CC-000126-2015 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804.5904 (518)761-8201
Community Development-Building&Codes (518)761-8256
CERTIFICATE OF OCCUPANCY
Permit Number: CC-000126-2015 Date Issued: Wednesday, January 11, 2017
This is to certify that work requested to be done as shown by Permit Number CC-000126-2015
has been completed.
Tax Map Number: 309.18-1-1
Location: 75 BIG BOOM RD
Owner: Barbara Seeley,Craig Seeley,CHARLES SEELEY
Applicant: Seeley Machine Inc.
This structure may be occupied as a:Commercial New Build 15,000 s.f.
By Order of Town Board
TOWN OF QUEENSSBBURY/
Issuance of this Certificate of Occupancy DOES NOT relieve the
property owner of the responsibility for compliance with Site Plan, pppyyyyyyAAk"' V
Variance,or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement
Planning Board or Zoning Board of Appeals.
TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201
Community Development-Building&Codes (518)761-8256
BUILDING PERMIT
Permit Number: CC-000126-2015 se so 15 -2je
Tax Map No: 309.18-1-1
Permission is hereby granted to: Seeley Machine Inc.. REVISED
For property located at: 75 BIG BOOM RD
in the Town of Queensbury,to construct or place at the above location in accordance with application together
with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform
Building Codes and the Queensbury Zoning Ordinance
Tvioe of Construction
Owner Address: Factory-Industrial-New $350,000.00
Total Value $350,000.00
Contractor or Builders Name 1 Address Electrical Inspection Agency
Barbara Seeley
75 BIG BOOM RD
Queensbury,NY 12804
Plans&Specifications
Commercial New Build 15,000 s.f.
PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,September 23,2016
(If a longer period is required,an application for an extension must be made to the code Enforcement Officer
of the Town of Queensbury before the expiration date.)
Dated at the Town of ueensbu /JC hur r 24,2015
SIGNED BY: for the Town of Queensbury.
Director of Building&Code Enforcement
TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development-Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20150444 Application Number: A20150444
Tax Map No: 523400-309-018-0001-001-000-0000
Permission is hereby granted to: CRAIG. CHARLES &BARBARA SEELEY
For property located at: 75 BIG BOOM Rd
in the Town of Queensbury,to construct or place
at the above location in accordance with application together with plot plans and other information hereto filed
and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning
Ordinance. Tyke of Construction Value
Owner Address: CRAIG,CHARLES &BARBARA SF Commercial J Industrial $350,000.00
75 BIG BOOM Rd Total Value
QUEENSBURY NY 12804-0000 $350,000.00
Contractor or Builders Name f Address Electrical Inspection Agency
Plans&Specifications
2015-444
Commerical New Build 15,000 s.f.
Machine Shop
$3,450.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday,September 24,2016
(If a longer period is required,an application for an extension must be made to the code Enforcement Officer
of the Town of Queensbury before the expiration date.)
Dated at the To of Q e nsb ;W , eptember 24,2015
SIGNED BY for the Town of Queensbury.
Director of Building&Code Enforcement
PRINCIPAL STRUCTURE APPLICATION
Office Use Only
Received
Date: � '20
/5 Tax Map ID
Tax Map ID Oq+ / � /-lf1 Perm No. 0 `7-
Fee , C1
Zone C IN t ee
Historic Site Yes X N SCS' llhI Ian# '( `�—, L11
Subdivision Name �. - „§ ubdinion#
Project Location � 1, ' DING CODE
copy
TOWN BD. RESOLUTION 86-2013: $850 recreation fee for new dwelling units—single family, duplexes/two-family,
multiple family, apartments, condominiums, townhouses, and/or manufactured &modular homes, but not mobile
homes. This is in addition to the permit fee(s).
Applicant S f ` y Owner
Addresse , Address 3/ led.
Phone/E-mail �p 2 Phone/E-mail c,
d Ser_/cy 10_"
'E4 e 5�l�yr�-�RcI�ti�.��
Contact Person for Building& Codes Compliance: �d/ I-C04119,e—d Phone 79.'''S/-0
Jrcery M/tel,�+ ,cr3+�
TYPE OF CONSTRUCTION
,/Check all that apply New Addition Alteration I 'floor sf 2"floor sf "Total sf Heiglit
Single Family
Two-Family Pii r= rnpyl
ILE
Multi-Family
{#of units_)
Townhouse
Business Office
Retail -Mercantile
i
Factory-Industrial /5–
Attached
5–Attached Garage
(I, 2, 3, 4+)
Other
If commercial or industrial please indicate of business �vJ C%, ,,✓� �S'rG�
Proposed use of building or addition �j9cy,.�c- 'yMor
Source of Heat(circle one) Gas Oil Propane Solar 040� elke
Fireplace: Complete a separate application for Fuel Burning
Appliances&Chimneys /V0
Are there structures not shown on plot plan? A10
Are there easements on the property? M-0
Site Information
a. Dimensions or acreage of lot
b. Is this a corner lot? No
c. Will the grade be changed as a result of construction Yes X No
d. Public water or Private well �a�r
e. Sewer or Private Septic System
Value of all work to be performed(labor or materials) $ 3s6,a*a
DECLARATION.-
1.
ECLARATION.1. I acknowledge no construction shall be commenced prior to issuance of a valid permit and will be completed
within a 12 month period.
2. If work is not complete by the 1 year expiration date the permit may be renewed, subject to fees and
department approval.
3. I certify that the application,plans and supporting materials are a true and complete statement/description of
the work proposed,that all work will be performed in accordance with the NYS Building Codes,local building
laws and ordinances,and in conformance with local zoning regulations
4. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of
occupancy.
5. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly
constructed facilities prior to issuance of a certificate of occupancy.
I have read and agree to the above:
PRINT NAME: F ,��o•�/ ,� DATE:
SIGNATURE: _�` DATE: zail"
For office use only
Operating Permit Issued: Yes No
Occupancy Type
Construction Classification
Assembly Occupancy Limit
Special Conditions
CHECKLIST—SINGLE FAMILY PROJECT Project Name;
REQUIRED—2 SETS Yes No N/A
1. Building Permit completed
2. Energy Code inspector's report from REScheck completed
3. Septic alteration
4. Solid Fuel Burning or Gas Appliance form completed X
5. Driveway Permit
6. Structural Drawings X
a. Floor plans
b. Foundation plans X.
c. Cross Sections ?C
d. Elevations �C
e. Window&Door Schedule
f. Natural Light,Ventilation and Emergency Egress
7. Plot plan:
Show proposed structure(s)with setback dimensions from all surveyed property lines X
8. Electrical inspection agency selected
CHECKLIST—MULTI-DWELLING/COMMERCIAL Project Name: Jee�-1 1�I .y✓E /•tet
REQUIRED—2 SETS Yes No N/A
1. Building permit application completed )C
2. Energy Code COMcheck and inspector's report form completed
3. Septic alteration
4. Solid Fuel Burning or Gas Appliance form completed x
5. Driveway Permit
6. Structural Drawings A
a. Floor plans <
.b. Foundation plan �C
c. Cross Sections
d. Elevations x
e. Design loads including floor,snow&wind load K
f. Seismic design �C
g. Plans signed&sealed by registered architect or engineer
h. Window&Door schedule k'
7. Plot plan: x
Show proposed structure(s)with setback dimensions from all surveyed property lines
$. Electrical inspection agency selected tC
SEPTIC DISPOSAL APPLICATION Office Use Only
Received
DATE: 9/1-/Z°' Talc Map ID
TAX MAP ID: 969;. Permit No.
Permit Fee
ZONE: C L
APPLICANT ' !Alc PHONE/E-MAIL
ADDRESS
INSTALLER/ PHONE/E-MAIL
BUILDER V_-r A-1 q-� Ile
9S�o
OWNER
ADDRESS 75-
CONTACT PERSON FOR BUILDING&CODE COMPLIANCE:
PHONE/E-MAIL 7W-95'10 Co! / n•,�c�..�•c
RESIDENCE INFORMATION
Year Built #of bedrooms X gallons per bedroom =total Daily flow
1980 or older Garbage grinder installed Yes A No
1981-1991 Spa or Hot Tub installed Yes ZC No
-Presen goo 4{�
PARCEL INFORMATION
Topography k Flat rolling Steep slope %Slope
Soil Nature ?E Sand Loam Clay Other
Groundwater At what depth:
Bedrock I Impervious material At what depth:
Domestic Water Supply je' Municipal Well(if wel water sup from any septic system absorption is—ft.)
Percolation Test Rate: per minute per ch(t st to be completed by licensed engineer/architect)
PROPOSED SYSTEM FOR NEW CONSTRUCTION
Tank size ZLOL gallons(min.size 1,000 gallons,add 250 gallons to size for each garbage cylinder or spa or hot tub
System Absorption field with#2 stone Total length ft.;Each Trench
Seepage Pit with#3 stone How many: _;Size
Alternative System Bed or other type: /�2 X a /9scztwi
Holding Tank System Total required capacity? Tank size #of tanks
Notes: 1)Alarm system&associated electrical work must be inspected by a Town approved electrical inspection agency;2)We will
no longer allow systems to be covered until such time as an As-Built plan is received&approved. The installed system must match the
septic system layout on file—no exceptions.
Declaration: Any permit or approval granted which is based upon or is granted in reliance upon any material representation or failure
to make a material fact or circumstance known by or on behalf of an applicant,shall be void.I have read the regulations and agree to
abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance.
PRINT NAME:` ft- '✓ '`� DATE: !
SIGNATURE: DATE: fie,
11 11
PAKATAR
GROI.11'. LLC
C C - oro \Z.(O- 2C)kS
January 10, 2017
p CC IE0W �
Scott Shepard TOWN OF QUEENSBURY
75 Big Boom Road BUILDING & CODES
Queensbury, NY 12084
RE: Energy Code Compliance Testing Verification
PROECT:New Commercial Building @ 75 Big Boom Road,Queensbury
PERMIT#: NA
Dear Mr.Shepard,
As per your request we have conducted the following Energy Code Compliance Inspections and/or tests.
❑ Thermal Bypass Inspection, prior to insulation installation
❑ Duct Tightness Testing when applicable
® Infiltration and Air Leakage Testing(Blower Door Test)
The purpose of our testing/inspections are to provide independent verification of as built conditions as
they specifically relate to the applicable version of the adopted energy code. We are not in any way
responsible for the means, methods, materials or equipment used in constructing this Commercial
Building and make no warranty as to their suitability for such.
Our testing and/or inspections are in accordance with the applicable version of the International Energy
Conservation Code,ASTM Testing Protocols,Building Performance Institute Standards, and Resnet
Standards for these tests/inspections.
Equipment used for this report includes:
✓ Retrotec Blower Door, Model#5101 (2 units used)
✓ Flir Infrared Imager Model C6
All equipment used for these testing/inspections have current and valid calibrations as specified by the
manufacturer.
27 Cohoes Road Watervliet,New York 12189 1518.874.1604 1 Fa:\ 212.731.0372 NmNN .thenakatareroup.com
All technicians completing this work hold current and valid certifications as noted on the report
documents.
The following data was obtained during testing on January 6,2017:
Building Size: 100'x150'
Eave Height:22+/-' Peak Height:34+/-'
Envelope Properties: Walls: 12,250 SF
Roof: 15,450 SF
Total: 27,700 SF
Allowed Infiltration: 0.40cfm/sf or 11,080cfm
Confirmed Actual Infiltration:0.25cfm/sf or 6,834cfm
Based on our confirmed testing your building is in compliance with 1015 Energy Conservation
Construction Code,Section C401.5 Air Leakage-thermal envelope.
Thank you for choosing The Pakatar Group, LLC for your energy consulting needs.
Respectfully submitted,
The Pakatar Group, LLC
By:
av6�6v'
Arthur C. Pakatar, LEED GA,CEA
Foundation Inspection Report t-3
� -zz �
Office No. (518)761-8256 Date h4*6'2on reque l�
Queensbury Building&Code Enforcement Arrive:w Depart: r p
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials
NAME: PERMIT#: 12-Ip
LOCATION: INSPECT ON:
TYPE OF STRUCTURE: r
Comments
Y
N/A
Footings �YLt. t.3 Irv"_
Piers
Monolithic Slab
Reinforcement in Place
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement
of the concrete.
Materials for this purpose on site.
Foundation/Wallpour
Reinforcement in Place ��
Footing Dowels or Keyway in place
Foundation Dampproofing
Foundation Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil poly for wet areas under slab
Backfill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc
Last printed 12/9/2014
Foundation Inspection Report
Office No. (518)761-8256 Date Inspection request received: /69//cl f
Queensbury Building&Code Enforcement Arrive: am/pni Depart: arnpin
742 Bay Rd.,Queensbury,NY 128014 Inspector's Initials:
NAME: l PERMIT#:
LOCATION: INSPECT ON: l/ _t efAl�L�1
TYPE OF STRUCTURE:
12�p Comments
Y N NIA
Footings
Piers
Monolithic Slab � �'�
Reinforcement in Place
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement
of the concrete.
Materials for this purpose on site.
Foundation/Wallpour
Reinforcement in Place
Footing Dowels or Keyway in place
Foundation Dampproofing
Foundation Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil p ly for wet areas under slab
ackfill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
L:\Building&Codes Forms\Building&Codes inspection Forms\Foundation Inspection Report.doc
Last printed 12/9/2014
CCU V- "� _3
Foundation Inspection Report
Office No.(518)761-8256 Date Inspection request received: 1 vL l
Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials' 4,& A
NAME: 5e eh� PERMIT
LOCATION: —75— s-jt 0,9r,''t ��' INSPECT ON: U ! 5rll .S
TYPE OF STRUCTURE:
Comments
Y N N/A
Footings
Piers
Monolithic Slab
Reinforcement in Place
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement
of the concrete.
Materials for this purpose on site.
oundation/Wallpour
Reinforcement in Place
Footing Dowels or Keyway in place
Foundation Dampproofmg � � C.,
Foundation Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone: `
12 inch width
6 inches above footing ►c.� "
6 mil poly for wet areas under slab
Backfill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
L:\Building&Codes Forms\Building &Codes\Inspection Forms\Foundation Inspection Report.doc
Last printed 12/9/2014
I l�
Foundation Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building& Code Enforcement Arrive: am/pm Depart.—) Im/pm
742 Bay Rd., Queensbury,NY 12804 Inspector's Initials:
NAME: ' `S PERMIT#:
C
LOCATION: x -) INSPECT ON: 2-C rZ>
TYPE OF STRUCTURE: �4YlYY"��✓l
Comments
Y N N/A
FootingsrZ
t�
Piers
Monolithic Slab f j
Reinforcement in Place
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement
of the concrete.
Materials for this purpose on site.
Foundation 1 W allpour
Reinforcement in Place
Footing Dowels or Keyway in place t.-11ti�
Foundation Dampproofing a
Foundation Waterproofing
Footing Drain Daylight or Sumps
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil poty for wet areas under slab
Backfill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/ Exterior
R-
Rough Grade 6 inch drop within 10 ft.
L:\Building&Codes Forms\Building &Codes\1nspection Forms\Foundation Inspection Report.doc
Last printed 12/9/2014
12, 36
Foundation Inspection Report
Office No. (518) 761-8256 Date InspectioEMI
Queensbury Building&Code Enforcement Arrive: 128epart:742 Bay Rd., Queensbury,NY 12804 Inspector's IniNAME: -1 ZUI
LOCATION: �J % L j 15 0 U" "-') INSPECT ON: �' �PZ,�
TYPE OF STRUCTURE:
Comments
Y /N N/A
Footings
Piers
Monolithic Slab
Reinforcement in Place
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement
of the concrete. r
Materials for this purpose on site.
oundation/Wallpour 1J- l LL6
Reinforcement in Place
Footing Dowels or Keyway in place
Foundation Dampproofing
Foundation Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil poly for wet areas under slab
Backfill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
L:\Buiiding &Codes Forms\Building &Codes`Inspection FarrnslFoundation Inspection Report.doc
Last printed 12/9/2.014
�4
1��I
Foundation Inspection Report
Office No. (518) 761-8256 Date Inspection re t r eivcd:
Queensbury Building&Code Enforcement Arrive: Depart: `-
742 Bay Rd., Queensbury,NY 12804 Inspector's Initialsi
NAME: l Ck� P T 4:
LOCATION: INSPECT ON: 2-GAS
TYPE OF STRUCTURE: 111V-1 YYl
Comments
Y N N/A � c:� y 61 CD t
Footings
Piers
Monolithic Slab
Reinforcement in Place
The contractor is responsible for 666MA 1O%t\)--L
providing protection from freezing
for 48 hours following the placement
of the concrete.
Materials for this purpose on site.
Foundation/Wallpour
Reinforcement in Place
Footing Dowels or Keyway in place
Foundation Dampproofing
Foundation Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil poly for wet areas under slab
Backfill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
L:\Building&Codes Forms\Bullding &Codes\Inspection Forms\Foundation Inspection Report.doc
Last printed 12/9/2014
b
Foundation Inspection Report 2
Office No. (518) 761-8256 Date Inspection�eyu iv : I()
Queensbury Building& Code Enforcement Arrive: ' p epart: a m
742 Bay Rd., Queensbury,NY 12804 Inspector's Initials:
NAME: 2�� P IT 4: 2�tFD-a41
LOCATION: e �r� cy1 -_ INSPECT ON: bo 9
TYPE OF STRUCTURE: o,4 Vv)
Comments
x N N/A
-el
e -9 1 �
Footings
Piers
Monolithic Slab
Reinforcement in Place
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement
of the concrete.
Materials for this ase on site.
Foundation/Wallpour
Reinforcement in Place
Footing Dowels or Keyway in place
Foundation Dampproofing
Foundation Waterproofing
Footing Drain Daylight or Sump
ooting Drain Stone:
12 inch width
6 inches above footing
+� 6 mil poly for wet areas under slab
Backfill Approvals
P mbing Under Slab
PVC/Cast/Copper
Foundation Insul ' n Interior PEyderior
RND
-
Rough Grade 6 inch drop within 10 ft.
L:\Building &Codes Forms\Building &Codes\1nspection Forms\Foundation Inspection Report.doc
Last printed 12/9/2014
CQMcheck Software Version 4.0.1
Envelope Compliance Certificate
Project Information
Energy Code: 2014 New York Energy Conservation Construction Code
Project Title: Seeley Machine Inc. New Building
Location: Warren County, New York
Climate Zone: 6a
Project Type: New Construction
=FILECOF
Construction Site: Owner/Agent: DesigneriContractor.
75 Big Boom Road Seeley Machine Inc. Hutchins Engineering
Queensbury, NY 128€74 Queensbury, NY
Building Area Floor Area
1-Manufacturing facility : Nonresidential 15000
Additional Efficiency Package
Reduced interior lighting power.Requirements are implicitly enforced within anterior lighting allowance calculations.
Envelope Assemblies
Assembly Gross Area Cavity Cont. Proposed Budget U-
or R-Value R-Value U-Factor Factor,3,
Perimeter
Roof 1:Metal Building,Standing Seam,[Bldg. Use 1 -Manufacturing 15000 25.0 13.0 0.032 0.031
facility]
Exterior Wall 1:Metal Building Wall, Double Layer Mineral Fiber, [Bldg. 12120 0.0 25.0 0.039 0.052
Use 1 -Manufacturing facility]
Door 1: Insulated Metal, Non-Swinging,[Bldg. Use 1 -Manufacturing 420 -- --- 0.077 0.077
facility]
Door 2: Insulated Metal. Swinging,[Bldg. Use 1 -Manufacturing facility] 63 --- — 0.077 0.370
Floor 1:Slab-On-Grade:Unheated,Vertical 4 ft., [Bldg. Use 1 - 500 --- 10.0 0.495 0.550
Manufacturing facility](b)
(a) Budget U-factors are used for software baseline calculations ONLY,and are not code requirements.
(b)Slab-On-Grade proposed and budget U-factors shown in table are F-factors.
'Envelope • better than code
Envelope Compliance Statement
Compliance Statement. The proposed envelope design represented in this document is consistent with the building plans,
specifications, and other calculations submitted with this per it application.The proposed envelope systems have been
designed to meet the 2014 New York Energy Conservation o struction Code requirem nts in COMcheck Version 4.0.1 and to
comply with the mandatory req irements listed in the Insp fcyon Che klist.
Name-Title natu DatFe
Project Title: Seeley Machine Inc. New Building Report date: 09/18115
Data filename: ]:IGTHProjects132 - Industrial Misc132028a1Seeley COmchedk.cck Page 1 of 14
COMcheck Software Version 4.0.1
Interior Lighting Compliance Certificate
Project Information
Energy Code: 2014 New York Energy Conservation Construction Code
Project Title: Seeley Machine Inc. New Building
Project Type: New Construction
Construction Site: OwnerlAgent: Designer/Contractor:
75 Big Boom Road Seeley Machine Inc. Hutchins Engineering
Queensbury, NY 12804 Queensbury, NY
Additional Efficiency Package
Reduced interior righting power. Requirements are implicitly enforced within interior lighting allowance calculations.
Allowed Interior Lighting Power
A B C D
Area Category Floor Area Allowed Allowed Watts
(ft2) Watts/ft2 (B X C)
1-Manufacturing facility 15000 1 .11 16650
Total Allowed Watts= 16650
Proposed Interior Lighting Power
A B C D E
Fixture ID : Description!Lamp 1 Wattage Per Lamp 1 Ballast Lamps/ #of Fixture (C X D)
Fixture Fixtures Watt.
1-Manufacturingfacility
LED 1:Other: 1 35 197 6895
Total Proposed Watts= 6895
Interior Lighting PASSES: Design .d
Interior Lighting Compliance Statement
Compliance Statement: The proposed interior lighting design represented in thss document is consistent with the building plans,
specifications, and other calculations submitted with thls rmit application.The proposed interior lighting systems have been
designed to meet the 2014 New York Energy Conservati*.onstdruon a requsrements in COMcheck Version 4.D.1 and to
comply with the mandatory requirements listed in the Inckli
Name-Title _ gnature Da
Project Title: Seeley Machine Inc. New Building Report date: 09/18/15
Data filename: J:\GTHProjects\32 - Industrial Misc132028a1Seeley COmchedk.cck Page 2 of 14
COMcheck Software Version 4.0.1
Mechanical Compliance Certificate
Project Information
Energy Code: 2014 New York Energy Conservation Construction Code
Project Title: Seeley Machine Inc. New Building
Location: Warren County, New York
Climate Zone: 6a
Project Type: New Construction
Construction Site: Owner/Agent: _ Design erlContractor:
75 Big Boom Road Seeley Machine Inc. Hutchins Engineering
Queensbury, NY 12804 Queensbury, NY
Additional Efficiency Package
Reduced interior lighting power.Requirements are implicitly enforced within interior lighting allowance calculations.
Mechanical Systems List
Quantity System Type&Description
I HVAC System 1 (Single Zone):
Heating:4 each-Other,Electric,Capacity= 100 kBtulh
No minimum efficiency requirement applies
Fan System: None
Mechanical Compliance Statement
Compliance Statement., The proposed mechanical design represented in this document is consistent with the building plans,
specifications, and other calculations submitted with this pe it application.The proposed mechanical systems have been
designed to meet the 2014 New York Energy Conservation CrstructionCode requirements in COMcheck Version 4.0.1 and to
comwith the mandatory req irements listed in the Ins ion Che t.
ame-Titlegnatu Dowc
Project Title: Seeley Machine Inc. New Building Report date: 09/18/15
Data fiPename: ):IGTHProjects132 -Industrial Misc132028a%Seeley COmchedk.cck Page 3 of 14