:
Daniel Clarke, Asbestos Laboratory Manager
or Other Approved Signatory
EMSL maintains liability limited to cost of analysis. Interpretation and use of test results are the responsibility of the client. This report relates only to the samples reported
above, and may not be reproduced, except in full, without written approval by EMSL. EMSL bears no responsibility for sample collection activities or analytical method
limitations. The report reflects the samples as received. Results are generated from the field sampling data (sampling volumes and areas, locations, etc.) provided by the client
on the Chain of Custody. Samples are within quality control criteria and met method specifications unless otherwise noted. Estimation of uncertainty available upon request.
This report is a summary of multiple methods of analysis, fully compliant reports are available upon request. All samples examined for the presence of vermiculite when
analyzed via NYS 198.1. A combination of PLM and TEM analysis may be necessary to ensure consistently reliable detection of asbestos . Polarized-light microscopy is not
consistently reliable in detecting asbestos in floor coverings and similar non-friable organically bound materials. This report must not be used to claim product endorsement by
NVLAP of any agency or the U.S. Government . Quantitative transmission electron microscopy is currently the only method that can be used to determine if this material can
be considered or treated as non-asbestos containing. NOB= Non friable organically bound; N/A= Not applicable VCM= Vermiculite containing material.
Samples analyzed by EMSL Analytical, Inc. Carle Place, NY NYS ELAP 11469, NVLAP Lab Code 101048-10
Initial report from: 01/02/2024 11:31:38
Page 2 of 2ASB_198x_0009_0001 Printed 1/2/2024 11:31:41AM
OrderID: 062323839
Page 1 Of 1
EMSL Analytical, Inc.
528 Mineola Avenue Carle Place, NY 11514
Tel/Fax: (516) 997-7251 / (516) 997-7528
http://www.EMSL.com / carleplacelab@emsl.com
062323780EMSL Order:
Customer ID: ALPI50
Customer PO:
Project ID:
Attention:Phone:Brian Gould (518) 250-4047
Fax:Alpine Environmental Services
Received Date:438 New Karner Road 12/28/2023 11:23 AM
Analysis Date:Albany, NY 12205 12/29/2023 - 12/31/2023
Collected Date:12/27/2023
Project:696 Upper Glen Street, Queensbury, New York #23-27316-A
Test Report:Asbestos Analysis of Bulk Material
Test Color
Analyzed
Date Fibrous Non-Fibrous Asbestos
Non-Asbestos
Sample ID 2-01 Description Second Floor: Employee Lounge Under 12" Floor Tile - Mastic
062323780-0001 Homogeneity Heterogeneous
PLM NYS 198.1 Friable Not Analyzed
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Gray/ Black12/29/2023 None 100.00% Other Inconclusive : <1% Chrysotile
TEM NYS 198.4 NOB Gray/ Black12/31/2023 None 100.00% Other <1% Chrysotile
Sample ID 2-02 Description Second Floor: Employee Lounge Under 12" Floor Tile - Mastic
062323780-0002 Homogeneity Heterogeneous
PLM NYS 198.1 Friable Not Analyzed
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Gray/ Black12/29/2023 None 100.00% Other Inconclusive : <1% Chrysotile
TEM NYS 198.4 NOB Gray/ Black12/31/2023 None 100.00% Other <1% Chrysotile
Sample ID 3-01 Description Second Floor: Employee Lounge 219 - 12" Floor Tile
062323780-0003 Homogeneity Heterogeneous
PLM NYS 198.1 Friable Not Analyzed
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Gray Inconclusive: None Detected12/29/2023 100.00% Other
TEM NYS 198.4 NOB Gray None Detected12/31/2023 100.00% Other
Sample ID 3-02 Description Second Floor: Employee Lounge 219 - 12" Floor Tile
062323780-0004 Homogeneity Heterogeneous
PLM NYS 198.1 Friable Not Analyzed
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Gray Inconclusive: None Detected12/29/2023 100.00% Other
TEM NYS 198.4 NOB Gray None Detected12/31/2023 100.00% Other
Sample ID 4-01 Description Second Floor: Office 218, Under Carpet - Mastic
062323780-0005 Homogeneity Heterogeneous
PLM NYS 198.1 Friable Not Analyzed
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Brown/ Black12/29/2023 None 96.80% Other 3.20% Chrysotile
TEM NYS 198.4 NOB Not Analyzed
Initial report from: 12/31/2023 01:20:11
Page 1 of 3ASB_198x_0009_0001 Printed 1/2/2024 9:46:32AM
EMSL Analytical, Inc.
528 Mineola Avenue Carle Place, NY 11514
Tel/Fax: (516) 997-7251 / (516) 997-7528
http://www.EMSL.com / carleplacelab@emsl.com
062323780EMSL Order:
Customer ID: ALPI50
Customer PO:
Project ID:
Test Report:Asbestos Analysis of Bulk Material
Test Color
Analyzed
Date Fibrous Non-Fibrous Asbestos
Non-Asbestos
Sample ID 4-02 Description Second Floor: Office 218, Under Carpet - Mastic
062323780-0006 Homogeneity
PLM NYS 198.1 Friable Not Analyzed
PLM NYS 198.6 VCM Not Analyzed
PLM NYS 198.6 NOB Positive Stop (Not Analyzed)12/29/2023
TEM NYS 198.4 NOB Not Analyzed
Initial report from: 12/31/2023 01:20:11
Page 2 of 3ASB_198x_0009_0001 Printed 1/2/2024 9:46:32AM
EMSL Analytical, Inc.
528 Mineola Avenue Carle Place, NY 11514
Tel/Fax: (516) 997-7251 / (516) 997-7528
http://www.EMSL.com / carleplacelab@emsl.com
062323780EMSL Order:
Customer ID: ALPI50
Customer PO:
Project ID:
Test Report:Asbestos Analysis of Bulk Material
The samples in this report were submitted to EMSL for analysis by Asbestos Analysis of Bulk Materials via NYS ELAP Approved Methods . The
reference number for these samples is the EMSL Order ID above . Please use this reference number when calling about these samples.
Report Comments:
Sample Receipt Date:
Analysis Completed Date:Analysis Completed Time:
Sample Receipt Time:12/28/2023 11:23 AM
12/29/2023 4:04 PM
Analyst(s):
April Schmuck PLM NYS 198.6 NOB (5)Ricky Calzolano TEM NYS 198.4 NOB (4)
Samples reviewed and approved by:
Daniel Clarke, Asbestos Laboratory Manager
or Other Approved Signatory
EMSL maintains liability limited to cost of analysis. Interpretation and use of test results are the responsibility of the client. This report relates only to the samples reported
above, and may not be reproduced, except in full, without written approval by EMSL. EMSL bears no responsibility for sample collection activities or analytical method
limitations. The report reflects the samples as received. Results are generated from the field sampling data (sampling volumes and areas, locations, etc.) provided by the client
on the Chain of Custody. Samples are within quality control criteria and met method specifications unless otherwise noted. Estimation of uncertainty available upon request.
This report is a summary of multiple methods of analysis, fully compliant reports are available upon request. All samples examined for the presence of vermiculite when
analyzed via NYS 198.1. A combination of PLM and TEM analysis may be necessary to ensure consistently reliable detection of asbestos . Polarized-light microscopy is not
consistently reliable in detecting asbestos in floor coverings and similar non-friable organically bound materials. This report must not be used to claim product endorsement by
NVLAP of any agency or the U.S. Government . Quantitative transmission electron microscopy is currently the only method that can be used to determine if this material can
be considered or treated as non-asbestos containing. NOB= Non friable organically bound; N/A= Not applicable VCM= Vermiculite containing material.
Samples analyzed by EMSL Analytical, Inc. Carle Place, NY NYS ELAP 11469, NVLAP Lab Code 101048-10
Initial report from: 12/31/2023 01:20:11
Page 3 of 3ASB_198x_0009_0001 Printed 1/2/2024 9:46:32AM
OrderID: 062323780
Page 1 Of 1
Client Sample Description ConcentrationLab ID Analyzed
Lead
Collected
EMSL Analytical, Inc.
528 Mineola Avenue, Carle Place, NY 11514
Phone/Fax:(516) 997-7251 / (516) 997-7528
http://www.EMSL.com carleplacelab@emsl.com
Attn:Brian Gould
Alpine Environmental Services
438 New Karner Road
Albany, NY 12205
Received:8/24/2022 10:17 AM
696 Upper Glen Street, Queensbury New York, #: 21-27316-A
Fax:
Phone:(518) 250-4047
Project:
8/23/2022Collected:
Test Report: Lead in Paint Chips by Flame AAS (SW 846 3051A/7000B)*
062218327
CustomerID:ALPI50
CustomerPO:
ProjectID:
EMSL Order:
Site: First Floor: Teller Area on Beam Above Ceiling
062218327-000101 63% wt8/24/20228/23/2022
Site: First Floor: Rear Stair on Plaster Wall
062218327-000202 0.013% wt8/24/20228/23/2022
Site: Second Floor: Rear Hall: On Plaster Hall
062218327-000303 0.091% wt8/24/20228/23/2022
Site: Second Floor: Retention Room: at Window
062218327-000404 0.089% wt8/24/20228/23/2022
Page 1 of 1
Dominique Iaccarino, Chemistry Lab Manager
or other approved signatory
Test Report ChmSnglePrm/nQC-7.32.3 Printed: 8/25/2022 8:23:38 AM
EMSL maintains liability limited to cost of analysis. Interpretation and use of test results are the responsibility of the client. This report relates only to the samples reported above, and may not be
reproduced, except in full, without written approval by EMSL. EMSL bears no responsibility for sample collection activities or analytical method limitations. The report reflects the samples as received.
Results are generated from the field sampling data (sampling volumes and areas, locations, etc.) provided by the client on the Chain of Custody. Samples are within quality control criteria and met method
specifications unless otherwise noted.
Analysis following Lead in Paint by EMSL SOP/Determination of Environmental Lead by FLAA. Reporting limit is 0.008% wt. based on the minimum sample weight per our SOP. "<" (less than) result
signifies the analyte was not detected at or above the reporting limit. Measurement of uncertainty is available upon request. Definitions of modifications are available upon request.
Samples analyzed by EMSL Analytical, Inc. Carle Place, NY Lab ID 102344 is accredited by AIHA LAP, LLC in the env. accreditation program for Lead in Paint, CT PH-0249, NYS ELAP 11469, CA 2339
Initial report from 08/25/2022 08:23:38
OrderID: 062218327
Page 1 Of 1
DIVISION OF SAFETY & HEALTH LICENSE AND CERTIFICATE UNIT,STATE OFFICE CAMPUS,BLDG.12,ALBANY,NY 12226
ASBESTOS HANDLING LICENSE
Alpine Environmental Services, Inc.
438 New Karner Road, Albany, NY, 12205
This license has been issued in accordance with applicable provisions of Article 30 of the Labor Law of New York State and of the New York State
Codes, Rules and Regulations (12 NYCRR Part 56). It is subject to suspension or revocation for a (1) serious violation of state, federal or local
laws with regard to the conduct of an asbestos project, or (2) demonstrated lack of responsibility in the conduct of any job involving asbestos or
asbestos material.
This license is valid only for the contractor named above and this license or a photocopy must be prominently displayed at the asbestos project
worksite. This license verifies that all persons employed by the licensee on an asbestos project in New York State have been issued an Asbestos
Certificate, appropriate for the type of work they perform, by the New York State Department of Labor.
Amy Phillips, Director
For the Commissioner of Labor
SH 432 (12/21)
License Number:
License Class:
Date of Issue:
Expiration Date:
Duly Authorized Representative:
29095
RESTRICTED
07/19/2023
08/31/2024
Craig Petreikis
is hereby APPROVED as an Environmental Laboratory for the category
ENVIRONMENTAL ANALYSES SOLID AND HAZARDOUS WASTE
All approved subcategories and/or analytes are listed below:
CERTIFICATE OF APPROVAL FOR LABORATORY SERVICE
Issued in accordance with and pursuant to section 502 Public Health Law of New York State
MR. DANIEL CLARKE
EMSL ANALYTICAL, INC.
528 MINEOLA AVE.
CARLE PLACE, NY 11514
NY Lab Id No: 11469
NEW YORK STATE DEPARTMENT OF HEALTH
WADSWORTH CENTER
Expires
Issued
Revised
12:01 AM April 01, 2024
April 01, 2022
March 30, 2023
Miscellaneous
Asbestos in Friable Material Item 198.1 of Manual
EPA 600/M4/82/020
Asbestos in Non-Friable Material-PLM Item 198.6 of Manual (NOB by PLM)
Asbestos in Non-Friable Material-TEM Item 198.4 of Manual
Asbestos-Vermiculite-Containing MaterialItem 198.8 of Manual
Lead in Dust Wipes EPA 7000B
Lead in Paint EPA 7000B
Sample Preparation Methods
EPA 3051A
Serial No.: 66399
Property of the New York State Department of Health. Certificates are valid only at the address shown and must be
conspicuously posted by the laboratory. Continued accreditation depends on the laboratory's successful ongoing
participation in the Program. Consumers may verify a laboratory's accreditation status online
at https://apps.health.ny.gov/pubdoh/applinks/wc/elappublicweb/, by phone (518) 485-5570 or by email to elap@health.ny.gov.
Page 1 of 1
is hereby APPROVED as an Environmental Laboratory for the category
ENVIRONMENTAL ANALYSES SOLID AND HAZARDOUS WASTE
All approved subcategories and/or analytes are listed below:
CERTIFICATE OF APPROVAL FOR LABORATORY SERVICE
Issued in accordance with and pursuant to section 502 Public Health Law of New York State
MR. CHRISTOPHER FLEMING
EMSL ANALYTICAL, INC. - SYRACUSE, NY
6838 ELLICOT DRIVE SUITE 1A
EAST SYRACUSE, NY 13057
NY Lab Id No: 12145
NEW YORK STATE DEPARTMENT OF HEALTH
WADSWORTH CENTER
Expires
Issued
Revised
12:01 AM April 01, 2024
April 01, 2022
March 30, 2023
Miscellaneous
Asbestos in Friable Material Item 198.1 of Manual
Asbestos in Non-Friable Material-PLM Item 198.6 of Manual (NOB by PLM)
Asbestos in Non-Friable Material-TEM Item 198.4 of Manual
Serial No.: 66803
Property of the New York State Department of Health. Certificates are valid only at the address shown and must be
conspicuously posted by the laboratory. Continued accreditation depends on the laboratory's successful ongoing
participation in the Program. Consumers may verify a laboratory's accreditation status online
at https://apps.health.ny.gov/pubdoh/applinks/wc/elappublicweb/, by phone (518) 485-5570 or by email to elap@health.ny.gov.
Page 1 of 1
is hereby APPROVED as an Environmental Laboratory for the category
ENVIRONMENTAL ANALYSES SOLID AND HAZARDOUS WASTE
All approved subcategories and/or analytes are listed below:
CERTIFICATE OF APPROVAL FOR LABORATORY SERVICE
Issued in accordance with and pursuant to section 502 Public Health Law of New York State
MR. CHARLES JOHNSON
EMSL ANALYTICAL, INC
10-39 45TH ROAD
LONG ISLAND CITY, NY 11101
NY Lab Id No: 11506
NEW YORK STATE DEPARTMENT OF HEALTH
WADSWORTH CENTER
Expires
Issued
Revised
12:01 AM April 01, 2024
April 01, 2022
March 30, 2023
Miscellaneous
Asbestos in Friable Material Item 198.1 of Manual
EPA 600/M4/82/020
Asbestos in Non-Friable Material-PLM Item 198.6 of Manual (NOB by PLM)
Asbestos in Non-Friable Material-TEM Item 198.4 of Manual
Asbestos-Vermiculite-Containing MaterialItem 198.8 of Manual
Serial No.: 66413
Property of the New York State Department of Health. Certificates are valid only at the address shown and must be
conspicuously posted by the laboratory. Continued accreditation depends on the laboratory's successful ongoing
participation in the Program. Consumers may verify a laboratory's accreditation status online
at https://apps.health.ny.gov/pubdoh/applinks/wc/elappublicweb/, by phone (518) 485-5570 or by email to elap@health.ny.gov.
Page 1 of 1
Glens Falls National Bank
Queensbury Branch Renovation
Structural Calculations For
Renovation
Prepared By:
SRA Engineers
Evergreen Professional Park
453 Dixon Road, Ste. 7, Bldg. 3
Queensbury, NY 12804
Client:
Oldenquist Design
15 Dixon Ct.
Queensbury, NY 12804
Shaun M. Rivers, Principal
NYSPE # 066587
TABLE OF CONTENTS
Phase 1: Cash Box Support Pages 1 - 9
Exist. CMU Wall Removal & Brick Re-support Pages 10 - 18
Exist. Roof & Floor Joists w/ Condensers,
Heat Pumps & ERVs Pages 19 - 24
Foundation Underpin @ Geothermal Pipes Page 25
John O’Brien, Director February 23rd, 2024
Town of Queensbury SRA Job # 22-028
Buildings & Code Enforcement
742 Bay Rd.
Queensbury, NY 12804
RE: Glens Falls National Bank: Queensbury Branch Renovation
Dear Mr. O’Brien,
We have been retained by Oldenquist Design of Queensbury, NY to provide structural
engineering services for the design of the renovation of the Glens Falls National Bank,
Queensbury Branch located at 696 Upper Glen Street in the Town of Queensbury. As part of
our services, we will perform periodic construction site visits to review the construction for
conformity with the construction documents. We will also review construction inspection
reports, prepared by others, for conformance with the project specifications and drawings.
If you have any questions, please contact the undersigned at (518) 761-0417.
Sincerely,
Shaun M. Rivers, PE Ted Prime, PE
Principal Lead Project Engineer
2'-10"
812"
9"9"
2'-10"2'-10"
1'
-
0
"
1'
-
0
"
1'
-
0
"
1'-0"1'-0"
1'
-
0
"
1'
-
0
"
1'-0"1'-0"
1'-0"
B
-C
D
1'-2"4'-6"
4'
-
7
"
9'-2"
11"
2'
-
1
1
"
9'-1112"
2'
-
5
"
5'
-
5
"
2'-3"
A
G
H
3'
-
1
0
"
I
E
3'
-
0
"
3'
-
0
"
2" CLR
3'
-
6
"
3'
-
6
"
3'
-
0
"
3'
-
0
"
3'
-
0
"
3'
-
6
"
4"
T
Y
P
3'
-
6
"
3'
-
0
"
2'
-
1
0
"
2'
-
1
0
"
2'
-
1
0
"
2'
-
1
0
"
2'
-
1
0
"
2'
-
1
0
"
2'
-
1
0
"
3'
-
6
"
4'
-
0
"
4"
4'
-
0
"
F
3'
-
0
"
3'
-
6
"
3'
-
0
"
2"
3"
3"
212"
3"
4"
3"
214"
114"
214"
6"
512"312"
214"
512"
312"
4"
6"
114"
A-700
A2203
1-30-24
AS NOTED
BID SET
THIS DOCUMENT CONTAINS COPYRIGHTED MATERIAL
BELONGING TO OLDENQUIST DESIGN. UNAUTHORIZED
USE, DISSEMINATION, OR DUPLICATION OF THESE
DRAWINGS MAY RESULT IN LIABILITY UNDER
APPLICABLE LAWS.
RA
I
L
I
N
G
D
E
T
A
I
L
S
Glens Falls
National Bank
696 Upper Glen St.
Queensbury, NY
RAILING DEMOLITION1
-3/8" = 1'-0"
RAILING PLAN2
-3/8" = 1'-0"
RAILING AND GUARD RAIL ELEVATIONS4
-3/8" = 1'-0"
WALL HAND RAIL ELEVATION5
-3/8" = 1'-0"
PARTIAL RAILING PLAN @ 2ND FL3
-3/8" = 1'-0"
ELEVATION A ELEVATION B
ELEVATION C
ELEVATION D ELEVATION FELEVATION E
ELEVATION G
ELEVATION H
ELEVATION I
STAINED HDWD RAILING
TOP AND HANDRAILS,
COORDINATE FINISH
COLOR W/ ARCH, TYP
STAINLESS STL
HANDRAIL BRACKET
AT WALLS
STAINLESS STL
GUARDRAIL POST,
TYP
STAINLESS STL
HANDRAIL BRACKET
AT GUARDRAIL POSTS
WELD POSTS TO
ATTACHMENT PLATES
ATTACHMENT PLATE
AT EXISTING STAIR
STRINGERSTL. STL.
ATTACHMENT PLATE
AT FLOOR AT BOTTOM
OF STAIRS
MECH FASTENERS W/
STAINLESS STL CAPS,
TYP
MECH FASTENERS
EPOXY EMBEDDED
AT FLOOR, W/ ST.
STL CAPS
1/4-INCH STAINLESS STEEL STRAND
CABLE, TYPE 316; HOLD IN TENSION
USING STAINLESS STL RECEIVERS
AND SPACERS
MAINTAIN LESS THAN
4-INCH SPACING BETWEEN
CABLES
MAINTAIN LESS THAN 6-INCH
SPACE BETWEEN CABLES
AND TREADS/RISERS OR
STRINGER AT TOP AND
BOTTOM OF STAIR FLIGHTS
STAINLESS STL GUARD RAIL POST
MOUNTED TO EXISTING STAIR
STRINGER.
RAILING DETAILS6
-1-1/2" = 1'-0"
RAILING NOTES
PAINT EXIST.
STL. STRINGER
@ WALL, TYP
PAINT ALL EXPOSED SURFACES OF
EXIST. STL STRINGERS AND STAIR
FRAMING, TYP
LINE OF FLOOR
BEYOND
STAINED WOOD HANDRAILS AT
STAIR RUNS MOUNTED TO WALLS
ON STAINLESS STL BRACKETS, TYP
HANDRAIL EXTENSIONS PER
ADA, TOP AND BOTTOM OF
STAIR RUNS, TYP
1. GUARDRAIL FABRICATION MAY BE BY A RAILING MANUFACTURER OR SHOP FABRICATED.
HOWEVER, IN BOTH CASES SUBMIT SHOP DRAWINGS THAT HAVE BEEN DESIGNED AND STAMPED
BY A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF NEW YORK.
2. DESIGN GUARDRAILS TO WITHSTAND LOADS OF 50 LBS/LINEAR FOOT AND CONCENTRATED LOADS
OF 200 LBS.
3. GUARDRAIL POST AND HANDRAIL BRACKET SPACING IS CONCEPTUAL. ACTUAL SPACING SHALL BE
DESIGNED BY RAILING FABRICATOR, WITH AN EFFORT MADE TO FOLLOW THE CONCEPTUAL
SPACING SHOWN.
4. TREAD DEPTH AND RISER HEIGHT ARE EXISTING.
5. OPEN SIDES OF STAIRS WITH A TOTAL RISE OF MORE THAN 30 INCHES ABOVE THE FLOOR OR
GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 42 INCHES IN HEIGHT MEASURED
VERTICALLY FROM THE NOSING OF THE TREADS.
6. REQUIRED GUARDS ON OPEN SIDES OF STAIRWAYS AND RAISED FLOOR SURFACES SHALL HAVE
INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES THAT DO NOT ALLOW THE PASSAGE OF A
SPHERE 4 INCHES OR MORE IN DIAMETER.
7. HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH STAIRWAY WITH TWO OR MORE
RISERS. HANDRAIL HEIGHT, MEASURED ABOVE THE TREAD NOSINGS, SHALL BE NOT LESS THAN
34 INCHES AND NOT MORE THAN 38 INCHES. ALL REQUIRED HANDRAILS SHALL BE CONTINUOUS
THE FULL LENGTH OF THE STAIRS FROM A POINT DIRECTLY ABOVE THE TOP RISER OF A FLIGHT
TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT.
8. EXTEND HANDRAILS HORIZONTALLY 12" BEYOND LAST RISER 12", PER ADA. ENDS OF RAILING
EXTENSIONS SHALL RETURN ON THEMSELVES, A NEWEL POST, OR INTO A WALL, WITH NO
EXPOSED EXTENSIONS.
9. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1 1/2 INCHES
BETWEEN THE WALL AND THE HANDRAIL.
STAINLESS STEEL POST AND CABLE RAIL
SYSTEM, MECHANICALLY FASTENED WITH
STAINLESS STEEL BRACKETS TO EXISTING
STEEL STAIR STRINGER, TYP
STAINED WOOD GUARDRAIL CAP, TYP
STAINED WOOD HANDRAILS AT STAIR RUNS,
ATTACHED TO GUARDRAIL POSTS W/
STAINLESS STEEL BRACKETS, TYP
LINE OF STAIRS
BEYOND
EXIST.
STRINGER
EXIST.
STRINGER,
TYP
EXIST. STRINGER, TYP
LINE OF GUARDRAIL CAP ABOVE
GUARDRAIL POST
ATTACHMENT PLATE
3/8" STAND-OFFS
EXIST. STRINGER
HANDRAIL BRACKET
WOOD HANDRAIL
TYP
HANDRAIL
TYP GUARDRAIL ABOVE
HANDRAIL, DASHED FOR
CLARITY
EXIST. STRINGER, TYP
REMOVE POSTS COMPLETELY,
REPAIR/GRIND STRINGER
SMOOTH
REMOVE GUARDRAIL/RAILING
PANELS, TYP
REMOVE WALL-MOUNTED
HANDRAILS, TYP
GUARDRAIL AT TOP
OF STAIRS,
ATTACHMENT POSTS
NOT SHOWN FOR
CLARITY
5
5: BUILDING DEPT.
RESPONSE 2-27-24
12'-0"
21
'
-
0
"
10
'
-
1
1
"
11'-6"11'-5"7'-0"11'-10"
11'-111 2"
10
'
-
8
"
10
'
-
8
"
8'-10"
4'-9"
7'-6"5'-41 2"
6'
-
6
"
5'
-
6
1
2"
1'
-
6
"
CL
R
13'-31 2"
3'
-
4
"
11
'
-
1
0
"
11
'
-
1
0
"
5'-61 2"
11'-01 2"
3'-4"
CLR
14
'
-
0
"
6'-8"
8'-91 2"
5'
-
4
1
2"
135°
135°
115A
101B
117A
114A
113A
120A
123A 122A
118A
102A
112A110A109A
108A
106A
105A
104A
103A
121A
5'
-
1
0
"
5'
-
1
0
"
2'-10"
119A
9'
-
8
1
2"
5'-4"6'-6"
5'-4"
5'
-
9
"
5'
-
3
"
1'
-
7
"
1
ST
1
ST OPP.
HAND
4
ST
4
ST
1
ST OPP.
HAND
2
ST
2
ST
3 ST
ALIGN
11
'
-
8
"
101A
5
ST
5
ST
5ST
ALIGN
7'-11"
125A
A
A
A
AA
A
A
A A A C
A A A
C
ALIGN
B1
A
A
A
A
A
A
A1
A1
A
A
A
A
A
B1
B1 B
G
A
B1
B1
A
A
A
29
'
-
9
"
A
A
9'
-
6
1
2"
1'
-
4
"
AL
I
G
N
E
E
E
E
E
E
E
E1
E
1'
-
6
"
12"
CLR
H2O
20'-0"
G
G G
107A
WINDOW
TYPE 2
WINDOW
TYPE 2
WINDOW
TYPE 2
WINDOW
TYPE 2
WINDOW
TYPE 2
WINDOW
TYPE 2
WINDOW
TYPE 1
WINDOW
TYPE 1
WINDOW
TYPE 1
WINDOW
TYPE 1
WINDOW
TYPE 1
WINDOW
TYPE 1
115B
6'
-
6
1
2"
4'-91 2"
G
G
A
A
G
G
1'
-
1
0
"
1'-0"
19'-7"12'-11"3'-7"18'-0"
54'-0"
15
'
-
4
"
16
'
-
0
"
41
'
-
0
"
20'-3"
36
'
-
1
1
"
64'-0"10'-4"
17
'
-
0
"
1'-31 2"
1'
-
1
1
"
A-100
A2203
AS NOTED
BID SET
THIS DOCUMENT CONTAINS COPYRIGHTED MATERIAL
BELONGING TO OLDENQUIST DESIGN. UNAUTHORIZED
USE, DISSEMINATION, OR DUPLICATION OF THESE
DRAWINGS MAY RESULT IN LIABILITY UNDER
APPLICABLE LAWS.
FI
R
S
T
F
L
O
O
R
P
L
A
N
Glens Falls
National Bank
696 Upper Glen St.
Queensbury, NY
FIRST FLOOR1
-1/4"=1'-0"
EXISTING NIGHT DROP
TO REMAIN, PROTECT
DURING CONSTRUCTION
NEW STEEL BEAM ABOVE CLG,
SEE STRUCTURAL DRAWINGS
4
A500
8
A500
A401
PAD OUT WALL TO MATCH
ADJACENT WALL THICKNESS
3/4", 8'-0" HIGH F.R. PLYWD
SHEETS, CENTERED VERTICALLY
AND ON ALL WALLS
KEY
LINE OF ETR SILL
BELOW NEW SILL, TYP
NEW SILL, TYP, SEE
A/501
NE
W
S
I
L
L
NEW SILL
NEW SILL
NEW SILL
NEW SILL
NE
W
S
I
L
L
LOBBY
102
ATM TUBE,
COORDINATE
W/BANK'S VENDOR
CEILING
CLOUD ABOVE
COPY
AREA
111
TELLER LINE, SEE
CASEWORK DWGS
TELLER
AREA
101
COUPON RM.
119
CASEWORK
OPEN
STORAGE
124
SOFFIT ABOVE
LINE OF
SOFFIT ABOVE
NORTH
FRAMED CHASE TO
2ND FLOOR
3/4", 8'-0" HIGH F.R.
PLYWD SHEETS,
CENTERED VERTICALLY
ON ELEC. AREA WALLS
ELEC.
AREA
116
10"x10" CHASE TO
ABOVE CLG
RETENTION
& STORAGE
107
CONFERENCE
ROOM
106
STAFF
LOUNGE
108
OFFICE
109
OFFICE
110
OFFICE
112
OUTER
LOBBY
125
JAN. CL.
121
TOILET
RM
123
TOILET
RM
122
IT
120
OFFICE
114
OFFICE
113
HALL
118
MECHANICAL
RM
117
REAR
HALL
115
HALL
113
COUNTING
103
OFFICE
104
OFFICE
105
3
A900
10
A900
DRIVE-THOUGH
CASEWORK 2
DRIVE-THOUGH
CASEWORK 3
11
A900
DRIVE-THOUGH CASEWORK 1
1
A900
1
A901
2
A901
NEW RAILING
3
A901
4
A901
CASEWORK
CASEWORK
NE
W
S
I
L
L
NE
W
S
I
L
L
NE
W
S
I
L
L
9
A500
EXISTING VAULT
TYP @ ALL WINDOWS EXCEPT WEST WALL:
PROVIDE 1/2" GYP BD FINISH AT WINDOW
RETURNS, JAMBS AND HEAD. PATCH/REPAIR
EXISTING SURFACES AS REQ., SEE SHEET A/501
CONSTRUCTION NOTES
1. PROVIDE GYP BD FINISH AT WINDOW RETURNS AND HEADS, SEE A501.
PATCH/REPAIR EXISTING THE SUBSTRATE AS REQUIRED. PROVIDE LEVEL 4 FINISH
AND PAINT.
2. PATCH EXISTING HOLES IN CONCRETE FLOOR WHERE RADIATOR PIPING HAS
BEEN REMOVED AT PERIMETER WALLS. FINISH FLUSH WITH EXISTING FLOOR AND
READY TO RECEIVE FINISH.
2. INFILL TRENCHES IN CONCRETE FLOOR, REFER TO DEMOLITION PLANS AND
STRUCTURAL DRAWINGS FOR LOCATIONS. FINISH FLUSH WITH EXISTING FLOOR
AND READY TO RECEIVE FINISH.
3. PREPARE EXISTING FLOORS TO A SMOOTH FINISH READY TO RECEIVE FINISHES,
SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION.
INFILL CONSTRUCTION OPENING
BELOW WINDOW, SEE DETAIL
3/A501
NEW SILLNEW SILLNEW SILLNEW SILL
PAINT ETR
RAILINGS, TYP
ETR
LADDER
BANK EQUIPMENT, N.I.C., TYP
TYP OF
COLUMNS
REPLACE ELEVATOR
FLOORING
TOILET
ROOMS
CASEWORK
A700
3
A501
ETR
ELEV. MACHINE
ROOM, NO WORK
EQUIP, N.I.C.
NEW SLAB,
SEE STRUCTURAL
DWGS
8
A500
TYP,
U.N.O.
CASEWORK
12
A900
PREPARE ENTIRE WEST GYP BD.
WALL AND WINDOW RETURNS TO
LEVEL 4 FINISH, READY TO
RECEIVE PAINT
STAIR 1
218
STAIR 2
219
EXISTING WALL TO
UNDERSIDE OF DECK
FRAMED CHASE TO
2ND FL
STANDARDS AND SHELVING FULL
HT., SEE SPECS
PROVIDE "KNOX ELEVATOR
BOX," ALUMINUM FINSIH
PROVIDE KNOX BOX "3200
SERIES," ALUMINUM FINISH,
SURFACE MOUNTED
1-30-24
CONSTRUCTION
DEMISING WALL
BANK EMPLOYEE AND
CUSTOMER ACCESS &
EGRESS
CONTRACTOR ACCESS
AND EGRESS
FIRE-RATED PARTITION
MASONRY / CMU
WOOD STUD FRAMING
ETR CMU WALL
FIRE EXTUINGISHER
5: BUILDING DEPT.
RESPONSE 2-27-24
5
5
5
ADDENDUM # 4 2-26-24
4
4
209A
210A
212A
213A
214A
216A 205A
11'-2"
17
'
-
0
1
2"
10
'
-
3
"
3'
-
2
"
7'
-
1
"
3'-11"
4'
-
1
0
"
8'
-
2
"
3'-9"10'-6"
5'-5"15'-0"
9'
-
5
1
2"
10
'
-
1
1
"
5'
-
0
"
8'-7"
AL
I
G
N
1 ST
5'-71 2"
1'-4"
A2
A2
A
A
A
A A1
B
B
B1
G
E
E
E
E
E
E
E
E
EE1
B
B
A2
11
'
-
0
1
2"
4'
-
0
"
C
L
R
204A
207A
203A
5'
-
4
"
ALIGN D
D
D
D D
D
H2O
G
G
2
ST
7'
-
3
"
C
5
ST
1
ST
206A
11
'
-
5
"
9'
-
1
12"
10'-812"10'-5"
20'-81 2"
5'-9"A2
A2
A2
A2
A
C
3'-6"
202A
WINDOW
TYPE 4
WINDOW
TYPE 4
WINDOW
TYPE 4
WINDOW
TYPE 4
WINDOW
TYPE 4
WINDOW
TYPE 4
WINDOW
TYPE 4
WINDOW
TYPE 5
WINDOW
TYPE 5
WINDOW
TYPE 5
WINDOW
TYPE 5
WINDOW
TYPE 5
WINDOW
TYPE 5
WINDOW
TYPE 6
WINDOW
TYPE 6
WINDOW
TYPE 6
A2
A2
DC
17'-10"3'-91 2"11'-11"
7'
-
6
"
12
'
-
3
"
20'-5"11'-2"
11
'
-
6
"
20
'
-
6
"
20'-3"
35
'
-
2
"
64'-9"
4'-0"
1'
-
9
"
17'-912"
56
'
-
1
0
"
13
'
-
3
"
A2
G
202B
A-101
A2203
1-30-24
AS NOTED
BID SET
THIS DOCUMENT CONTAINS COPYRIGHTED MATERIAL
BELONGING TO OLDENQUIST DESIGN. UNAUTHORIZED
USE, DISSEMINATION, OR DUPLICATION OF THESE
DRAWINGS MAY RESULT IN LIABILITY UNDER
APPLICABLE LAWS.
SE
C
O
N
D
F
L
O
O
R
P
L
A
N
Glens Falls
National Bank
696 Upper Glen St.
Queensbury, NY
SECOND FLOOR1
-1/4"=1'-0"
6
A400
NE
W
S
I
L
L
LINE OF ETR SILL BELOW NEW SILL
NEW SILL, TYP, SEE 4 & 5 ON A501
NORTH
2ND FL
HALL
201
OFFICE
203
OFFICE
204
COPY/STORAGE
206
12" CLR
FRAMED CHASE TO
ROOF
MEN'S
213
JAN. CL.
214
WOMEN'S
216
STAFF
LOUNGE
217
OPEN OFFICE
AREA
202
OPEN OFFICE
AREA
202
MECHANICAL
ROOM
210
HALL
211
STORAGE
212
DATA CLOSET
209
OFFICE
207
CLOSET
215
STRIP WALL
COVERING, PREPARE,
& PAINT
KEY
CONSTRUCTION
DEMISING WALL
BANK EMPLOYEE AND
CUSTOMER ACCESS &
EGRESS
CONTRACTOR ACCESS
AND EGRESS
FIRE-RATED PARTITION
MASONRY / CMU
WOOD STUD FRAMING
ETR CMU WALL
5
A901
6
A901
7
A901
CASEWORK
CASEWORK
CASEWORK
INFILL EXIST O'PG,
APPROX 40"x48", SEE
DETAIL 3/A501
INFILL EXIST O'PG,
APPROX 40"x48", SEE
DETAIL 3/A501
NEW SILLETR SILL
NEW SILL NEW SILL
NEW SILL
NE
W
S
I
L
L
NEW SILL NEW SILL NEW SILL NEW SILL NEW SILL
NE
W
S
I
L
L
NE
W
S
I
L
L
ET
R
S
I
L
L
PAINT ETR
RAILINGS,
TYP
ETR ROOF
LADDER
INFILL SLAB ABOVE
(ROOF) @ OBSOLETE
MECHANICAL OPENING,
SSD
INFILL SLAB ABOVE
(ROOF) @ OBSOLETE
CHIMNEY OPENING,
SSD
A700
NE
W
S
I
L
L
NE
W
S
I
L
L
EQUIP, N.I.C.
CONSTRUCTION NOTES
1. PROVIDE GYP BD FINISH AT WINDOW RETURNS AND HEADS, SEE A501.
PATCH/REPAIR EXISTING THE SUBSTRATE AS REQUIRED. PROVIDE LEVEL 4 FINISH
AND PAINT.
2. PATCH EXISTING HOLES IN CONCRETE FLOOR WHERE RADIATOR PIPING HAS
BEEN REMOVED AT PERIMETER WALLS. FINISH FLUSH WITH EXISTING FLOOR AND
READY TO RECEIVE FINISH.
2. INFILL TRENCHES IN CONCRETE FLOOR, REFER TO DEMOLITION PLANS AND
STRUCTURAL DRAWINGS FOR LOCATIONS. FINISH FLUSH WITH EXISTING FLOOR
AND READY TO RECEIVE FINISH.
3. PREPARE EXISTING FLOORS TO A SMOOTH FINISH READY TO RECEIVE FINISHES,
SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION.
DUCT ENCLOSURE,
SEE MECH. DWGS.
PREPARE ENTIRE WEST GYP BD.
WALL AND WINDOW RETURNS TO
LEVEL 4 FINISH, READY TO
RECEIVE PAINT
CONFERENCE ROOM
205
STAIR 1
218
STAIR 2
219
ETR WALL
FINISH IN
STAIR
NE
W
S
I
L
L
EXISTING CMU WALL TERMINATES BELOW
EXISTING DECK; INFILL WALL WITH CMU
BLOCK AND FIRESAFING, SEE DETAIL 8/A500
EXIST. WALL TO
UNDERSIDE OF DECK
FRAMED CHASE TO
ROOF
HANGAR ROD AND
SHELF, SEE SPECS
STANDARDS AND SHELVING FULL HT.,
SEE SPECS
FIRE EXTUINGISHER
5: BUILDING DEPT.
RESPONSE 2-27-24
5
5
5
24'-7"11'-2"10'-5"
3'-6"
13
'
-
7
"
29'-31 2"
7'
-
0
"
10
'
-
1
"
6'-101 2"
TYPE 3
20
'
-
2
"
REF.
TYPE 3
20
'
-
2
"
21
'
-
0
"
5'
-
0
"
5'-0"
3'-4"
5'
-
9
"
PH-001
A2203
1-30-24
AS NOTED
BID SET
THIS DOCUMENT CONTAINS COPYRIGHTED MATERIAL
BELONGING TO OLDENQUIST DESIGN. UNAUTHORIZED
USE, DISSEMINATION, OR DUPLICATION OF THESE
DRAWINGS MAY RESULT IN LIABILITY UNDER
APPLICABLE LAWS.
CO
N
S
T
R
U
C
T
I
O
N
P
H
A
S
E
S
:
ON
E
A
N
D
T
W
O
Glens Falls
National Bank
696 Upper Glen St.
Queensbury, NY
1. ABATEMENT AND DEMOLITION OF ENTIRE SECOND FLOOR.
2. CMU WALLS EXISTING TO REMAIN UNLESS NOTED OTHERWISE.
3. EXISTING I.T. REMAINS IN PLACE THIS PHASE.
4. LEAVE EXISTING TOILET ROOM NEAR BACK STAIR AND EXISTING LOUNGE
COUNTER W/SINK IN PLACE TEMPORARILY FOR STAFF USE.
5. ELEVATOR REMOVALS, LOCK AT SECOND FLOOR DURING THIS PHASE.
6. REFER TO COMPLETE DEMOLITION PLAN D100.
1. CONSTRUCT SECOND FLOOR TEMPORARY BANK FACILITIES, SEE PH-002 FOR CASEWORK DRAWINGS
2. PROVIDE CONSTRUCTION DEMISING WALL.
3. INVILL BLOCK WALLS @ REAR STAIR TO DECK.
4. MAINTAIN 2ND FLOOR ACCESS TO REAR STAIRS.
5. PROVIDE TEMPORARY HEAT AND A/C TO SECOND FLOOR.
6. COORDINATE WITH AND PROVIDE ACCESS FOR OWNER'S I.T. AND SECURITY CONTRACTORS.
·SECOND FLOOR CLOSED TO THE PUBLIC
·NO WORK ON FIRST FLOOR DURING PHASE ONE.PHASE ONE
STORAGEOFFICE
CONFERENCE
ROOM
MECHANICAL
AND I.T.
LOBBY
4
3
2
1
COPY AREA
1. DEMO ALL OF 1ST FLOOR EXCEPT DRIVE-THROUGH, CASH ROOM, AND FRONT
LOBBY.
2. MAINTAIN OPEN PATH FROM 2ND FLOOR VIA BACK STAIRS TO DRIVE-THROUGH
AND VAULT.
3. PROVIDE DEMISING WALL AT DRIVE-THROUGH AND AND VAULT ACCESS.
PHASE TWO
VAULT
DRIVE-THROUGH
EXISTING
COUNTING RM.
MECHANICAL
·FIRST FLOOR CLOSED TO THE PUBLIC, BANK STAFF
REMAIN AT DRIVE-THROUGH; MAINTAIN VAULT ACCESS
·SECOND FLOOR TEMPORARY BANK OPEN TO THE PUBLIC,
ACCESS VIA LOBBY STAIRS OR ELEVATOR.
MEN'S
WOMEN'S
JAN.
CL.
OFFICEOFFICE
COUNTING
CONF.
ROOMSTORAGE
LOUNGE
FLEX
OFFICE
LOBBY
COPY
AREA
OFFICE
OFFICE
OFFICE
ENTRANCE
LOBBY
VAULT
DRIVE-THROUGH
EXISTING
COUNTING
MECHANICAL
TEMP.
NIGHT
DROP
1. RENOVATE REMAINING AREA OF 2ND FLOOR; CONSTRUCT 2ND FLOOR
BATHROOMS NEAR THE BEGINNING OF THE PHASE.
2. MAINTAIN OPEN PATH FROM 2ND FLOOR VIA BACK STAIRS TO
DRIVE-THROUGH AND VAULT.
3. SEE FINISH PLANS AND RCPS FOR COMPLETE 2ND FLOOR WORK.
1. CONSTRUCT NEW FIRST FLOOR, SEE COMPLETE DRAWINGS AND
SPECIFICATIONS.
ENTRANCE
LOBBY
TEMP.
NIGHT
DROP
CONTRACTOR
ACCESS
KEY
CONSTRUCTION
DEMISING WALL
BANK EMPLOYEE
AND CUSTOMER
ACCESS & EGRESS
CONTRACTOR
ACCESS AND
EGRESS
FIRE-RATED
PARTITION
TEMPORARY CONTRACTOR ACCESS
DOOR AT EXIST. WINDOW. REINSTALL
WINDOW AND REPAIR WITH MATCHING
BRICK AT CONCLUSION OF PHASE
TEMPORARY DEMISING
WALL 1, VERIFY EXACT
LOCATION THE FIELD
EXISTING
CMU WALL
TEMPORARY
CONSTRUCTION WALL
ELEV.
MACH.
RM.
ELEV.
MACH.
RM.
REMOVE CMU WALL
ETR CMU WALL
ETR CMU
WALLS
ETR CMU
WALL
ETR CMU
WALL
2ND FLOOR DEMOLITION1
-3/32" = 1'-0"
2ND FLOOR WORK2
-3/32" = 1'-0"
2ND FLOOR RCP4
-3/32" = 1'-0"
2ND FLOOR WORK5
-3/32" = 1'-0"
1ST FLOOR DEMOLITION6
-3/32" = 1'-0"
1ST FLOOR WORK7
-3/32" = 1'-0"
REMOVE ELEVATOR
FLOORING
TEMPORARY LOUNGE
PROVIDE
TEMP DRTEMPORARY DEMISING
WALL 2, FOR NEXT PHASE
2ND FLOOR FINISH PLAN3
-3/32" = 1'-0"
1
PH002
8
PH-002
OFFICE
OFFICE
CASEWORK
CASEWORK
REFER TO SHEETS A100,
A101 AND A500 FOR WALL
TYPES AND DETAILS
A2
A2
A2
A2
7ST
220A
221A
220
TELLER
AREA
221
CASH
BANK
EQUIPMENT,
N.I.C.
BANK
EQUIPMENT,
N.I.C.
1. REFER TO SHEET A800 FOR FINISH INFORMATION.
2. EXTEND FLOOR FINISHES UNDER CASEWORK.
3. PROVIDE NEW ELEVATOR FLOORING, OTHER FINISHES BY SEPARATE CONTRACTOR.
CASEWORK,
N.I.C.
CASEWORK,
N.I.C.
1. REFER TO ELECTRICAL DRAWINGS FOR LIGHTING AND POWER
SCOPE OF WORK.
2. PARTITION WALLS TERMINATE BELOW CEILING IN OPEN OFFICE
AREA.
ETR I.T. PANEL, THIS
PHASE, PROTECT
FROM DAMAGE
F
F
F
F
F
F
1ST FL VIGNETTE1.1
-3/32" = 1'-0"
NOTES:
1. REAR STAIR AND HALL ARE PART
OF PHASE ONE.
2. REFER TO SHEETS A100 FOR
WALL TYPES AND DETAILS.
3. REFER TO SECOND FLOOR PLAN
FOR OTHER DOOR NUMBERS.
ETR IN PHASE 1&2
COUNTER AND SINK,
PROTECT DURING
DEMOLITION
ETR IN PHASE 1&2 TOILET
ROOM AND SINK, PROTECT
DURING DEMOLITION
TEMPORARY HEATING AND COOLING
1. TEMPORARY HEATING AND COOLING WILL BE REQUIRED
DURING CERTAIN PHASES OF CONSTRUCTION.
2.PHASE 1: ALL THE SECOND-FLOOR MECHANICAL DUCTWORK
WILL BE REMOVED AS PART OF DEMOLITION. TEMPORARY
SECOND FLOOR HEATING AND COOLING AT CONTRACTOR'S
DISCRETION.
3. THE EXISTING FIRST-FLOOR HEATING AND COOLING WILL
REMAIN OPERATIONAL. PROVIDE TEMPORARY DUCTED FRESH
AIR IN THE FIRST-FLOOR MECHANICAL ROOM TO THE
EXISTING AIR-HANDLING UNIT DURING THIS PHASE.
4.PHASE 2: ON THE FINISHED/CUSTOMER SIDE OF THE
SECOND-FLOOR CONSTRUCTION DEMISING WALL,
CONTRACTOR MUST PROVIDE TEMPORARY ELECTRIC
HEATING AND COOLING TO MAINTAIN THE AREA AT 70
DEGREES.
5. TEMPORARY HEATING AND COOLING UNITS MUST BE AS
QUIET AS POSSIBLE AND PLACED SO THE SECOND-FLOOR
BANK LOBBY, TELLER AREA, AND OFFICES MAINTAIN A
PROFESSIONAL LOOK.
6. SALAMANDER HEATING UNITS IN THIS AREA ARE NOT
ACCEPTABLE.
7. EXISTING WINDOWS MAY BE TEMPORARILY REMOVED TO
ACCOMMODATE COOLING (“MOVE AND COOL”) UNITS. AT
WINDOWS WITH AIR-CONDITIONER EXHAUST VENTS, PROVIDE
FINISHED, PAINTED, WEATHER-TIGHT PANELS.
8. STAFF AND CUSTOMER CIRCULATION CANNOT BE
COMPROMISED BY THE PLACEMENT OF TEMPORARY UNITS.
9. TEMPORARY FLEX-DUCT ABOVE THE SECOND-FLOOR CEILING
TO DIFFUSORS IN THE FINISHED SPACES IS ACCEPTABLE.
10. TEMPORARY HEATING AND COOLING ON THE CONSTRUCTION
SIDE OF THE SECOND-FLOOR DEMISING WALL AT THE
CONTRACTOR'S DISCRETION.
NOTE: REFER TO SHEETS
A100, A101, AND A500
FOR WALL INFORMATION
NOT SHOWN HERE
CONTRACTOR
ACCESS
5: BUILDING DEPT.
RESPONSE 2-26-24
5
5
5
5 5
H2O
H2O
3'-6"
A-001
A2203
1-30-24
AS NOTED
BID SET
THIS DOCUMENT CONTAINS COPYRIGHTED MATERIAL
BELONGING TO OLDENQUIST DESIGN. UNAUTHORIZED
USE, DISSEMINATION, OR DUPLICATION OF THESE
DRAWINGS MAY RESULT IN LIABILITY UNDER
APPLICABLE LAWS.
CO
D
E
S
U
M
M
A
R
Y
A
N
D
N
O
T
E
S
EG
R
E
S
S
P
L
A
N
S
Glens Falls
National Bank
696 Upper Glen St.
Queensbury, NY
2020 INTERNATIONAL BUILDING CODE ADOPTED BY NEW YORK STATE
OCCUPANCY TYPE B BUSINESS
EXISTING OCCUPANCY: B NO CHANGE OF OCCUPANCY
CHAPTER 6 TYPES OF CONSTRUCTION
CONSTRUCTION TYPE TABLE 601 EXISTING: TYPE IIIB
BUILDING ELEMENT REQUIRED FIRE RESISTANCE
PRIMARY STRUCTURAL FRAME 0 HOURS
EXTERIOR BEARING WALLS 2 HOURS
NON-BEARING EXTERIOR WALLS 0 HOURS BASED ON SEPARATION
INTERIOR BEARING WALLS 0 HOURS
INTERIOR NON-BEARING WALLS 0 HOURS
FLOOR 0 HOURS
ROOF 0 HOURS
1020.1 CORRIDOR WALLS
EXCEPTION 4: ONLY ONE EXIT REQ. 0 HOURS
DEAD END CORRIDORS NONE
HEIGHTS AND AREAS - NON-SPRINKLERED, CONSTRUCTION TYPE IIIB
504.3 ALLOWABLE BUILDING HEIGHT: 55 FEET
EXISTING: 30 FEET
504.4 ALLOWABLE STORIES ABOVE GRADE: THREE
EXISTING: TWO
506.2 ALLOWABLE AREA:19,000 SF
EXISTING: 9,420 GSF
OCCUPANT LOAD AND EGRESS CAPACITY
TABLE 1004.1.2 BUSINESS: 150 GSF/PERSON (NY SUPPLEMENT)
BUILDING OCCUPANT LOAD:
FIRST FLOOR: 4927 GSF / 150 = 33 PERSON OCCUPANT LOAD
SECOND FLOOR: 4443 GSF / 150 = 30 PERSON OCCUPANT LOAD
1005.3.1 STAIRWAYS: 30 PERSON OCCUPANT LOAD @ 2ND FLOOR X 0.3" = 9 INCHES
EGRESS STAIR CAPACITY PROVIDED: 4'-0" WIDTH
1005.3.2 EGRESS WIDTH: 63 TOTAL OCCUPANT LOAD X 0.2" = 12.6 INCHES
EGRESS DOORS NOT LESS THAN 32 INCHES, CAPACITY PROVIDED: 6'-6"
CORRIDOR: NOT LESS THAN 36 INCHES IF OCCUPANT LOAD <50;
42 INCHES PROVIDED
MINIMUM NUMBER OF EXITS
1006.3.1 OCCUPANT LOAD 1-500: TWO ACTUAL: TWO FROM BUILDING
1006.2.1 - TABLE 1006.2.1 SPACES WITH ONE EXIT OR EXIT ACCESS: LOBBY
MAX OCCUPANT LOAD: 49 LOBBY OCCUPANT LOAD = 15
MAX EGRESS PATH, NO SPRK'LR: 100' ACTUAL: 75 FEET
SECTION 1009 - ACCESSIBLE MEANS OF EGRESS PROVIDED
EXIT ACCESS TRAVEL DISTANCE
1017.2, OCCUPANCY B, NON-SPRINKLERED: 200 FEET COMPLIES
CORRIDORS
SECTION 1020 - EXCEPTION: NO FIRE-RESISTANCE RATING IS REQUIRED FOR CORRIDORS IN
OCCUPANCY GROUP B SPACES REQUIRING ONE EXIT.
TABLE 1020.2: MIN. WIDTH FOR OCCUPANT LOAD LESS THAN 50, @ EACH FLOOR
REQUIRED: 36 INCHES ACTUAL: 40 INCHES MINIMUM
PLUMBING CODE OCCUPANCY B
WATER CLOSETS: MALE/FEMALE 1 PER 25 FOR FIRST 50 OCCUPANTS
LAVATORIES 1 PER 40 FOR FIRST 80 OCCUPANTS
BATHROOM FOR EMPLOYEE USE ONLY, NO PUBLIC USE
FIRST FLOOR:
EMPLOYEE AREA OCCUPANT LOAD: 13 PEOPLE, ONE WC AND ONE LAV REQ.
2 UNISEX TOILET ROOMS PROVIDED, ONE IS ADA COMPLIANT
ONE SERVICE SINK REQUIRED: PROVIDED
WATER DISPENSER PROVIDED IN LIEU OF DRINKING FOUNTAIN
SECOND FLOOR:
EMPLOYEE AREA OCCUPANT LOAD: 19 PEOPLE, ONE WC AND ONE LAV REQ.
WOMEN'S ROOM: 2 WC, ONE ADA COMPLIANT, TWO LAVS
MEN'S ROOM: 1 ADA COMPLIANT WC, 1 URINAL, TWO LAVS
ONE SERVICE SINK REQUIRED: PROVIDED
WATER DISPENSER PROVIDED IN LIEU OF DRINKING FOUNTAIN
2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE
SECTION 907 ENERGY CONSERVATION
907.1 MINIMUM REQUIREMENTS
LEVEL 3 ALTERATIONS TO EXISTING BUILDINGS ARE PERMITTED WITHOUT
REQUIRING THE ENTIRE BUILDING TO COMPLY WITH THE ENERGY
REQUIREMENTS OF THE ENERGY CONSERVATION CONSTRUCTION CODE OF
NEW YORK STATE.
WHERE BUILDING ENVELOPE IS MODIFIED AT REAR EXIT:
SECTION C503 ALTERATIONS, BUILDING ENVELOPE
COMPLY WITH TABLE C402.1.3
CLIMATE ZONE 6
WALLS: R13 + 7.5 c.i.
SLAB ON GRADE: EXISTING
CEILING BELOW 2ND FLOOR: R10
TABLE C402.1.4 THERMAL ENVELOPE REQUIREMENTS - PRESCRIPTIVE
OPAQUE DOORS, SWINGING DOOR: U0.37
PROVIDE THERMAL BREAK IN SLAB BETWEEN INTERIOR AND EXTERIOR,
SEE DETAILS
REFERENCED CODES
REFERENCED CODES:
2020 EXISTING BUILDING CODE ADOPTED BY NEW YORK STATE
2020 INTERNATIONAL BUILDING CODE ADOPTED BY NEW YORK STATE
2020 FIRE CODE OF NEW YORK STATE
2020 INTERNATIONAL PLUMBING CODE
2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE
OTHER CODES IN FORCE:
INTERNATIONAL FUEL GAS CODE
INTERNATIONAL MECHANICAL CODE
INTERNATIONAL PROPERTY MAINTENANCE CODE
INTERNATIONAL FIRE CODE
SECTION 903 NO SPRINKLER REQUIRED
FIRE ALARM AND DETECTION PROVIDED
CLASS A FIRE EXTINGUISHER LOCATION SPACING LESS THAN 75', COMPLIES
SECTION 915 - CARBON MONOXIDE DETECTION AND NOTIFICATION - YES
EXISTING BUILDING CODE
SECTION 604
WORK EXCEEDS 50 PERCENT OF THE BUILDING AREA - LEVEL 3 ALTERATION
COMPLY WITH PROVISION OF CHAPTERS 7, 8, AND 9 OF THE EXISTING
BUILDING CODE, THE BUILDING CODE OF NEW YORK STATE EXCEPT WHERE
EXCEPTIONS APPLY; THE FIRE CODE OF NEW YORK STATE.
ELEVATOR - EXISTING, FINISH WORK ONLY
903.1 EXISTING SHAFTS AND VERTICAL OPENINGS
EXISTING STAIRWAYS THAT ARE PART OF THE MEANS OF EGRESS SHALL
BE ENCLOSED BY 1 HOUR ASSEMBLY.
GENERAL NOTES
1. LIVING SPACES SHALL BE PROVIDED WITH HEATING FACILITIES CAPABLE OF MAINTAINING A MINIMUM ROOM
TEMPERATURE OF 68°F AT A POINT 3 FEET ABOVE THE FLOOR AND 2 FEET FROM EXTERIOR WALLS IN HABITABLE
ROOMS AT THE DESIGN TEMPERATURE.
2. ALL CO AND SMOKE ALARMS, IF REQUIRED, SHALL BE INTERCONNECTED. ALARMS SHALL BE CONNECTED TO THE
PRIMARY BUILDING POWER SOURCE AND SHALL CONTAIN BATTERY BACK-UP.
3. ALL FOAM PLASTIC OR FOAM PLASTIC CORES OF MANUFACTURED ASSEMBLIES SHALL BE COVERED WITH MINIMUM
1/2 INCH GYPSUM BOARD WHICH IS MECHANICALLY FASTENED TO SUPPORT STRUCTURE.
4. IN ALL FRAMED WALLS, FLOORS, AND ROOF/CEILINGS COMPRISING ELEMENTS OF THE BUILDING THERMAL
ENVELOPE, A 4-MIL POLY VAPOR RETARDER SHALL BE INSTALLED ON THE WARM SIDE OF INSULATION.
4.1. SEPARATE VAPOR RETARDER IS NOT REQUIRED WITH THE USE OF CLOSED CELL SPRAY-FOAM INSULATION.
5.VERIFY VERIFY VERIFY FIREBLOCKING SHALL BE INSTALLED TO CUT OFF ALL CONCEALED DRAFT OPENINGS BOTH
VERTICAL AND HORIZONTAL BETWEEN BUILDING STORIES. BLOCKING SHALL BE INSTALLED VERTICALLY AT
CEILING AND FLOOR LEVELS, AND IN ALL VERTICAL OR HORIZONTAL CAVITIES EXCEEDING 10 FT IN LENGTH OR
HEIGHT AT INTERVALS NOT TO EXCEED 10 FEET. BATTS OR BLANKETS OF MINERAL OR GLASS FIBER INSULATION
OR SOLID WOOD BLOCKING SHALL BE USED FOR FIREBLOCKING. REFER TO R302.11 FOR ADDITIONAL
REQUIREMENTS.
ARCHITECTURAL GENERAL NOTES
1. CONTRACTOR SHALL SECURE AND PAY FOR ALL REQUIRED PERMITS.
2. COORDINATE STAGING AND WORK HOURS WITH THE OWNER, SEE SPECIFICATION SECTION FOR
OTHER PRE-CONSTRUCTION COORDINATION.
3. COMMENCE WORK IMMEDIATELY UPON AWARD OF THE CONTRACT AND PROCEED DILIGENTLY AND
CONTINUOUSLY TO COMPLETION.
4. DO NOT INTERRUPT EXISTING UTILITY SERVICE WITHOUT AUTHORIZATION FROM THE OWNER.
PROVIDE TEMPORARY SERVICE DURING INTERRUPTIONS UNLESS OTHERWISE DIRECTED BY THE
OWNER'S REPRESENTATIVE.
5. PERFORM WORK IN A MATTER WHICH MINIMIZES NOISE. SCHEDULE OPERATIONS AS DIRECTED BY
THE OWNER.
6. CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS REQUIRED TO COMPLETE THE WORK.
7. PROVIDE ALL MATERIALS AND PERFORM ALL WORK IN ACCORDANCE WITH RECOGNIZED GOOD
STANDARD PRACTICES.
8. ALL ITEMS WHICH ARE NOT SPECIFICALLY REFERRED TO ON THESE DRAWINGS ARE TO BE SELECTED
BY THE ARCHITECT OR OWNER FROM THE MANUFACTURER'S STANDARD SAMPLES SHOWING FULL
RANGE OF TEXTURES AND COLORS.
9. FOLLOW MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS FOR INSTALLATION OF ALL
MATERIALS.
10. THE WORDS "PROVIDE" OR "SUPPLY" SHALL INCLUDE BOTH FURNISHING AND INSTALLING THE
SPECIFIED OR DETAILED ITEM, IN PLACE AND READY FOR OPERATION AND USE.
11. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING WORK. COMMENCEMENT OF WORK
SIGNALS ACCEPTANCE OF FIELD CONDITIONS.
12. ALL DIMENSIONS SHALL BE FIELD VERIFIED.
13. MINOR ITEMS OF WORK SUCH AS CUTTING, BLOCKING, ETC. SHALL BE PERFORMED AS REQUIRED TO
MAKE THE WORK COMPLETE, WHETHER SHOWN OR NOTED ON THE CONTRACT DOCUMENTS OR NOT.
14. PROVIDE TEMPORARY AND REMOVABLE PROTECTION FOR INSTALLED PRODUCTS. CONTROL
ACTIVITY IN IMMEDIATE WORK AREA TO MINIMIZE DAMAGE.
15. PROVIDE PROTECTIVE COVERINGS AT WALLS, PROJECTIONS, JAMBS, SILLS, SOFFITS AND OPENINGS
NOT AFFECTED BY CONSTRUCTION.
16. PROTECT FINISHED FLOORS AND OTHER SURFACES WITH DURABLE SHEET MATERIALS. FLOOR TO BE
PROTECTED FROM TRAFFIC, DIRT, WEAR, DAMAGE, OR MOVEMENT OF HEAVY OBJECTS.
17. USE SUITABLE METHODS TO LIMIT DUST AND DIRT FROM ADJACENT AREAS.
18. CONTROL ACCUMULATION OF WASTE MATERIALS AND RUBBISH DURING CONSTRUCTION. LEAVE
PROJECT AREA BROOM CLEAN AT THE END OF EACH DAY. REMOVE ALL DEBRIS FROM THE SITE IN
ACCORDANCE WITH STATE AND LOCAL CODES. COORDINATE REMOVAL WITH OWNER.
19. ALL WORK SHALL COMPLY WITH ALL APPLICABLE GOVERNMENT CODES, RULES, AND REGULATIONS
INCLUDING, BUT NOT LIMITED TO, THE "CODES, RULES, AND REGULATIONS OF NEW YORK STATE,"
"NEW YORK STATE ENERGY CONSERVATION CODE," OSHA, ANSI, AND NFPA.
20. THE CONTRACTOR SHALL COMPLY WITH ALL LAWS, RULES, AND ORDINANCES AND ORDERS OF ANY
PUBLIC AUTHORITY BEARING ON THE PERFORMANCE OF WORK.
21. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS,
TECHNIQUES, SEQUENCES, AND PROCEDURES, AND FOR COORDINATING ALL PORTIONS OF THE
WORK.
CONSTRUCTION NOTES
1. DO NOT SCALE DRAWINGS. INDICATED DIMENSIONS ARE TO THE CENTER LINE OF STEEL, FACE OF
STUDS AT NEW PARTITIONS, FACE OF EXISTING WALL, OR FACE OF CONCRETE.
2. CONTRACTOR TO COORDINATE LOCATION OF ALL PARTITIONS ENCLOSING EQUIPMENT WITH
ARCHITECT PRIOR TO BEGINNING ERECTION OF PARTITIONS.
3. CONTRACTOR SHALL INITIATE AND BE PRESENT FOR ALL INSPECTIONS REQUIRED BY LOCAL
JURISDICTION, SUCH AS PLUMBING, ELECTRICAL, ETC., DURING THE COURSE OF CONSTRUCTION.
4. PARTITION CONSTRUCTION IS INDICATED BY WALL TYPE, DRAWINGS NOTES, AND/OR ROOM
FINISH SCHEDULE.
5. STUD PARTITIONS SHALL HAVE DOUBLE STUDS AT ALL DOOR JAMB OPENINGS AND TRIPLE STUDS
@ CORNERS; PROVIDE HEADERS / BOX HEADERS AS REQUIRED FOR OPENING.
6. WHERE METAL STUDS EXTEND TO DECK OR TRUSSES ABOVE PROVIDE SLIP TRACK TO
ACCOMMODATE DEFLECTION. PROVIDE FIRESTOP TRACK AT RATED WALLS.
7. FIRE STOP ALL RATED ASSEMBLIES AT CONNECTIONS/TRANSITIONS. PENETRATIONS OF ANY
FIRE/SMOKE BARRIER SHALL BE FILLED WITH MATERIAL CAPABLE OF MAINTAINING FIRE/SMOKE
RESISTANCE OR PROTECTED BY APPROVED DEVICES PER IBC 2020.
8. EXTEND ALL PARTITIONS FULL HEIGHT TO STRUCTURE ABOVE, UNLESS OTHERWISE NOTED.
9. PROVIDE MOISTURE RESISTANT GYPSUM BD AT ALL PLUMBING LOCATIONS.
10. WHERE PARTITIONS ARE NOT FULL HEIGHT, EXTEND PARTITIONS 6 INCHES ABOVE CEILING
MINIMUM; BRACE HORIZONTALLY TO STRUCTURE ABOVE AT 4'-0" O.C., STAGGERED EACH SIDE OF
WALL.
11. PROVIDE 3/4 INCH PLYWOOD BLOCKING OR 6 INCH HIGH X 18 GA. STEEL SHEET BLOCKING IN
PARTITIONS AT ALL LOCATIONS WITH SURFACED MOUNTED EQUIPMENT OR ACCESSORIES, SUCH
AS HANDRAILS, TOILET ACCESSORIES, WALL BUMPERS, WALL MOUNTED DOOR STOPS, AND
SUPPORT FOR WALL CABINETS, SHELVES, EQUIPMENT, ETC.
12. CONFIRM CHASE WALL DIMENSIONS WITH PLUMBING CONTRACTOR. NOTIFY ARCHITECT OF ANY
DISCREPANCIES.
13. PREPARE WALLS WHERE VINYL COVERING HAS BEEN REMOVED FOR LEVEL 4 FINISH.
14. RESTORE DAMAGED AND EXPOSED FINISHES OR PATCHED AREAS IN A MANNER WHICH
ELIMINATES EVIDENCE OF PATCHING AND REFINISHING.
15. LOCATE HINGE SIDE OF DOOR FRAMES 6 INCHES FROM PERPENDICULAR WALL UNLESS
OTHERWISE NOTED.
16. PAINT ALL EXPOSED INTERIOR AND EXTERIOR PIPING, CONDUITS, ETC. TO MATCH ADJACENT
WALL SURFACE, UNLESS OTHERWISE NOTED.
17. ALL NEW DOOR HARDWARE SHALL BE ADA COMPLIANT, COORDINATE SELECTION AND KEYING
WITH OWNER.
18. FIRE EXTINGUISHER CABINETS SHALL BE INSTALLED 48 INCHES TO TOP OF CABINET.
19. PREPARE EXISTING FLOORS PRIOR TO INSTALLING FLOOR FINISHES. PROVIDE FLAT AND LEVEL
FINISH AS RECOMMENDED BY NEW FLOORING MANUFACTURER. SEE SPECIFICATIONS.
20. COORDINATE ROOF WORK WITH EXISTING ROOF MANUFACTURER, COMPLY WITH
MANUFACTURER RECOMMENDATIONS SO AS TO MAINTAIN ROOF WARRANTY.
21. PROVIDE WALL RATING SIGNS ABOVE CEILING AT RATED PARTITION WALLS.
22. PROVIDE TRUSS ID STICKERS ON EVERY EXTERIOR DOOR.
STAIR AND LANDING NOTES
1. STAIRWAY SHALL NOT BE LESS THAN 36 INCHES WIDE IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED
HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. HANDRAILS SHALL NOT PROJECT MORE THAN
4 1/2 INCHES ON EITHER SIDE OF THE STAIRWAY AND THE MINIMUM CLEAR WIDTH OF THE STAIRWAY AT AND
BELOW THE HANDRAIL HEIGHT, INCLUDING TREADS AND LANDINGS, SHALL NOT BE LESS THAN 31 1/2 INCHES
WHERE THE HANDRAIL IN INSTALLED ON ONE SIDE AND 27 INCHES WHERE THE HANDRAILS ARE PROVIDED ON
BOTH SIDES.
2. THE MAXIMUM RISER HEIGHT SHALL BE 8 INCHES AND THE MINIMUM TREAD DEPTH SHALL BE 9 INCHES.
3. THE MINIMUM HEADROOM IN ALL PARTS OF THE STAIRWAY SHALL NOT BE LESS THAN 6'-8" MEASURED VERTICALLY
FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING OR FROM THE FLOOR SURFACE OF THE LANDING OR
PLATFORM.
4. PORCHES, BALCONIES, OR RAISED FLOOR SURFACES LOCATED MORE THAN 30 INCHES ABOVE THE FLOOR OR
GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 42 INCHES IN HEIGHT. OPEN SIDES OF STAIRS WITH A TOTAL
RISE OF MORE THAN 30 INCHES ABOVE THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 42
INCHES IN HEIGHT MEASURED VERTICALLY FROM THE NOSING OF THE TREADS.
5. REQUIRED GUARDS ON OPEN SIDES OF STAIRWAYS, RAISED FLOOR SURFACES, BALCONIES, AND PROCHES SHALL
HAVE INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES THAT DO NOT ALLOW THE PASSAGE OF A SPHERE 4
INCHES OR MORE IN DIAMETER.
6. HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH STAIRWAY WITH TWO OR MORE RISERS.
HANDRAIL HEIGHT, MEASURED ABOVE THE TREAD NOSINGS, SHALL BE NOT LESS THAN 34 INCHES AND NOT MORE
THAN 38 INCHES. ALL REQUIRED HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS FROM A
POINT DIRECTLY ABOVE THE TOP RISER OF A FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE
FLIGHT.
7. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1 1/2 INCHES BETWEEN THE WALL AND
THE HANDRAIL.
8. ENCLOSED ACCESSIBLE SPACE BENEATH STAIRWAYS SHALL HAVE WALLS AND UNDER STAIR SURFACE ON THE
ENCLOSED SIDE WITH A 1/2 INCH GYPSUM COVERING.
9. REQUIRED EXTERIOR EGRESS DOORS SHALL HAVE A LANDING OR FLOOR ON EACH SIDE OF THE DOORWAY. THE
LANDING OR FLOOR AREA EACH SIDE SHALL BE MINIMUM 3'-0" X 3'-0". THE LANDING OR FLOOR SHALL BE MAXIMUM
1-1/2" BELOW THE DOOR THRESHOLD ON THE SIDE UNDER THE DOOR SWING, AND MAXIMUM 8 1/4" BELOW THE
THRESHOLD WHEN THE DOOR DOES NOT SWING OVER THE FLOOR OR LANDING.
10. ALL EXTERIOR DOORS, OTHER THAN ANY REQUIRED EGRESS DOOR, SHALL HAVE A LANDING OR FLOOR ON EACH
SIDE OF THE DOORWAY. THE LANDING OR FLOOR AREA EACH SIDE SHALL BE MINIMUM 3'-0" X 3'-0". THE LANDING
OR FLOOR SHALL BE MAXIMUM 7 3/4" BELOW THE DOOR THRESHOLD ON EACH SIDE. A TOP LANDING IS NOT
REQUIRED WHERE A STAIRWAY OF NOT MORE THAN TWO RISERS IS LOCATED ON THE EXTERIOR SIDE OF THE
DOOR, PROVIDED THAT THE DOOR DOES NOT SWING OVER THE STAIRWAY.
KEY
BANK EMPLOYEE AND
CUSTOMER ACCESS &
EGRESS
FIRE-RATED PARTITION
LIFE SAFETY PLANS:
TRAVEL DISTANCE
FIRST FLOOR
NTS
48'-6"
40'-2"
67'-0"
SECOND FLOOR
NTS
52'-7"
79'-6"
87'-0"
OFC
OFC
OFC
OFC
OFC OFC
MTG. RM.
CONF. RM.
STORAGE
LOUNGE
COPY
AREA
ENTRANCE
LOBBY
LOBBY
VAULT
C'PON
I.T.
JAN.
TELLER
AREA
MECH. RM.
COUNT'G
EXIT
EXIT
OPEN OFC.
AREA
STORAGE MECHANICAL
RM.
CL.
CONF. RM.
STORAGE
LOUNGE
OFC
OFC
OFC
MEN'S
WOMEN'S
CL.
UPPER
LOBBY
JAN.
CMU WALL
37'-2"
24
"
14
'
-
7
"
37'-0"
6'-0"
2'
-
0
"
16'-0"
16'-0"
2'
-
0
"
14
'
-
0
"
D-001
A2203
1-30-24
AS NOTED
BID SET
THIS DOCUMENT CONTAINS COPYRIGHTED MATERIAL
BELONGING TO OLDENQUIST DESIGN. UNAUTHORIZED
USE, DISSEMINATION, OR DUPLICATION OF THESE
DRAWINGS MAY RESULT IN LIABILITY UNDER
APPLICABLE LAWS.
DE
M
O
L
I
T
I
O
N
P
L
A
N
S
Glens Falls
National Bank
696 Upper Glen St.
Queensbury, NY
FIRST FLOOR DEMOLITION1
-3/16"=1'-0"
NORTH SECOND FLOOR DEMOLITION2
-3/16"=1'-0"
NORTH
GENERAL DEMOLITION NOTES:
1. THIS PLAN REPRESENTS ALL REMOVALS, REFER TO THE PHASING PLANS FOR THE REMOVALS
ASSOCIATED WITH EACH PHASE.
2. REFER TO ABATEMENT DRAWINGS FOR EXTENT AND SCOPE OF HAZARDOUS MATERIALS
REMOVALS.
3. REFER TO MEP DRAWINGS FOR ADDITIONAL SCOPE DESCRIPTION AND TIMING OF MECHANICAL,
ELECTRICAL, AND PLUMBING REMOVALS.
4. REFER TO SITE PLAN FOR SCOPE DESCRIPTION AND TIMING OF SITE DEMOLITION.
5. DASHED LINES INDICATE ITEMS AND ELEMENTS TO BE REMOVED.
6. THE BUILDING WILL BE OCCUPIED DURING CONSTRUCTION. ALL ACTIVITIES SHALL BE CONFINED TO
THE AREA OF WORK. COORDINATE ANY PLUMBING, ELECTRICAL, OR MECHANICAL WORK THAT
IMPACTS OTHER AREAS OF THE BUILDING WITH THE OWNER.
7. DO NOT BLOCK ANY EGRESS FROM OCCUPIED PARTS OF THE BUILDING.
NO WORK:
1. EXISTING GYP BD AT EXTERIOR WALLS TO REMAIN UNLESS NOTED OTHERWISE.
2. EXISTING WINDOWS TO REMAIN, UNLESS NOTED OTHERWISE.
3. EXISTING WINDOW SILLS TO REMAIN, UNLESS NOTED OTHERWISE.
4. ELEVATOR MACHINE ROOM N.I.C., PROTECT FROM DAMAGE DURING CONSTRUCTION.
5. MAINTAIN ELEVATOR SERVICE THROUGHOUT WORK. PROTECT EXISTING & NEW FINISHES.
6. PROTECT DRIVE THROUGH TUBES AND DRAWER DURING DEMOLITION.
7. EXISTING TOILET ROOM PLUMBING WALLS TO REMAIN.
8. EXISTING CMU WALLS TO REMAIN, UNLESS NOTED OTHERWISE.
9. STRUCTURAL ELEMENTS TO REMAIN, UNLESS NOTED OTHERWISE.
10. NIGHT DROP BOX TO REMAIN, PROTECT DURING DEMOLITION.
GENERAL REMOVALS:
1. INTERIOR PARTITIONS, TYP. SEE DEMO PLANS FOR LOCATION OF CMU WALLS SECTIONS TO BE
REMOVED.
2. INTERIOR DOORS AND FRAMES.
3. BORROWED LITES.
4. FLOOR FINISHES AND BASE THROUGHOUT, U.N.O., INCLUDING CARPET AND TILE, DOWN TO
SUB-FLOOR.
5. MARBLE THRESHOLDS AT BATHROOMS.
6. ACOUSTICAL CEILING TILES AND GRID.
7. LIGHT FIXTURES, GRILLES, AND OTHER CEILING FIXTURES.
8. GYP BOARD CEILINGS AND SOFFITS.
9. ALL OBSOLETE DATA, PHONE, & SECURITY WIRING. CURRENTLY ACTIVE DATA CABLES ABOVE THE
CEILING AND ELSEWHERE IS PINK, DO NOT REMOVE.
10. TOILET ROOM FIXTURES; CAP WATER LINES AS REQUIRED.
11. ALL CASEWORK.
12. WINDOW TREATMENTS.
13. REFER TO MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR REMOVALS IN THOSE
TRADES.
DEMOLITION KEY NOTES: REFER TO PHASING PLAN FOR SEQUENCING
A. REMOVE MASONRY CHIMNEY, SEE STRUCTURAL DWGS, PATCH ROOF IN A WATER-TIGHT MANNER
THAT MAINTAINS ROOF WARRANTY.
B. REMOVE TELLER LINE.
C. REMOVE WORK TABLE.
D. REMOVE VINYL WALL COVERING AT ETR WALLS AND WINDOW RETURNS. EXIST WALL COVERING
CAN REMAIN WHERE ETR WALLS RECEIVE NEW GYP BD, WALL TYPES E & G, SEE PLANS.
E. REMOVE SOFFIT.
F. CMU REMOVAL.
G. REMOVE GUARD RAILS AND HAND RAILS, SEE SHEET A700
H. REMOVE SECTIONS OF CONCRETE SLAB.
I. REMOVE WALL TILE.
J. REMOVE WOOD AND GLASS PARTITION WALL
ETR VAULT
MASONRY / CMU
STUD FRAMING
A
A
B
C
D
E
F
F
F
G
G
G
G G
CP
T
VC
T
CPT VCT
VC
T
CP
T
O
V
E
R
V
C
T
VCT CPT OVER VCT
VCT CPT
VCT TILE
DRIVE-THROUGH DRAWER TO REMAIN,
PROTECT DURING CONSTRUCTION
DRIVE-THROUGH TUBES TO REMAIN DURING
FIRST TWO PHASES OF WORK, PROTECT DURING
CONSTRUCTION.
ATM TUBE TO REMAIN DURING FIRST TWO
PHASES OF WORK, PROTECT DURING
CONSTRUCTION.
REMOVE EXISTING CMU BEARING WALL,
COORDINATE REMOVAL OF THIS SECTION OF
WALL WITH PLACEMENT OF NEW STEEL BEAM,
SEE STRUCTURAL DRAWINGS
F
ETR NIGHT
DROP BOX
REMOVE FLOOR FINISHES
THROUGHOUT, TYP
ETR
PLUMBING
WALL
COLUMN,
TYP
KEY:
ETR CMU WALL
REMOVE CONCRETE SLAB
REMOVE CONC.
SLAB TO EXTEND
CHASE WALL
REMOVE CONC. SLAB
TO EXPOSE EXISTING
WASTE LINE
H
HH
CUT TRENCH FOR DATA,
POWER, FLOOR BOX IN
NEW CONF. ROOM
D
I
I
I
I
I
I
I
D
TYP @ WEST WALL
TYP @ WEST WALL
I
I
I
J
REMOVE AND REPLACE SLAB
TO ACCOMMODATE
GEOTHERMAL PIPING, SEE MEP
AND STRUCTURAL DRAWINGS H
F
F
F
F
F
F
ETR ROOF LADDERETR ROOF LADDER VCT
VCT
LINE OF WALL BELOW
SILL, TYP
ETR COLUMN
APPROXIMATE LINE OF
EXISTING FOOTINGS, DO
NOT REMOVE OR DAMAGE
LINE OF WALL BELOW
SILL, TYP
BATHROOM AND SINK TO REMAIN UNTIL SECOND
FLOOR BATHROOMS ARE COMPLETE IN PHASE 2
KITCHEN SINK AND
COUNTER TO REMAIN UNTIL
THE CONCLUSION OF
PHASE 3