CC-0027-2019 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-0027-2019
Tax Map No: 309.9-2-6
Permission is hereby granted to: Boguslaw Bielecki
For property located at: 120 Luzerne 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
Type of Construction
Owner Name: Boguslaw Bielecki Factory-Industrial-New $5,000,000.00
Owner Address: 282 Glen ST Total Value $5,000,000.00
Glens Falls,NY 12801
Contractor or Builder's Name/Address Electrical Inspection Agency
Boguslaw Bielecki
282 Glen ST
Glens Falls,NY 12801
Plans&Specifications
New Commercial Building 24, 110 s.f.
Mixed Use:manufacturing,warehouse,offices
$ 0.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Thursday,March 26,2020
(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 Queensbury; Wednesday,March 27,2019
SIGNED BY: . � 1• ll
for the Town of Queensbury.
Director of Building&Code Enforcement
f
Office Use Only
PRINCIPLE STRUCTURE PERMIT OOt- . 29Al
Permit#: CC
APPLICATION Permit Fee:$ • db
Town of Queensbury
*Rec. Fee:$ r \A
742 Bay Road,Queensbury, NV 12804 Invoice#: \\`),3
P: 518-761-8256 www .queensburynet
Project Location: _120 Luzerne Road faucet. '2
Tax Map It: _309.9-2-6 Subdivision Name: NA
TOWN BD.RESOLUTION 86-2013:$850 recreation fee for new dwelling units: single family,duplexes/two-family,
multiplefamily, apartments,condominiums, townhouses,and/or manufactured & modular homes,but not mobile
homes. This is in addition to the permit fee(s).
CONTACT INFORMATION:
• Applicant:
Name(s): Boguslaw Bielecki lECEOVE0
Mailing Address, C/S/Z: 282 Glen Street, Glens Falls NY 12801
Cell Ph.: (917) 414-5590 Land Line: ( II JAN 2 2 2019
Email: bjbielecki14@gmail.com
• Primary Owner(s): TOWN OF QUEENSBURYBUILDING&CODES
Name(s):Boguslaw Bielecki
Mailing Address, C/S/Z: 282 Glen Street,Glens Falls NY 12801
Cell Ph.: (917)_414-5590 Land Line: ( )
Email: bjbielecki12@gmail.com
• Contractor(s):
Name(s): Boguslaw Bielecki
Mailing Address, C/S/Z: 282 Glen Street,Glens Falls NY 12801
Cell Ph.: (917)414-5590 Land Line: ( )
Email: bjbielecki14@gmail.com
• Architect(s)/Engineer(s):
Name(s): Rucinski Hall Architecture— Ethan Hall
Mailing Address, C/S/Z:134 Dix Ave, Glens Falls NY 12801
Cell Ph.: ( ) Land Line: (518)741-0268
Email: _ephall@nycap.rr.com
Contact Person for Building & Code Compliance: Ethan Hall
Cell #.: ( ) Land Line: (518)741-0268
Email:_ephall@nycap.rr.com
Principle Structure Application Revised January 2019
l PROJECT INFORMATION:
TYPE: ® Commercial ❑ Residential
WORK CLASS:
❑ Single-family El Two-family ❑ Multi-family (#of units:
❑ Townhouse Business Office ❑ Retail ❑ Hotel/Motel
0 Industrial/Warehouse El Garage (#of cars ►3 Other (describe Manufacturing
STRUCTURE SQUARE FOOTAGE: GARAGE SQUARE FOOTAGE:
1ST floor:_15,232 1ST floor:
2"d floor:_5,902 2"d floor:
3rd floor:_2,976
Total square feet:
Basement(habitable space):
Total square feet: _24,110
ADDITIONAL PROJECT INFORMATION:
1. Estimated Cost of Construction: $_$ 5,000,000
2. Proposed use of the building:_Mixed use—Manufacturing, warehouse &offices
3. If Commercial or Industrial, indicate the name of the business: _Unknown at current time_
4. Source of Heat: 0 Gas ❑Oil ❑Propane ❑Solar ❑Other:
(Fireplaces need a separate Fuel Burning Appliances&Chimney Application, one per appliance)
5. Are there any structures not shown on the plot plan? DYES NO Explain:_
6. Are there any easements on the property? DYES ONO
7. SITE INFORMATION:
a. What is the dimensions or acreage of the parcel? _12.92 acres
b. Is this a corner lot? OYES NO
c. Will the grade be changed as a result of the construction? DYES ❑NO
d. What is the water source? ®PUBLIC ❑PRIVATE DWELL
e. Is the parcel on SEWER or a PRIVATE SEPTIC system? _Private
Principle Structure Application Revised January 2019
DECLARATION:
I. I acknowledge that no construction shall commence prior to issuance of a valid building
permit and work will be completed within a 12 month period.
2. If the work is not completed 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
and/or 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 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: _Ethan P. Hall — Architect/Agent for the Applicant
SIGNATURE: DATE: _21 Jan 2019
Principle Structure Application Revised January 2019
RUCINSKI HALL ARCHITECTURE P.
Ronald Richard Rucinski � ,�
Ethan Peter Hall FILE COPY �� J
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134 Dix Avenue ` is'
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Glens Falls NY 12801 �P �
Voice 518 741-0268
Fax 518 741-0274
Email ephall@nycap.rr.com
Transmittal
To: John O'Brien — Code Enforcement—Town of Queensbury - MAR 1 1 9019 IY,'
From: Ethan Hall Tom OF CI ' -i-- �'°=ccy
COMMUNITY D._VE1 OP. ST
Date: 11 March, 2019
Re: Bielecki — 120 Luzerne Road
Per your email of 31 Jan 2019 we are providing the following information for the above referenced
project cation;
. copies of stamped electrical plans—final electrical plans will be provided as the tenant fit-
ups are being done.
. copies of stamped mechanical plans —final mechanical plans will be provided as the
enant fit-ups are being done.
. copies of stamped plumbing plans —final plumbing plans will be provided as the tenant fit-
ups are being done.
onstruction Technology will be performing all 3rd party inspections—contract between the
Owner and CT is included
. Air Barrier Solutions will be performing blower door testing — contract between the Owner
/and ABS is included
y. Adirondack Air Balancing will be performing the HVAC air balancing —an email from John
erry indicating such is included
. MH Professional Engineering will providing the Commissioning Report for the project—a
letter from John Yost from MH Professional Engineering stating such is included.
8. Items from the Fire Marshals list include;
a. Final sprinkler plans will be submitted for approval once the sprinkler contractor has
been determined
b. Elevator specifications will be submitted once the elevator supplier has been
determined
c. Know Box location has been indicated on the plans previously submitted
d. HVAC final plans as noted above will be supplied upon tenant fit-up
e. Fire alarm plans will be provided once a fire and security company has bee
determined.
I believe this addresses all outstanding items. If there are any additional items that need to be
provided please let me know.
Y:\Bielecki\Luzerne Road-Storage Buildings'Paperwork\Transmittal-11 Mar 2019.doc
CONSTRUCTION TECHNOLOGY
INSPECTION & TESTING DIVISION, P.D.&T.S., INC.
4 William Street,Ballston Lake,New York 12019
Phone: (518)399-1848 Fax: (518)399-1913
March 4, 2019
TOWN OF QUEENSBURY BUILDING DEPARTMENT
742 Bay Road
Queensbury,New York 12804
Att'n: Building Code Enforcement Officials
Re: MIX USE PROPERTY: 120 LUZERNE ROAD,QUEENSBURY,NEW YORK
Construction Materials Inspection and Testing Services
Greetings,
Per the request,Mr. Boguslaw Bielecki, we are pleased to inform you CONSTRUCTION
TECHNOLOGY has been retained to provide the construction materials inspection and
testing services required of the referenced project including but not limited to:
Soil compaction and portland cement concrete inspection and testing.
As such, we would like a moment to introduce our organization.
CONSTRUCTION TECHNOLOGY is the construction materials inspection division of
Product Development&Technical Services, Inc. Since our 1984 incorporation in New York
State, we have been devoted to providing the highest standards of on time field inspection,
testing and laboratory support to the construction industry. Our desire is a QC/QA involvement
with projects committed to timely completion while satisfying the quality controls and
assurances necessary to support today's strict design criteria.
All too often materials inspections are viewed as a necessary evil or a requirement to be
overlooked.Many times the laboratory brings this attitude on itself because of less than fully
qualified personnel,tardy response time or uncompromising attitudes of technicians.
Given the opportunity,we are confident we can provide the services that reflect our strong
desire to be an asset to the construction process.
Our facility and field technical force is supported by state of the art test equipment, including
nuclear soil/asphalt density test equipment, automatic soil moisture/density(Proctor) apparatus,
temperature/humidity controlled curing environments for concrete specimens, and all other
necessary equipment to satisfy the requirements of the American Society for Testing and
Materials (ASTM) standards C-1077 and E-329 as they relate to a commercial inspection
agency.
CONSTRUCTION TECHNOLOGY has submitted to outside auditing by having our
personnel,equipment, facility and quality assurance plan evaluated by the Cement and
Concrete Reference Laboratory(CCRL) of the National Standards Institute.A copy of the
CCRL/NSI audit and finding is available upon request.
March 4, 2019
TOWN OF QUEENSBURY BUILDING DEPARTMENT
Re: MIX USE PROPERTY: 120 LUZERNE ROAD,QUEENSBURY,NEW YORK
Construction Materials Inspection and Testing Services
Our staff ranges from consultant Professional Engineers, hydrologists and geologists to field
technicians and materials inspectors with technical backgrounds of educational degrees and/or
substantiated experience in a construction oriented discipline.Field inspectors also possess a
combination of the following certifications:
* Certification at various levels (AET-I through SET-IV)by the National Institute for
Certification in the Engineering Technologies (NICET).
* American Concrete Institute(ACI)Grade I Concrete Inspector.
* American Concrete Institute (ACI) Certified Concrete Construction Special Inspector.
* North East Transportation Training&Certification Program(NETTCP).Certified Soil and
Aggregate Inspector
* Troxler Nuclear Gauge Training Program for Radiation Safety Officers and Field Operators.
*NYSDoT Certified Asphalt Density Inspector.
* J&L Testing, Inc. Certification Program for Sanitary Landfill Inspectors.
* J&L Testing,Inc.Certification Program for Quality Control and Inspection of Geosynthetic
Systems for Use in Solid and Hazardous Waste Disposal Facilities.
In addition to particular qualifications,field inspectors are familiar with all phases of
construction materials testing and inspection including soils, concrete,reinforcement,masonry,
structural steel, fireproofing and roof installation. This generally alleviates the need and
expense of employing more than one inspector on a particular project.
CONSTRUCTION TECHNOLOGY currently has the capabilities to provide inspection and
testing services relating to many construction concerns including but not limited to: subsurface
drilling and investigation, soils placement and compaction,foundation design
recommendations,portland cement concrete,unit masonry, mortars, grouts,bituminous
concrete, structural steel and fireproofing,as well as all associated laboratory services.
In general, all forms of materials testing and inspection services, as they relate to the
construction industry, may be obtained through CONSTRUCTION TECHNOLOGY.
We appreciate your interest in our firm and our line of work.
We look forward to completing the construction materials inspection,testing and laboratory
requirements for: MR.BOGUSLAW BIELECKI.
If there are any questions, or when we may be of assistance,please contact this office
immediately.
Respectfully,
CONSTRUCTION TECHNOLOGY
gealio
Tom Joslin, S.E.T.,(NICET)
Manager Technical Services
Catherine Muller
257 Middle Road
Crown Point, NY 12928
AIR BARRIER "- 518-597-4503
SOLUTIONS , Ca?cmuller AirBarrierSolutions.com
3/6/19
To whom it may concern,
Air Barrier Solutions, Inc. has agreed to be the Bower Door Test agent for Mr. Boguslaw
Bielecki at the site location of 120 Luzerne Rd. Queensbury, NY 12804.
The purpose of the test is to verify per the Commercial Energy Code C402.5 that the tested air
leakage rate of the building's envelope is not greater than 0.4 CFM75/SF (0.2 L/s * M2). We will
be conducting a depressurization building envelope test, per ASTM E779, per the code. It will
be an air barrier systems enclosure test that excludes HVAC-related openings
Air Barrier Solutions, Inc. is a building envelope testing and repair firm based out of Crown
Point, NY. Our primary testing services include ASTM E779 Standard Test Method for
Determining Air Leakage Rate by Fan Pressurization, ASTM E1186 Standard Practices for
Air Leakage Site Detection in Building Envelopes and Air Barrier Systems and ASTM
E783 Standard Test Method for Field Measurement of Air Leakage Through Installed
Exterior Windows and Doors. Air Barrier Solutions, Inc.'s primary focus is providing inspection
and repair services to existing buildings for air leakage issues. Typical technologies employed
during our inspections include orifice fan induced pressures, infrared inspections, airflow
measurement devices, ultrasonic testing devices and smoke tracers to indicate airflow.
Mr. Larry Harmon of Air Barrier Solutions, Inc., who was our test lead, is a full voting member of
the ASTM E06 committee which oversees a number of building performance standards
including the ASTM E779 standard. He was the founding Executive Director of the Building
Performance Institute, Inc. and served on the committee developing the USACEE airflow testing
standard.
Air Barrier Solutions, Inc. has sponsored and/or participated in a number of research projects
including the ASHRAE 1478-RP Measuring Air-tightness of Mid- and High-Rise Non-Residential
Buildings project and MNCEE's project on air sealing effectiveness in commercial buildings. Air
Barrier Solutions also has conducted proprietary research into application specific treatments for
measures such as roof-wall joint sealing and weatherstripping things like doors, windows and
overhead doors utilizing pre and post installation ASTM E779 tests or ASTM E783 test
protocols.
Si c sely,
Catherine Muller
President
Changing the world, one building at a time. for a carbon-neutral future. On time. On budget, Quality assured.
www.AirBarrierSolutions.com
Ethan Hall
From: Boguslaw Bielecki <bjbielecki14@gmail.com>
Sent: Monday, March 11, 2019 9:08 AM
To: Ethan Hall
Subject: Fwd: Bielecki MEP plans - 1 Mar 2019.pdf
Forwarded message
From: John Merry<adirondackairbalance@gmail.com>
Date: Thu, Mar 7, 2019, 9:42 AM
Subject: Re: Bielecki MEP plans - 1 Mar 2019.pdf
To: Boguslaw Bielecki<bjbieleckil4@gmail.com>
HI Bob,
I got the plans. I would think there would certainly be more to the HVAC systems than is shown.
Typically we work for the mechanical installer. That is not to say I could not work directly for you the
owner.
It would be my understanding that the building inspector is simply giving you a heads up that a balance
of systems is needed for a certificate of occupancy.
I would think that you are going to do fit ups as you are able to find tenants so the systems would be
tailored to their needs.
Please feel free to forward this to the building inspector.
Thanks,
John
On Tue,Mar 5, 2019, 8:58 AM Boguslaw Bielecki<bjbielecki14@gmail.com>wrote:
Hello this is boguslaw bielecki. Here are the plans for 120 Luzeme Road. If you have any questions
please call me at
917 414 5590
i
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PROFESSIONAL ENGINEERING,PLLC
Mr. Boguslaw Bielecki February 13, 2019
Luzerne Road
Town of Queensbury,New York 12804
RE: Commissioning—Bielecki Building
Attached,please find our detailed proposal to provide Commissioning Authority Services for the mixed-
use facility (Bielecki Building) construction project.
Our firm can mobilize immediately to provide these services should we be selected,and we believe that
our detailed,customized and methodical approach to commissioning will complement your project team
and exceed expectations.
MEI Professional Engineering, PLLC personnel have successfully completed comprehensive
commissioning projects and have extensive experience with projects of this complexity.
We appreciate the opportunity to respond to this request for proposal. If you have any questions,
please contact me.
Sincerely,
John Yost, CBCP
Director of Commissioning Services
MH Professional Engineering, PLLC
518-280-6522 x103
jyost@mhproengineering.com
5 Corporate Drive*Clifton Park,NY 12065 *Phone:(518)280-6522*Fax:280-6526
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PROFESSIONAL ENGINEERING,PLLC
Proposal
To Provide
Commissioning Authority Services
Mixed Use Facility
Boguslaw Bielecki
Town of Queensbury, New York
Commissioning Authority Services MH Professional Engineering,PLLC
5 Corporate Drive
Bielecki Building Clifton Park,NY 12065
518-280-6522
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PROFESSIONAL ENGINEERING,PLLC
MH Professional Engineering,PLLC is pleased to offer the following qualifications in response
to Ethan P.Hall's request to provide Commissioning Authority Services for the Mixed Use
Facility construction project,Bielecki Building located in the Town of Queensbury,New York.
Benefits and Value to the Bielecki Building
Commissioning Experience: MH Professional Engineering,PLLC personnel have been
providing commissioning services for over 15 years to a variety of clients in the public and
private sectors on projects of varying complexity, including small HVAC installations, central
boiler and chiller plants, laboratory facilities, office buildings and LEED projects, including
successful completion of the construction and certification of KAPL Building 04 on the
Niskayuna site (gold certification),Hudson River Community Credit Union (silver certification)
and Cohoes Community Center(gold certification).
In-House Design Engineering Personnel: MH Professional Engineering provides MEP design
services for a number of clients as its core service providing in-depth analysis of building
systems.
Similar Project Experience: MH Professional Engineering has extensive experience with
similar projects. Our personnel have provided commissioning services to a number of clients
where the scope of work included equipment and systems as designed for the project.
BMS and Controls Expertise: MH Professional Engineering recognizes that effectively
controlling equipment and systems is critical, and an efficiently operating and programmed
Building Management System is integral to that process. We have extensive expertise with the
systems of a variety of vendors, including Carrier,Automated Logic,Johnson Controls,Metasys,
Andover, Siemens and Trane.
Hands-on Operations Experience: In addition to engineering and management experience, our
personnel have significant hands-on operational experience and understand the information that
operators need to effectively manage and operate their facilities. This makes MEI Professional
Engineering personnel uniquely qualified to evaluate training programs,to participate in
development of training syllabi and to verify that facility personnel are receiving the proper
training to effectively operate equipment and systems to achieve energy and maintenance goals.
Ability to Mobilize: MH Professional Engineering is prepared to start work immediately to
begin reviewing design documentation,preparing the commissioning plan and inspection
documentation.
Technical Expertise
Our commissioning personnel not only have the requisite experience in the commissioning of
facilities, but they also have experience in hands-on testing of equipment and systems,
Commissioning Authority Services MH Professional Engineering,PLLC
5 Corporate Drive
Bielecki Building Clifton Park,NY 12065
518-280-6522
4 x�.
PROFESSIONAL ENGINEERING,PLLC
construction,operations, design of mechanical and electrical systems, and the peer review of
facility designs.
This expertise is not only critical to the development of our inspection and testing procedures,
witnessing of performance functional testing,but provides the credibility to effectively manage
the commissioning process and integrate with the project team. Our commissioning team has
extensive experience in operations and maintenance of buildings that provides our clients with a
key advocate to assist them in the critical transition from construction to occupancy. We have
been instrumental in developing training plans and syllabi,preventative maintenance plans and
hands-on training for facility personnel.
In addition, our mechanical and electrical design capabilities allow us to effectively evaluate
existing systems operation and provide recommendations for improvements in both energy and
operations.
MH Professional Engineering also has an internal quality assurance/quality control program that
stresses quality is achieved through the strict adherence to established procedures. Quality is not
"checked"into a project. QA/QC is the process by which our principals assure that our
personnel are adhering to the procedures, and therefore providing direction and tools for our
engineers to succeed.
Personnel Qualifications
MH Professional Engineering,PLLC and its commissioning personnel have extensive
experience in the commissioning of commercial and institutional projects. This experience dates
back to the early 2000s when commissioning was in its infancy and the true benefits were not yet
realized.
The following details the key team members for this project as well as a description of their
roles.
Principal-in-Charge Michelle Houghtaling,P.E.
Ms.Houghtaling will serve as the Principal-in-Charge. She has more than 20 years of HVAC
design engineering and management experience in projects involving design, construction,
commissioning and operations. She provides the commitment to clients that their project will be
achieved to their expectations and satisfaction. She is responsible for ensuring that the team
members have access to the resources necessary to execute the project and also provides the
internal quality assurance and quality control. She will also provide input on design reviews,
review of equipment submittals and analysis of value engineering decisions.
Commissioning Authority Services MH Professional Engineering,PLLC
5 Corporate Drive
Bielecki Building Clifton Park,NY 12065
518-280-6522
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PROFESSIONAL ENGINEERING,PLLC
Director of Commissioning Services John Yost, CBCP
Mr. Yost has dedicated the majority of the past seven years to the execution and delivery of
building commissioning and has developed and implemented systems to improve the quality,
efficiency and communication for the commissioning process. He is a Certified Building
Commissioning Provider(CBCP) and has provided commissioning services for several LEED
certified projects.
Mr. Yost is experienced in commissioning equipment, systems, and buildings for projects of
varying scopes and complexity. He has provided these services for higher education facilities, as
well as numerous State Agencies, Federal Government and other private institutions. He has had
significant expertise in leading complex commissioning projects and has delivered these services
throughout all project phases, from developing the commissioning specifications during the
design phase through system and equipment testing as well as warranty reviews and operator
training.
Mr. Yost will be the main point of contact for this project. He will be responsible for the daily
project management and direct supervision of team personnel and will be involved in all phases
of the commissioning efforts. This will include developing,performing and documenting pre-
functional inspections and functional performance testing for all equipment within the scope of
services.
Project Team Integration and Communication
With a keen understanding of the design and construction process, we are able to create a
positive and productive relationship with the project team by working to seamlessly integrate the
commissioning services into the normal design and construction process. We are committed to
being flexible,communicating effectively and quickly turning around reports without
unnecessarily burdening the other team members.
MU Professional Engineering professionals have worked closely with many design and
construction teams during all of our commissioning projects and truly believe the success of the
commissioning process relies on the Commissioning team's ability to work well and effectively
with construction and design personnel. We believe that the established protocols for the direct
involvement of the Commissioning Provider as a member of the project improves the
understanding of the commissioning process by all team members and accelerates the acceptance
process, reduces the potential for delays, and improves the overall operation, efficiency and
comfort of the building.
Internal Systems and Methodologies
Commissioning Authority Services MR Professional Engineering,PLLC
5 Corporate Drive
Bielecki Building Clifton Park,NY 12065
518-280-6522
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PROFESSIONAL ENGINEERING,PLLC
MH Professional Engineering has developed definitive protocols to customize inspection criteria,
perform inspections and produce deficiency lists that will allow us to efficiently and effectively
provide commissioning services. All of our protocols and systems have been designed with
three primary objectives:
➢ Maintain the highest degree of quality control through the commissioning process.
➢ Verify that all the team members clearly and easily understand the commissioning
process
➢ Distribute information quickly,verify that the information is accurate and complete, and
ensure the team members can easily manage the process involved to track corrective
actions
Inspection and Testing Process
During the design phase of the project,MH Professional Engineering team members begin to
gain a thorough understanding of the equipment and the systems to be installed. This is
accomplished by carefully reviewing drawings and specifications and having candid discussions
with the Design and Construction Team. During this process,the Inspection and Testing Forms
will be developed. This process and methodology raises our level and value of services and
emphasizes our commitment to:
➢ Customizing the inspection tools to enable inspectors to focus on the items relevant to
that particular equipment or system.
➢ Providing the highest level of detail and documentation throughout the entire inspection
process.
This detailed and customized approach continues throughout our Functional Testing Procedures
development.
The functional testing procedures have three key elements:
➢ Functional Testing Summary
➢ Detailed Functional Testing Procedures
D. Functional Testing Results
The Functional Testing Summary is an important one-page overview that can be utilized as a
summary for discussion and planning that is more effective with team members than a multi-
page detailed procedure. The summary also provides a valuable tool in effectively
communicating an up-to-date status of our commissioning progress to any part of the team.
All equipment and systems are fully-inspected and tested.
Commissioning Authority Services MH Professional Engineering,PLLC
5 Corporate Drive
Bielecki Building Clifton Park,NY 12065
518-280-6522
PROFESSIONAL ENGINEERING,PLLC
Deficiency Data Management
MH Professional Engineering believes that the foundation of a successful commissioning project
is the effective and efficient management of deficiencies identified by the Commissioning
Provider. Our approach through the management,reporting and contractor correction response
protocols provides the highest degree of quality and accountability.
The deficiencies are managed in a database with customized reports designed to display critical
information pertinent to project team members. The deficiency reports are available for review
by the project team and can be easily integrated into the project management and punchlist
software utilized by the CM.
MH Professional Engineering has developed its deficiency management system to allow for
maximum flexibility in presentation and distribution of data. Through our many years of
commissioning experience,we have evolved user-friendly reports that clearly and succinctly
present our commissioning findings and results to the project team.
Status Reports
MH Professional Engineering will provide on a timely basis a Commissioning Status Report that
provides the following information:
➢ Commissioning Progress to Date: Includes a list of equipment and systems recently
inspected and tested.
➢ Upcoming Commissioning Activities: Includes a list of upcoming equipment and
systems to be inspected or tested.
➢ Critical Items: Includes a list of issues regarding scheduling, inspection or testing results
and any other issues that need to be brought to the attention of the team.
➢ Summary of Deficiencies: A table that summarizes the current open and deficiency log.
Scope of Services
Project Description
MH Professional Engineering will provide Commissioning Authority Services of the new
systems in accordance with ASHRAE Guideline 0-2005, The Commissioning Process.
Systems to be Commissioned
Commissioning Authority Services MH Professional Engineering,PLLC
5 Corporate Drive
Bielecki Building Clifton Park,NY 12065
518-280-6522
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PROFESSIONAL ENGINEERING,PLLC
MH Professional Engineering will provide commissioning services for the following equipment
and systems as detailed in the drawings and specifications delivered by Ethan P.Hall on
2/11/2019.
➢ Entire HVAC System
> Entire Lighting Systems
> Entire Plumbing System
➢ Electrical System as it relates to the HVAC,Lighting and Plumbing Systems
> Fire Alarm System as it relates to the HVAC system
Construction Phase
> Review Design Documentation and record comments
➢ Prepare a commissioning plan
➢ Prepare a commissioning schedule
➢ Coordinate and direct commissioning activities in a logical, sequential and efficient
manner
➢ Prepare and distribute equipment certification forms,pre-functional inspection checklist
and functional performance testing forms
➢ Inspect installation to observe quality of work and review conformance with the
commissioning requirements
➢ Maintain deficiency logs
> Witness equipment startup and system tests
Acceptance Phase
➢ Verify TAB Reports
➢ Verify control component calibration
> Verify equipment performance
> Witness functional testing of equipment and systems
> Optimize system setting during functional testing
> Perform deferred functional performance testing
➢ Review Operation and Maintenance Manuals
➢ Review As-Built Drawings
> Prepare a detailed commissioning report
Warranty Phase
➢ Perform deferred functional performance testing
Commissioning Authority Services MH Professional Engineering,PLLC
5 Corporate Drive
Bielecki Building Clifton Park,NY 12065
518-280-6522
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PROFESSIONAL ENGINEERING,PLLC
Proposal Structure and Professional Fee
This proposal details our proven and successful project approach and the scope of services. In
addition, it details our extensive experience in providing commissioning services,the expertise
of our key personnel, our proposed organizational approach to providing these valuable services,
and our methodologies and processes for implementing the scope of work.
The professional fees for our commissioning services are:
Construction/Acceptance/Warranty Phase: $ 10,700(Ten thousand seven hundred dollars)
Commissioning Authority Services MH Professional Engineering,PLLC
5 Corporate Drive
Bielecki Building Clifton Park,NY 12065
518-280-6522
TENGINEERING PLLC
structural solutions
FILE COPY
DEC LEIN� C
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L JAN222019
TOWN OF QUEENSBURY
BUILDING&CODES
Structural Calculations
for
Mixed Use Facility
Boguslaw Bielecki
Luzerne Road, Queensbury, NY
309.9-2-6 CC-0027-2019
Bielecki, Boguslaw
_ 120 Luzerne Rd, Bldg 2
NEW 0A New Commercial 24,110 s.f.
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l)PROF E.S \ Prepared By:
Scott Burlingame, P.E.
August 30, 2018
Scott Burlingame,P.E. I 900 Rt.146,Clifton Pork,NY 12065 I T:518.724.0733 1 scott@sbengineeringpllc,com
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13ENGINEERING PLLCJOB
SHEET#ME 1 Mixed Use Facility OF 2
`- ' structural solutions CALC.BY Scott Burlingame, P.E. DATE 8/30/
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BUILDING DESIGN LOADS
Roof Dead Load: Prefabricated Roof Truss — 3 psf
5/8"Sheathing = 2 psf
Built Up Roofing and Insul. = 8 psf
Sprinkler System = 4 psf
Mechanical Ducts = 4 psf
Ceiling&Lights = 4 psf
25 psf
Roof Live Load: Flat Roof Snow Load = 35 psf
Total Roof Design Load = 60 psf
Seismic Roof Dead Load: Prefabricated Roof Truss = 3 psf
5/8"Sheathing = 2 psf
Built Up Roofing and Insul. = 8 psf
Sprinkler System = 4 psf
Mechanical Ducts = 4 psf
Ceiling& Lights = 4 psf
20%of flat roof snow load = 7 psf
32 psf
Manuf.Floor Dead Load: 9/16"-26ga Deck with 4" N.W. Concrete = 48 psf
Ceiling & Lights = 4 psf
Misc. Mech. Ducts = 4 psf
Sprinkler System = 4 psf
Misc. Mech. Ducts = 4 psf
64 psf
Office Floor Dead Load: 9/16"-26ga Deck with 3/4" FRT Plywood = 4 psf
Ceiling & Lights = 4 psf
Misc. Mech. Ducts — 4 psf
Sprinkler System = 4 psf
Misc. Mech. Ducts = 4 psf
20 psf
Scott Burlingame,P.E. I 900 Rt.146,Clifton Pork,NY 12065 I T:518-724-0733 I scott@shengineeringpttc.corn
.4
—' ENGINEERING PBX JOB NAME Mixed Use Facility
structural solutions SHEET# 2 OF
CALC.BY Scott Burlingame, P.E. DATE 8/30/18
Bldg.Area: Entire Roof
Ground Snow Load: 50 psf (At elevations up to 1000 feet)
Project Site Elevation: 500 ft
Adj. Ground Snow(pg): 50 psf
—Building Occupancy —Terrain Category
o I-Agricultural °A.Large City Centers
® II-General *B.General Urban/Suburban
o Ili-Assembly °C.Open Terrain
o IV-Critical Services OD.Open Shoreline
2 2
Roof Exposure —Thermal Factor
°Fu►ly Exposed *Structures Not Noted Below
*Partially Exposed °Poorly Heated/Well Insulated
°Sheltered °Unheated Structures
2 1
Importance Factor(la): 1.0 Thermal Factor(Ct): 1.0
Exposure Factor(Ce): 1.0
Snow Density(g): 20,5 psf
Flat Roof Snow Load(pf): 35.0 psf Height of Uniform Snow(hb): 1.7 ft
Note: This spreadsheet calculates the flat-roof snow load based on the
"Building Code of New York State" (2016)&ASCE 7-10 criteria. To use,
enter the ground snow load and select the appropriate building criteria.
Scott Burlingame,P.E. 1900 Rt.146,Clifton Pork,NY 12065 I T:518-724-0733 I scott(dsbengineeringpllc.com
_r,•eelg ENGINEERING
PLLC HEFT NAME
1 Mixed Use F Facility 2
f
structural solutions CALL.BY Scott Burlingame, P.E. DATE 8/30/18
x
Note: 1. This spreadsheet calculates the seismic design coefficients and building design
category per the"Building Code of New York State - 2016".
2. Use spectral accelerations based on a 2% PE in 50 years.
3. Not valid for Site Class F or E w/Ss>1.0, S1>0.4.
4. To determine Ss&Si,input project address in USGS
online ground hazard application
Site Address: Luzerne Road, Queensbury, NY
Data: Ss 0.232 Mapped spectral acceleration for short periods
SI 0.081 Mapped spectral acceleration for a 1-second period
— Site Class — Occupancy Category
Q Site Class A 0 I/II-General/Agricultural
Q Site Class B 0 III-Assembly
Q Site Class C 0 IV-Critical Services
QQ Site Class D
Q Site Class E
Q Site Class F
Fa= 1.60 F . 2.40
SMS= 0.371 Sim . 0.194
Sun= 0.247 So,= 0.130
SD Cat B SD Cat B
Seismic Design Category B
Scott Burlingame,P.E. 1900 Rt.146,Clifton Park,NY 12065 I T:518.724-0733 I scoff@sbengineeringpllc.com
J
aZ ENGINEERING PLLC SHEET# E 1 Mixed Use Facility 1
1 t'a c:t u r c,l solutions CALC, BY Scott Burlingame, P.E. DATE 8/30/18
x Office Side
Data: - Building Occupancy - Seismic Direction
Q I-Agricultural ® "X"Direction
® II-General O "Y"Direction
Q III-Assembly
Q IV-Critical Services Require Input by User
SDS= 0.247 Mapped spectral acceleration for short periods
SD1= 0.130 Mapped spectral acceleration for a 1-second period
R= 4.000 Response Modification Coefficient (Ordinary plain masonry shearwalls)
IE= 1.000 Importance Factor
hn= 41.75 Total Building Height Above Base (ft)
CT= 0.020 Building Period Coefficient
Calculate Seismic Base Shear:
T=Ta = 0.328 Approximate Fundamental Period (seconds)
Csmin = 0.011 Minimum Seismic Response Coefficient
Cs = 0.062 Seismic Response Coefficient
Csmox = 0.099 Maximum Seismic Response Coefficient
Cs90,,. = 0.062 Governing Seismic Response Coefficient
Total Seismic Weight: Ws = 230.40 (Force in Kips)
Seismic Base Shear : Vs = 14.23 (Force in Kips)
Calculate Vertical Distribution of Seismic Forces:
Distribution Coefficient(k) = 1.00
Level 1 Ws„ (k) hx Wshxk Cvx Fx (k) Mx(k-ft)
Roof 102.40 41.75 4,275.20 0.650 9.24 0.00
Third 64.00 24.00 1,536.00 0.233 3.32 -
164.10
Second I 64.00 12.00 768.00 0.117 1.66 314.89
Ground 0.00 0.00 0.00 0.000 0.00 485.62
0.00 0.000 0.00 0.00 _
0.00 0.000 0.00 0.00
_ j 0.00_ 0.000 0.00 0.00
0.00 0.000 0.00 0.00
Sum 230.4 j 6,579.20 1 1.000 I 14.23 485.62
808 Main Street I Buffalo,NY 14202-1501 I Phone:716.856.1894 I FAX:716.852.2621 I siracuseSE@siracusengineers.com
-.m`� EN G I N E ER I N G Pa( SHEET#ME 1 Mixed Use FaoFity 1
I i ta' i ' " CALC.BY Scott Burlingame, P.E. DATE 8/30/18
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Data: - Building Occupancy Seismic Direction
Q I-Agricultural 0 "X"Direction
Q II-General 0 "Y"Direction
Q III-Assembly
Q IV-Critical Services Require Input by User
Sos= 0.247 Mapped spectral acceleration for short periods
SDI= 0.130 Mapped spectral acceleration for a 1-second period
R= 4.000 Response Modification Coefficient(Ordinary plain masonry shearwalls)
IE= 1.000 Importance Factor
hn= 41.75 Total Building Height Above Base (ft)
CT= 0.020 Building Period Coefficient
Calculate Seismic Base Shear:
T=Ta = 0.328 Approximate Fundamental Period (seconds)
Csmin = 0.011 Minimum Seismic Response Coefficient
Cs = 0.062 Seismic Response Coefficient
Csmox = 0.099 Maximum Seismic Response Coefficient
Csgo,„, = 0.062 Governing Seismic Response Coefficient
Total Seismic Weight: Ws = 307.00 (Force in Kips)
Seismic Base Shear : Vs = 18.96 (Force in Kips)
Calculate Vertical Distribution of Seismic Forces:
Distribution Coefficient(k) = 1.00
Level Ws. (k) hX f Wshsk Cvx I Fx(k) Mx (k-ft)
Roof ( 102.40 41.75 4,275.20 0.566 10.73 0.00
Second 204.80 16.00 3,276.80 0.434 8.23 276.34
Ground 0.00 _ 0.00 0.00 0.000 0.00 579.66
0.00 0.000 0.00 0.00
_ 0.00 0.000 0.00 0.00
0.00 0.000 0.00 0.00
_ 0.00 0.000 0.00 0.00
0.00 0.000 0.00 0.00
Sum I 307.2 7,552.00 I 1.000 18.96 579.66
808 Main Street I Buffalo,NY 14202-1501 I Phone:716.856.1894 I FAX:716.852.2621 I siracuseSE@siracusengineers.com
Iii11 � � ClarkWestern Building Systems
I18 III CW Tech Support: (888)437-3244
8 EE clarkwestern.com
2007 North American Specification ASD
DATE: 9/4/2018
Bielecki Mixed Use
SECTION DESIGNATION: 8005162-68 [501 Single
Jnput Properties:
Web Height= 8.000 in Design Thickness= 0.0713 in
Top Flange = 1.625 in Inside Corner Radius= 0.1070 in
Bottom Flange= 1.625 in Yield Point, Fy= 50.0 ksi
Stiffening Lip = 0.500 in Fy With Cold-Work, Fya = 50.0 ksi
Punchout Width = 1.500 in Punchout Length= 4.000 in
Wall Solver Design Data -Simple Span
Wall Height 16.00 ft Deflection Limit L/120
Lateral Pressure 25.00 psf Axial Load 5440 lb
Stud Spacing 16.0 in
Check Flexure
Load Multiplier for Flexural Strength = 1.00
Flexural Bracing: Full
Mmax= 1067 Ft-Lb <= Ma=4150 Ft-Lb & Ma(distortional) =3759 Ft-Lb
K-phi for Distortional Buckling = 0 Ib*in/in
Check Deflection
Deflection Limit: L/120
Load Multiplier for Deflection = 1.00
Maximum Deflection = 0.235 in Deflection Ratio = L/817
Check Shear
Vmax= 267 lb(Including Flexural Load Multiplier)
Shear capacity not reduced for punchouts near ends of member
Va=4221 lb >=Vmax
Check Web Crippling
Rmax=267 lb(Including Flexural Load Multiplier)
Web Crippling capacity not reduced for punchouts near ends of member
End Bearing Length = 1.00 in
Ra=882 lb>= Rmax, stiffeners not required
Check Axial Interactions
P=5440 lb(Including Axial Load Multiplier)
Axial Loads Multiplied by 1.00 for Interaction Checks
Max unbraced length, KyLy and KtLt=24.0 in Max KL/r= 66
Allowable Pure Axial Load, Pa =9137 lb :Axial Load Ratio, P/Pa =0.595
K-phi for Distortional Buckling = 0 Ib*in/in
Check Equation C5.2.1-1 Check Equation C5.2.1-2
Cmx= 1.00 Pao= 10329 lb
Pcr=55992 lb Alpha =0.813
Equation C5.2.1-1 =0.944 Equation C5.2.1-2=0.810
Maximum Interaction= 0.944<=1.0
111 111 �� ClarkWestern Building Systems
I1I11 CW Tech Support: (888)437-3244
6 clarkwestern.com
2007 North American Specification ASD
DATE: 9/11/2018
Bielecki
SECTION DESIGNATION: 8005162-68 [501 (2) Boxed
Input Properties:
Web Height= 8.000 in Design Thickness= 0.0713 in
Top Flange= 1.625 in Inside Corner Radius= 0,1070 in
Bottom Flange= 1.625 in Yield Point, Fy= 50.0 ksi
Stiffening Lip= 0.500 in Fy With Cold-Work, Fya = 50.0 ksi
Punchout Width = 1.500 in Punchout Length = 4.000 in
Header/Beam Solver Design Data-Simple Span
Header/Beam Span 9.00 ft Deflection Limit L/360
Dead Load = 160.0 lb/ft DL Multiplied by 1.00 for Strength Checks
Live Load =480.0 lb/ft LL Multiplied by 1.00 for Strength Checks
Wind Load = 120,0 lb/ft WL Multiplied by 1.00 for Strength Checks
WL Multiplied by 1.00 for Deflection Checks
Check Flexure
Input Flexural Bracing: None
Cb= 1.14
lyy(Box)=3.192 inA4
J (Box)= 8.155 in^4
Lu =675.5in
Mmax =7695 Ft-Lb <= Ma=8300 Ft-Lb
Check Deflection
Deflection Limit: L/360
Maximum Deflection =0.268 in Deflection Ratio= L/403
Check Shear
Vmax = 3420 lb (Including Flexural Load Multiplier)
Shear capacity not reduced for punchouts near ends of member
Va = 8441 lb>=Vmax
Check Web Crippling
Rmax = 3420 lb (Including Flexural Load Multiplier)
Web Crippling capacity not reduced for punchouts near ends of member
End Bearing Length = 1.00 in
Ra = 1764 lb< Rmax, STIFFENERS REQUIRED
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C[arkWestern Building Systems
11110�lol i1I CW Tech Support: (888) 437-3244
I clarkwestern.com
2007 North American Specification ASD
DATE: 9/11/2018
SECTION DESIGNATION: 10005162-68 [50] Single
Input Properties:
Web Height= 10.000 in Design Thickness= 0.0713 in
Top Flange= 1.625 in Inside Corner Radius= 0.1070 in
Bottom Flange= 1.625 in Yield Point, Fy= 50.0 ksi
Stiffening Lip = 0,500 in Fy With Cold-Work, Fya= 50.0 ksi
Punchout Width = 1.500 in Punchout Length = 4.000 in
Floor Solver Design Data-Simple Span
Joist Span 16.00 ft Joist Spacing 16.0 in
Dead Load:20.0 psf
Live Load =60.0 psf
Check Flexure
Mmax=3413 Ft-Lb <=Ma=5375 Ft-Lb & Ma(distortional) =4696 Ft-Lb
K-phi for Distortional Buckling= 0 Ib*in/in
Check Deflection
Total Load Defi Limit: L/240
Total Load Defl. =0.441 in Total Load Deft, Ratio= L/435
Live Load Defl Limit: L/360
Live Load Deft = 0.331 in Live Load Defi. Ratio= L/580
Check Web Crippling
Web Crippling capacity not reduced for punchouts near ends of member
Rmax=853 lb
End Bearing Length = 1.00 in
Ra=854 lb>=Rmax, stiffeners not required
Check Shear
Vmax=853 lb
Shear capacity not reduced for punchouts near ends of member
Va = 3345 lb>=Vmax
9/4/2018 Design Maps Summary Report
ilig°1°.USGS Design Maps Summary Report
User-Specified Input
Report Title Boguslaw Bielecki
Tue September 4, J018 15:46:15 UTC
Building Code Reference Document 2012/2015 International Building Code
(which utilizes USGS hazard data available in 2008)
Site Coordinates 43.30314°N, 73.70957°W
Site Soil Classification Site Class D - "Stiff Soil"
Risk Category I/II/III
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5S = 0.232 g SMs = 0.370 g Sos = 0.247 g
Si = 0.081 g SM1 = 0.194 g SDI = 0.129 g
For information on how the SS and Si values above have been calculated from probabilistic (risk-targeted) and
deterministic ground motions in the direction of maximum horizontal response, please return to the application and
select the"2009 NEHRP" building code reference document.
MCER Response Spectndm l)esign Response Spu'clrndn
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Bentley
Current Date:10/30/2018 8:41 AM
Units system:English
File name:C:\Users\Scott Burlingame\Dropbox\Projects\2018\18064-Bielecki Mixed Use-RH\Calculations\typical footing.ftd\
Design Results
Reinforced Concrete Footings
GENERAL INFORMATION:
Global status OK
Design Code ACI 318-2014
Footing type Spread
Column type Concrete
Geometry
• 18 in
•
I� 7 ft ►I
3.5
7ft
3.5
4.33 ft P 14 2.$7 ft M 0.1
7 t1 llll
Pagel
Length • 7.00[ft]
Width • 7.00[ft]
Thickness 1.50[ft]
Base depth • 5.00[ft]
Base area • 49.00[ft2]
Footing volume 73.50(ft3]
Column length 20.00[in]
Column width 20.00[In}
Column location relative to footing g.c. Other
Base eccentricity(eB) 10.00[in]
Base eccentricity(el) • 0.00[in]
Materials
Concrete,fc 3.00[Kip/in2] Steel,fy 60.00[Kip/in2]
Concrete type Normal Epoxy coated No
Concrete elasticity modulus : 3122.02[Kip/in2] Steel elasticity modulus : 29000.00[Kip/in2]
Unit weight 0.15[Kiplft3]
Soil
Modulus of subgrade reaction 200.00[Kip/ft3]
Unit weight(wet) 0.11 [Kiplft3]
Footing reinforcement
Free cover . 3.00[in]
Maximum Rho/Rho balanced ratio : 0.75
Bottom reinforcement//to L(xx) : 94/5 @ 9.00"
Bottom reinforcement II to B(zz) . 24/5 @ 7.00" (Zone 1)
Bottom reinforcement//to B(zz) : 9-#5 @ 8.00" (Zone 2)
Dowel bar size
Reber 1 : 8-#6
Free cover : 1.00[in]
Development length calculated : in tension
Bars number!/to x axis : 3
Bars number!!to z axis : 3
Stirrups : #3 @ 8.00"
Legs number//to x axis : 2
Legs number//to z axis . 2
Load conditions to be included in design
Service loads:
SC1 DL-ELL
Design strength loads:
DCI 1.4DL •
C1 1.2DL+1.6LL
C2 DL+LL
Loads
Condition Axial Mxx Mzz Vx Vz
[Kip] [Kip*ft] [Kip*ft] [Kip] [Kip]
•
DL 4.30 0.00 0.00 0.00 0.00
LL 43.50 0.00 0.00 23.10 0.00
RESULTS:
]
Page2
II
Status : OK
SoihFoundation interaction
Allowable stress 3E03[Lbfft2]
Min.safety factor for sliding 1.25
Min.safety factor for overturning 1.25
Controlling condition SC1
Condition qmean qmax Amax Area in compression Overturning FS
[Lb/ft2] [Lb/ft2] [in] [ft2] (%) FSx FSz slip
SC1 1.59E03 2.89E03 0,173 49.00 100 1000.00 3.65 2.15
Bending
Factor 4) 0.90
Min rebar ratio 0.00180
Development length
Axis Pos. Id Ihd Dist1 Dist2
[in] [in] [in] [in]
zz Bot. 21.86 7.65 29.00 29.00
xx Bot. 26,71 9.35 39.00 19.00
Axis Pos. Condition Mu 4*Mn Asreq Asprov AsreglAsprov Mu/(4)*Mn)
[Kip*ft] [Kip*ft] [in2] [in2]
zz Top DC1 0.00 0.00 0.00 0.00 0.000 0.000 I ' i
zz Bot. C1 37.95 179.50 2.72 2.79 0.975 0.211 • I
xx Top DC1 0.00 0.00 0.00 0.00 0.000 0.000 I . I
xx Bot. Cl 37.97 208.46 2.72 3.41 0.798 0.182 • ' 1
Shear
Factor 4) 0.75
Shear area(plane zz) 8.57[ft2]
Shear area(plane xx) 8.20[ft2]
Plane Condition Vu Vc Vu!(4)*Vn)
[Kip] [Kip]
xy Cl 15.96 129.40 0.164 ■ I
yz C 1 14.53 135.15 0.143 ■ . 1
Punching shear
Factor 4 0.75
Perimeter of critical section(b... : 11.46[ft]
Punching shear area 13.73[ft2]
Page3
Column Condition Vu Vc Vu/(t)*Vn)
[Kip] [Kip]
column 1 C1 58.22 433.04 0.179 ® '
Notes
*Soil under the footing is considered elastic and homogeneous. A linear soil pressure variation is assumed.
*The required flexural reinforcement considers at least the minimum reinforcement
*The design bending moment is calculated at the critical sections located at the support faces
*Only rectangular footings with uniform sections and rectangular columns are considered.
*The nominal shear strength is calculated in critical sections located at a distance d from the support face
*The punching shear strength is calculated in a perimetral section located at a distance d12 from the support faces
*Transverse reinforcement is not considered in footings
*Values shown in red are not in compliance with a provision of the code
*qprom=Mean compression pressure on soil.
*gmax=Maximum compression pressure on soil,
*Amax=maximum total settlement(considering an elastic soil modeled by the subgrade reaction modulus).
*Mn=Nominal moment strength
*Mu/(4)*Mn)=Strength ratio.
*Vn=Nominal shear or punchure force(for footings Vn=Vc).
*Vu/(4)*Vn)=Shear or punching shear strength ratio,
Page4
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SHEET NO. OF
0 structural solutions
Scott Burlingame, P.E. CALCULATED BY DATE___.
900 Ri. 146,Clifton Pork, NY 12065 CHECKED BY DATE
T: 518-724-0733
scott@sbengineeringpllc.com SCALE
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CW Tech Support: (888)437-3244
clarkwestern.com
2007 North American Specification ASD
DATE: 9/11/2018
SECTION DESIGNATION: 1000S162-68 150] Single
Input Properties:
Web Height= 10,000 in Design Thickness= 0.0713 in
Top Flange= 1.625 in Inside Corner Radius= 0.1070 in
Bottom Flange= 1.625 in Yield Point, Fy= 50.0 ksi
Stiffening Lip = 0.500 in Fy With Cold-Work, Fya= 50.0 ksi
Punchout Width = 1.500 in Punchout Length = 4.000 in
Floor Solver Design Data -Simple Span
Joist Span 16.00 ft Joist Spacing 16.0 in
Dead Load =20.0 psf
Live Load =60.0 psf
Check Flexure
Mmax= 3413 Ft-Lb <= Ma= 5375 Ft-Lb & Ma(distortional)=4696 Ft-Lb
K-phi for Distortional Buckling = 0 lb*in/in
Check Deflection
Total Load Defl Limit: L1240
Total Load Defl. =0.441 in Total Load Defi. Ratio= L/435
Live Load Defl Limit: L/360
Live Load Defi. = 0.331 in Live Load Defl. Ratio= L/580
Check Web Crippling
Web Crippling capacity not reduced for punchouts near ends of member
Rmax= 853 lb
End Bearing Length = 1.00 in
Ra= 854 lb>= Rmax, stiffeners not required
Check Shear
Vmax= 853 lb
Shear capacity not reduced for punchouts near ends of member
Va= 3345 lb >=Vmax
JoBrt*ift- i pi;K .) list
13 ENGINEERING PLU SHEET NO OF
L structural solutions
CALCULATED BY DATE
J Scott Burlingame, P.E.
900 Ri. 146,Clifton Pork, NY 12065 CHECKED BY DATE
T: 518-724-0733
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CALCULATED BY DATE
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900 Rt. 146, Clifton Park, NY 12065 CHECKED BY DATE
T: 518-724-0733
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KEVIEWED FOR
` ENERGY CODE COMPLIANCE
COMcheck Software Version 4.1.0.0
Nfii Envelope Compliance Certificate
Project Inform, I E C E O V
EnergyE0
Code 2015 IECC D 15
Project Title: �'LE CO�� New Mixed Use Building r
Location: Glens Falls, New York
JAN 2 2 2019
Climate Zone: 6a 0 C
N O
Project Type: New Construction TOWN OF QUEENSBURY ti
Vertical Glazing/Wall Area: 7% BUILDING&CODES N
O N
9
Construction Site: Owner/Agent: Designer/Contractor: V N
Luzerne Road Boguslaw Bielecki Ethan P. Hall V
Queensbury, NY 12804 282 Glen Street Rucinski Hall Architecture -p
Glens Falls, NY 12801 134 Dix Ave CO917-414-5590 Glens Falls, NY 12801
MI bjbielecki@msn.com 518-741-0268 N — •N
ephall@nycap.rr.com Mi
Additional Efficiency Package(s) N
Reduced interior lighting power.Requirements are implicitly enforced within interior lighting allowance calculations.
COEE
eis ^ N E
(N4 Y N O
Building Area Floor Area Q� u J C.)
1-Office : Nonresidential 9600 ai d O 3
O N O
2-Warehouse : Nonresidential 9000 M m A— Z
3-Manufacturing Facility: Nonresidential 6400
Envelope Assemblies
Assembly Gross Area Cavity Cont. Proposed Budget U-
or R-Value R-Value U-Factor Factor)e)
Perimeter
Roof 1:Attic Roof with Steel Joists,[Bldg.Use 1 -Office] 3200 53.0 0.0 0.027 0.021
Roof 2:Metal Building,Standing Seam,Filled Cavity with Thermal 9000 42.0 0.0 0.041 0.031
Blocks(d),[Bldg. Use 2-Warehouse]
Roof 3:Attic Roof with Steel Joists,[Bldg.Use 3-Manufacturing 3200 53.0 0.0 0.027 0.021
Facility]
Floor 1:Slab-On-Grade:Unheated,Vertical 4 ft.,[Bldg.Use 1 - 240 --- 14.0 0.456 0.540
Office](c)
Floor 2:Slab-On-Grade:Unheated,Vertical 4 ft.,[Bldg.Use 2- 300 --- 14.0 0.456 0.540
Warehouse](c)
Floor 3:Slab-On-Grade:Unheated,Vertical 4 ft.,[Bldg.Use 3- 240 --- 14.0 0.456 0.540
Manufacturing Facility](c)
NORTH
Exterior Wall 4:Steel-Framed, 16"o.c.,[Bldg.Use 3-Manufacturing 2400 32.0 14.0 0.037 0.064
Facility]
Window 3:Metal Frame with Thermal Break:Fixed,Perf.Specs.: 392 --- --- 0.280 0.360
Product ID product label,SHGC 0.33,[Bldg.Use 3-Manufacturing
Facility](b)
Door 7: Insulated Metal,Swinging,[Bldg.Use 3-Manufacturing Facility] 40 --- --- 0.100 0.370
Exterior Wall 5:Steel-Framed, 16"o.c.,[Bldg.Use 1 -Office] 2880 32.0 14.0 0.037 0.064
EAST
Project Title: New Mixed Use Building Report date: 10/30/18
Data filename: Y:\Bielecki\Luzerne Road-Storage Buildings\Bielecki Mixed Use.cck Page 1 of 26
Assembly Gross Area Cavity Cont. Proposed Budget U-
or R-Value R-Value U-Factor Factor(a)
Perimeter
Exterior Wall 6:Steel-Framed, 16"o.c.,[Bldg.Use 1 -Office] 1440 32.0 14.0 0.037 0.064
Window 4:Metal Frame with Thermal Break:Fixed,Perf.Specs.: 154 --- -- 0.280 0.360
Product ID product label,SHGC 0.33,[Bldg.Use 1 -Office](b)
Door 8:Glass(>50%glazing):Metal Frame,Entrance Door,Perf. 40 --- --- 0.280 0.770
Specs.:Product ID product label,SHGC 0.33,[Bldg.Use 1 -Office](b)
Exterior Wall 7:Metal Building Wall,Single Layer Mineral Fiber,[Bldg. 3000 32.0 0.0 0.147 0.052
Use 2-Warehouse]
Door 9:Insulated Metal,Swinging,[Bldg.Use 2-Warehouse] 21 --- --- 0.100 0.370
Door 10: Insulated Metal,Swinging,[Bldg.Use 2-Warehouse] 21 --- --- 0.100 0.370
Door 11: Insulated Metal,Swinging,[Bldg.Use 2-Warehouse] 21 --- --- 0.100 0.370
Door 12: Insulated Metal,Swinging,[Bldg.Use 2-Warehouse] 21 --- -- 0.100 0.370
Door 13:Insulated Metal,Non-Swinging,[Bldg.Use 2-Warehouse] 144 --- --- 0.070 0.179
Door 14:Insulated Metal,Non-Swinging,[Bldg.Use 2-Warehouse] 144 --- --- 0.070 0.179
Door 15:Insulated Metal,Non-Swinging,[Bldg.Use 2-Warehouse] 144 --- --- 0.070 0.179
Door 16: Insulated Metal,Non-Swinging,[Bldg.Use 2-Warehouse] 144 --- --- 0.070 0.179
Door 17: Insulated Metal,Non-Swinging,[Bldg.Use 2-Warehouse] 80 --- --- 0.070 0.179
Door 18: Insulated Metal,Non-Swinging,[Bldg.Use 2-Warehouse] 80 -- --- 0.070 0.179
Door 19: Insulated Metal,Non-Swinging,[Bldg.Use 2-Warehouse] 80 --- --- 0.070 0.179
Door 20: Insulated Metal,Non-Swinging,[Bldg.Use 2-Warehouse] 80 --- -- 0.070 0.179
Exterior Wall 8:Steel-Framed, 16"o.c.,[Bldg.Use 3-Manufacturing 1200 32.0 14.0 0.037 0.064
Facility]
Window 5:Metal Frame with Thermal Break:Fixed,Perf.Specs.: 42 --- -- 0.280 0.360
Product ID product label,SHGC 0.33,[Bldg.Use 3-Manufacturing
Facility](b)
SOUTH
Exterior Wall 9:Steel-Framed, 16"o.c.,[Bldg.Use 1 -Office] 2880 32.0 14.0 0.037 0.064
Window 6:Metal Frame with Thermal Break:Fixed,Perf.Specs.: 588 --- --- 0.280 0.360
Product ID product label,SHGC 0.33,[Bldg.Use 1 -Office](b)
Door 21:Glass(>50%glazing):Metal Frame,Entrance Door,Perf. 40 --- --- 0.280 0.770
Specs.:Product ID product label,SHGC 0.33,[Bldg.Use 1 -Office](b)
Exterior Wall 10:Steel-Framed, 16"o.c.,[Bldg.Use 3-Manufacturing 2400 32.0 14.0 0.037 0.064
Facility]
WEST
Exterior Wall 1:Steel-Framed, 16"o.c.,[Bldg.Use 1 -Office] 1440 32.0 14.0 0.037 0.064
Window 1:Metal Frame with Thermal Break:Fixed,Perf.Specs.: 154 --- --- 0.280 0.360
Product ID product label,SHGC 0.33,[Bldg.Use 1 -Office](b)
Door 1:Glass(>50%glazing):Metal Frame,Entrance Door,Perf. 40 --- --- 0.280 0.770
Specs.:Product ID product label,SHGC 0.33,[Bldg.Use 1 -Office](b)
Exterior Wall 2:Metal Building Wall,Single Layer Mineral Fiber,[Bldg. 3000 32.0 0.0 0.147 0.052
Use 2-Warehouse]
Door 2: Insulated Metal,Swinging,[Bldg.Use 2-Warehouse] 21 --- --- 0.100 0.370
Door 3: Insulated Metal,Swinging,[Bldg.Use 2-Warehouse] 21 --- --- 0.100 0.370
Door 4: Insulated Metal,Swinging,[Bldg.Use 2-Warehouse] 21 --- --- 0.100 0.370
Door 5: Insulated Metal,Swinging,[Bldg.Use 2-Warehouse] 21 --- --- 0.100 0.370
Exterior Wall 3:Steel-Framed, 16"o.c.,[Bldg.Use 3-Manufacturing 1200 32.0 14.0 0.037 0.064
Facility]
Window 2:Metal Frame with Thermal Break:Fixed,Perf.Specs.: 42 --- --- 0.280 0.360
Product ID product label,SHGC 0.33,[Bldg.Use 3-Manufacturing
Facility](b)
Door 6: Insulated Metal,Swinging,[Bldg.Use 3-Manufacturing Facility] 40 --- --- 0.100 0.370
(a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements.
(b)Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation.
(c)Slab-On-Grade proposed and budget U-factors shown in table are F-factors.
(d)Thermal spacer block with minimum R-3.5 must be installed above the purlin/batt,and the roof deck secured to the purlins.
Project Title: New Mixed Use Building Report date: 10/30/18
Data filename: Y:\Bielecki\Luzerne Road-Storage Buildings\Bielecki Mixed Use.cck Page 2 of 26
•
Envelope PASSES: Design 1% 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 permit application.The proposed envelope systems have been
designed to meet the 2015 IECC requirements in COMcheck Version 4.1.0.0 and to comply with any applicable mandatory
requirements listed in the Inspection Checklist. `. /�
Ethan P. Hall-Architect ial a JAN 2 /1
Name-Title Sign a Date
R & p �y
4 i�
Is ,� 4- , 't. y F.\1=
z
t
'Ass ¢
Project Title: New Mixed Use Building Report date: 10/30/18
Data filename: Y:\Bielecki\Luzerne Road-Storage Buildings\Bielecki Mixed Use.cck Page 3 of 26
COMcheck Software Version 4.1.0.0
ritt Nfil Interior Lighting Compliance Certificate
Project Information
Energy Code: 2015 IECC
Project Title: New Mixed Use Building
Project Type: New Construction
Construction Site: Owner/Agent: Designer/Contractor:
Luzerne Road Boguslaw Bielecki Ethan P. Hall
Queensbury, NY 12804 282 Glen Street Rucinski Hall Architecture
Glens Falls, NY 12801 134 Dix Ave
917-414-5590 Glens Falls, NY 12801
bjbielecki@msn.com 518-741-0268
ephall@nycap.rr.com
Additional Efficiency Package(s)
Reduced interior lighting 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-Common Space Types:Office-Open Plan 9600 0.88 8448
2-Warehouse:Medium/Bulky/Pallet Material Storage 9000 0.52 4680
3-Manufacturing:Low Bay(<25ft.Floor to Ceiling Height) 6400 1.07 6848
Total Allowed Watts= 19976
Proposed Interior Lighting Power
A B C D E
Fixture ID : Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D)
Fixture Fixtures Watt.
1-Common Space Types:Office-Open Plan
LED 1:LED Linear 15W: 1 48 32 1536
2-Warehouse:Medium/Bulky/Pallet Material Storage
HID 1:Metal Halide:Pulse start: 1 32 64 2048
3-Manufacturing:Low Bay(<25ft. Floor to Ceiling Height)
LED 2:LED Linear 15W: 1 48 32 1536
Total Proposed Watts= 5120
Interior Lighting PASSES: Design 74% better than code
Interior Lighting Compliance Statement
Compliance Statement: The proposed interior lighting design represented in this document is consistent with the building plans,
specifications, and other calculations submitted with this permit application.The proposed interior lighting systems have been
designed to meet the 2015 IECC requirements in COMcheck sion 4.,s;.0 . . to ply with any applicable mandatory
requirements listed in the Inspection Checklist. '
Ethan P. Hall-Architect 11 21 3t64 20l 7
Name-Title Signature Date
Project Title: New Mixed Use Building Report date: 10/30/18
Data filename: Y:\Bielecki\Luzerne Road-Storage Buildings\Bielecki Mixed Use.cck Page 4 of 26
COMcheck Software Version 4.1.0.0
ritt Nfii Exterior Lighting Compliance Certificate
Project Information
Energy Code: 2015 IECC
Project Title: New Mixed Use Building
Project Type: New Construction
Exterior Lighting Zone 2(Light industrial area with limited nighttime use)
Construction Site: Owner/Agent: Designer/Contractor:
Luzerne Road Boguslaw Bielecki Ethan P. Hall
Queensbury, NY 12804 282 Glen Street Rucinski Hall Architecture
Glens Falls, NY 12801 134 Dix Ave
917-414-5590 Glens Falls, NY 12801
bjbielecki@msn.com 518-741-0268
ephall@nycap.rr.com
Allowed Exterior Lighting Power
A B C D E
Area/Surface Category Quantity Allowed Tradable Allowed Watts
Watts/Unit Wattage (B X C)
Entry canopy 8 ft2 0.25 Yes 2
Main entry 6 ft of door 20 Yes 120
Total Tradable Watts(a)= 122
Total Allowed Watts= 122
Total Allowed Supplemental Watts(b)= 600
(a)Wattage tradeoffs are only allowed between tradable areas/surfaces.
(b)A supplemental allowance equal to 600 watts may be applied toward compliance of both non-tradable and tradable areas/surfaces.
Proposed Exterior Lighting Power
A B C D E
Fixture ID : Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D)
Fixture Fixtures Watt.
Entry canopy(8 ft2):Tradable Wattage
LED 1: LED PAR 15W: 1 8 32 256
Main entry(6 ft of door width):Tradable Wattage
LED 2:LED PAR 15W: 1 6 32 192
Total Tradable Proposed Watts= 448
Exterior Lighting PASSES: Design 38% better than code
Exterior Lighting Compliance Statement
Compliance Statement: The proposed exterior lighting design represented in this document is consistent with the building plans,
specifications,and other calculations submitted with this permit application.The proposed exterior lighting systems have been
designed to meet the 2015 IECC requirements in COMcheck Vers' n 4.1.0.0 and to comply with any applicable mandatory
requirements listed in the Inspection Checklist. /\
Ethan P. Hall-Architect - Jaw 20 i
Name-Title Signat e pate
Project Title: New Mixed Use Building Report date: 10/30/18
Data filename: Y:\Bielecki\Luzerne Road-Storage Buildings\Bielecki Mixed Use.cck Page 5 of 26
inft COMcheck Software Version 4.1.0.0
fii Mechanical Compliance Certificate
Project Information
Energy Code: 2015 IECC
Project Title: New Mixed Use Building
Location: Glens Falls, New York
Climate Zone: 6a
Project Type: New Construction
Construction Site: Owner/Agent: Designer/Contractor:
Luzerne Road Boguslaw Bielecki Ethan P. Hall
Queensbury, NY 12804 282 Glen Street Rucinski Hall Architecture
Glens Falls, NY 12801 134 Dix Ave
917-414-5590 Glens Falls, NY 12801
bjbielecki@msn.com 518-741-0268
ephall@nycap.rr.com
Additional Efficiency Package(s)
Reduced interior lighting power.Requirements are implicitly enforced within interior lighting allowance calculations.
Mechanical Systems List
Quantity System Type&Description
1 HVAC System 1 (Single Zone):
Heating: 1 each-Central Furnace,Gas,Capacity=65 kBtu/h
Proposed Efficiency=93.00%Et,Required Efficiency: 80.00%Et or 80%AFUE
Cooling: 1 each-Single Package DX Unit,Capacity=45 kBtu/h,Air-Cooled Condenser,Air Economizer
Proposed Efficiency= 15.00 SEER,Required Efficiency: 14.00 SEER
Fan System: FAN SYSTEM 1 --Compliance(Motor nameplate HP method):Passes
Fans:
FAN 1 Supply,Single-Zone VAV, 1500 CFM,0.5 motor nameplate hp,0.0 fan efficiency grade
1 HVAC System 2(Single Zone):
Heating: 1 each-Central Furnace,Gas,Capacity=65 kBtu/h
Proposed Efficiency=93.00%Et,Required Efficiency: 80.00%Et or 80%AFUE
Cooling: 1 each-Single Package DX Unit,Capacity=45 kBtu/h,Air-Cooled Condenser,Air Economizer
Proposed Efficiency=15.00 SEER,Required Efficiency: 14.00 SEER
Fan System: FAN SYSTEM 1 --Compliance(Motor nameplate HP method):Passes
Fans:
FAN 1 Supply,Single-Zone VAV, 1500 CFM,0.5 motor nameplate hp,0.0 fan efficiency grade
1 HVAC System 3(Single Zone):
Heating: 1 each-Central Furnace,Gas,Capacity=65 kBtu/h
Proposed Efficiency=93.00%Et,Required Efficiency: 80.00%Et or 80%AFUE
Cooling: 1 each-Single Package DX Unit,Capacity=45 kBtu/h,Air-Cooled Condenser,Air Economizer
Proposed Efficiency=15.00 SEER,Required Efficiency: 14.00 SEER
Fan System: FAN SYSTEM 1 --Compliance(Motor nameplate HP method):Passes
Fans:
FAN 1 Supply,Single-Zone VAV, 1500 CFM,0.5 motor nameplate hp,0.0 fan efficiency grade
1 HVAC System 4(Single Zone):
Heating: 1 each-Central Furnace,Gas,Capacity=65 kBtu/h
Proposed Efficiency=93.00%Et,Required Efficiency: 80.00%Et or 80%AFUE
Cooling: 1 each-Single Package DX Unit,Capacity=45 kBtu/h,Air-Cooled Condenser,Air Economizer
Proposed Efficiency=15.00 SEER,Required Efficiency: 14.00 SEER
Fan System: FAN SYSTEM 1 --Compliance(Motor nameplate HP method):Passes
Project Title: New Mixed Use Building Report date: 10/30/18
Data filename: Y:\Bielecki\Luzerne Road-Storage Buildings\Bielecki Mixed Use.cck Page 6 of 26
Quantity System Type&Description
Fans:
FAN 1 Supply,Single-Zone VAV, 1500 CFM,0.5 motor nameplate hp,0.0 fan efficiency grade
1 HVAC System 5(Single Zone):
Heating: 1 each-Central Furnace,Gas,Capacity=65 kBtu/h
Proposed Efficiency=93.00%Et,Required Efficiency: 80.00%Et or 80%AFUE
Cooling: 1 each-Single Package DX Unit,Capacity=45 kBtu/h,Air-Cooled Condenser,Air Economizer
Proposed Efficiency=15.00 SEER,Required Efficiency: 14.00 SEER
Fan System: FAN SYSTEM 1 --Compliance(Motor nameplate HP method): Passes
Fans:
FAN 1 Supply,Single-Zone VAV, 1500 CFM,0.5 motor nameplate hp,0.0 fan efficiency grade
1 HVAC System 6(Unknown):
Heating: 1 each-Unit Heater,Gas,Capacity=50 kBtu/h
Proposed Efficiency=89.00%Ec,Required Efficiency: 80.00%Ec
Fan System: FAN SYSTEM 2--Compliance(Motor nameplate HP method):Passes
Fans:
FAN 2 Supply,Constant Volume, 1000 CFM,0.3 motor nameplate hp,0.0 fan efficiency grade
1 HVAC System 7(Unknown):
Heating: 1 each-Unit Heater,Gas,Capacity=50 kBtu/h
Proposed Efficiency=89.00%Ec,Required Efficiency: 80.00%Ec
Fan System: FAN SYSTEM 2--Compliance(Motor nameplate HP method):Passes
Fans:
FAN 2 Supply,Constant Volume, 1000 CFM,0.3 motor nameplate hp,0.0 fan efficiency grade
1 HVAC System 8(Unknown):
Heating: 1 each-Unit Heater,Gas,Capacity=50 kBtu/h
Proposed Efficiency=89.00%Ec,Required Efficiency: 80.00%Ec
Fan System: FAN SYSTEM 2--Compliance(Motor nameplate HP method):Passes
Fans:
FAN 2 Supply,Constant Volume, 1000 CFM,0.3 motor nameplate hp,0.0 fan efficiency grade
1 HVAC System 9(Unknown):
Heating: 1 each-Unit Heater,Gas,Capacity=50 kBtu/h
Proposed Efficiency=89.00%Ec,Required Efficiency: 80.00%Ec
Fan System: FAN SYSTEM 2--Compliance(Motor nameplate HP method):Passes
Fans:
FAN 2 Supply,Constant Volume, 1000 CFM,0.3 motor nameplate hp,0.0 fan efficiency grade
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 permit application.The prop•sed mechanical systems have been
designed to meet the 2015 IECC requirements in COMcheckVer• ., 4.1.0.0 .qd to pl with any applicable mandatory
requirements listed in the Inspection Checklist.
Ethan P. Hall-Architect Jo. lo►q
Name-Title SignatL. - Date
Project Title: New Mixed Use Building Report date: 10/30/18
Data filename: Y:\Bielecki\Luzerne Road-Storage Buildings\Bielecki Mixed Use.cck Page 7 of 26
COMcheck Software Version 4.1.0.0
ii Inspection Checklist
Energy Code: 2015 IECC
rft
Requirements: 100.0% were addressed directly in the COMcheck software
Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each
requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception
is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided.
Section
# I Plan Review Complies? Comments/Assumptions
& Req.ID I
C103.2 Plans and/or specifications provide all EComplies Requirement will be met.
[PR1]1 information with which compliance ❑Does Not
can be determined for the building ❑Not Observable Location on plans/spec:A-1
envelope and document where
exceptions to the standard are ❑Not Applicable
claimed.
C103.2 Plans, specifications, and/or ❑Complies Requirement will be met.
[PR2]1 calculations provide all information EDoes Not
with which compliance can be :Not Observable Location on plans/spec:A-1
determined for the mechanical
systems and equipment and ❑Not Applicable
document where exceptions to the
standard are claimed. Load
calculations per acceptable
engineering standards and
handbooks.
C103.2 Plans, specifications, and/or EComplies Requirement will be met.
[PR4]1 calculations provide all information ❑Does Not
with which compliance can be [Not Observable Location on plans/spec:A-1
determined for the interior lighting
and electrical systems and equipment ❑Not Applicable
and document where exceptions to
the standard are claimed. Information
provided should include interior
lighting power calculations, wattage of
bulbs and ballasts,transformers and
control devices.
C103.2 Plans,specifications,and/or EComplies Requirement will be met.
[PR8]1 calculations provide all information ❑Does Not
with which compliance can be Location on plans/spec: A-1
determined for the exterior lighting ❑Not Observable
and electrical systems and equipment ❑Not Applicable
and document where exceptions to
the standard are claimed. Information
provided should include exterior
lighting power calculations, wattage of
bulbs and ballasts,transformers and
control devices.
C402.4.1 The vertical fenestration area <= 30 EComplies Requirement will be met.
[PR10]1 percent of the gross above-grade wall ❑Does Not
area. Location on plans/spec: A-1
❑Not Observable
❑Not Applicable
C402.4.1 The skylight area <= 3 percent of the EComplies Requirement will be met.
[PR11]1 gross roof area. ❑Does Not
ENot Observable Location on plans/spec:A-1
:Not Applicable
I 1 High Impact(Tier 1) 1 2 j Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: New Mixed Use Building Report date: 10/30/18
Data filename: Y:\Bielecki\Luzerne Road-Storage Buildings\Bielecki Mixed Use.cck Page 8 of 26
Section
# Plan Review Complies? Comments/Assumptions
& Req.ID
C406 Plans,specifications,and/or ❑Complies Requirement will be met.
[PR9]1 calculations provide all information ❑Does Not
with which compliance can be ❑Not Observable Location on plans/spec:A-1
determined for the additional energy
efficiency package options. LJNot Applicable
Additional Comments/Assumptions:
1 1 High Impact(Tier 1) 12 !Medium Impact(Tier 2) I 3 I Low Impact(Tier 3)
Project Title: New Mixed Use Building Report date: 10/30/18
Data filename: Y:\Bielecki\Luzerne Road-Storage Buildings\Bielecki Mixed Use.cck Page 9 of 26
Section
# Footing/Foundation Inspection Complies? Comments/Assumptions
& Req.ID
C303.2 Slab edge insulation installed per ❑Complies Requirement will be met.
[FO4]2 manufacturer's instructions. ❑Does Not
❑Not Observable Location on plans/spec:A-1
ENot Applicable
C303.2.1 Exterior insulation protected against ❑Complies Requirement will be met.
[FO6]1 damage, sunlight, moisture, wind, ❑Does Not
landscaping and equipment
maintenance activities. Not Observable
❑Not Applicable
C402.2.5 Slab edge insulation R-value. ❑Complies See the Envelope Assemblies table for values.
[FO3]2 ❑Does Not
['Not Observable
❑Not Applicable
C402.2.6 Radiant heating systems panels ❑Complies Exception: Requirement does not apply.
[FO12]3 insulated to>=R-3.5 on face opposite ❑Does Not
space being heated. See the Envelope Assemblies table for values.
[Not Observable
❑Not Applicable
C403.2.4. Snow/ice melting system sensors for ❑Complies Exception: Requirement does not apply.
5, future connection to controls. Freeze ❑Does Not
C403.2.4. protection systems have automatic
6 controls installed. :Not Observable
[FO9]3 ❑Not Applicable
Additional Comments/Assumptions:
1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 ;Low Impact(Tier 3)
Project Title: New Mixed Use Building Report date: 10/30/18
Data filename: Y:\Bielecki\Luzerne Road-Storage Buildings\Bielecki Mixed Use.cck Page 10 of 26
Section
# Framing/Rough-In Inspection Complies? Comments/Assumptions
& Req.ID
C303.1.3 Fenestration products rated in ❑Complies Requirement will be met.
[FR12]2 accordance with NFRC. ❑Does Not
['Not Observable Location on plans/spec:A-1
❑Not Applicable _
C303.1.3 Fenestration products are certified as ❑Complies Requirement will be met.
[FR13]i to performance labels or certificates ❑Does Not
provided. Location on plans/spec:A-1
❑Not Observable
❑Not Applicable
C402.4.3 Vertical fenestration SHGC value. ❑Complies See the Envelope Assemblies table for values.
[FR10]' DDoes Not
❑Not Observable
❑Not Applicable
C402.4.3, Vertical fenestration U-Factor. ❑Complies See the Envelope Assemblies table for values.
C402.4.3. ❑Does Not
4 ❑Not Observable
[FR8]1 ❑Not Applicable
C402.4.4 U-factor of opaque doors associated ❑Complies See the Envelope Assemblies table for values.
[FR14]2 with the building thermal envelope ❑Does Not
meets requirements.
:Not Observable
ONot Applicable
C402.5.7 Vestibules are installed on all building ❑Complies Requirement will be met.
[FR17]3 entrances. Doors have self-closing ❑Does Not
devices. Location on plans/spec:A-1
❑Not Observable
ENot Applicable
Additional Comments/Assumptions:
1 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: New Mixed Use Building Report date: 10/30/18
Data filename: Y:\Bielecki\Luzerne Road-Storage Buildings\Bielecki Mixed Use.cck Page 11 of 26
Section
Plumbing Rough-In Inspection Complies? Comments/Assumptions
& Req.ID
C404.5, Heated water supply piping conforms DComplies Exception: Requirement does not apply.
C404.5.1, to pipe length and volume ❑Does Not
C404.5.2 requirements. Refer to section details.
[PL6]3 ❑Not Observable
❑Not Applicable
C404.5, Heated water supply piping conforms DComplies Exception: Requirement does not apply.
C404.5.1, to pipe length and volume ❑Does Not
C404.5.2 requirements. Refer to section details.
[PL6]3 ❑Not Observable
❑Not Applicable
C404.5, Heated water supply piping conforms ❑Complies Exception: Requirement does not apply.
C404.5.1, to pipe length and volume ❑Does Not
C404.5.2 requirements. Refer to section details.
[PL6]3 ❑Not Observable
❑Not Applicable
C404.5, Heated water supply piping conforms DComplies Exception: Requirement does not apply.
C404.5.1, to pipe length and volume ❑Does Not
C404.5.2 requirements. Refer to section details. ❑Not Observable
[PL6]3
❑Not Applicable
C404.5, Heated water supply piping conforms DComplies Exception: Requirement does not apply.
C404.5.1, to pipe length and volume ❑Does Not
C404.5.2 requirements. Refer to section details.[PL6]3 [Not Observable
❑Not Applicable
C404.5, Heated water supply piping conforms DComplies Exception: Requirement does not apply.
C404.5.1, to pipe length and volume ❑Does Not
C404.5.2 requirements. Refer to section details.
[PL6]3 ❑Not Observable
❑Not Applicable
C404.5, Heated water supply piping conforms DComplies Exception: Requirement does not apply.
C404.5.1, to pipe length and volume ❑Does Not
C404.5.2 requirements. Refer to section details.
[PL6]3 ❑Not Observable
❑Not Applicable
C404.5, Heated water supply piping conforms DComplies Exception: Requirement does not apply.
C404.5.1, to pipe length and volume ❑Does Not
C404.5.2 requirements. Refer to section details.
[PL6]3 ['Not Observable
❑Not Applicable
C404.5, Heated water supply piping conforms DComplies Exception: Requirement does not apply.
C404.5.1, to pipe length and volume ❑Does Not
C404.5.2 requirements. Refer to section details.
[PL6]3 ❑Not Observable
:Not Applicable
C404.6.3 Pumps that circulate water between a DComplies Exception: Requirement does not apply.
[PL7]3 heater and storage tank have controls ❑Does Not
that limit operation from startup to
<= 5 minutes after end of heating [Not Observable
cycle. ❑Not Applicable
C404.6.3 Pumps that circulate water between a DComplies Exception: Requirement does not apply.
[PL7]3 heater and storage tank have controls ❑Does Not
that limit operation from startup to
<= 5 minutes after end of heating :Not Observable
cycle. ENot Applicable
1 High Impact(Tier 1) 2 I Medium Impact(Tier 2) 13 I Low Impact(Tier 3)
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Section
# I Plumbing Rough-In Inspection Complies? Comments/Assumptions
& Req.ID
C404.6.3 Pumps that circulate water between a ❑Complies Exception: Requirement does not apply.
[PL7]3 heater and storage tank have controls ❑Does Not
that limit operation from startup to
<= 5 minutes after end of heating ENot Observable
cycle. ENot Applicable
C404.6.3 Pumps that circulate water between a ❑Complies Exception: Requirement does not apply.
[PL7]3 heater and storage tank have controls ❑Does Not
that limit operation from startup to
<= 5 minutes after end of heating ❑Not Observable
cycle. ENot Applicable
C404.6.3 Pumps that circulate water between a ❑Complies Exception: Requirement does not apply.
[PL7]3 heater and storage tank have controls ❑Does Not
that limit operation from startup to
<= 5 minutes after end of heating ENot Observable
cycle. ENot Applicable
C404.6.3 Pumps that circulate water between a ❑Complies Exception: Requirement does not apply.
[PL7]3 heater and storage tank have controls ❑Does Not
that limit operation from startup to
<= 5 minutes after end of heating ENot Observable
cycle. ❑Not Applicable
C404.6.3 Pumps that circulate water between a ❑Complies Exception: Requirement does not apply.
[PL7]3 heater and storage tank have controls EDoes Not
that limit operation from startup to
<= 5 minutes after end of heating ENot Observable
cycle. ENot Applicable
C404.6.3 Pumps that circulate water between a ❑Complies Exception: Requirement does not apply.
[PL7]3 heater and storage tank have controls ❑Does Not
that limit operation from startup to
<= 5 minutes after end of heating ❑Not Observable
cycle. ENot Applicable
C404.6.3 Pumps that circulate water between a ❑Complies Exception: Requirement does not apply.
[PL7]3 heater and storage tank have controls ❑Does Not
that limit operation from startup to
<= 5 minutes after end of heating ENot Observable
cycle. ENot Applicable
C404.7 Water distribution system that pumps ❑Complies Exception: Requirement does not apply.
[PL8]3 water from a heated-water supply ❑Does Not
pipe back to the heated-water source
through a cold-water supply pipe is a ENot Observable
demand recirculation water system. ❑Not Applicable
Pumps within this system have
controls that start the pump upon
receiving a signal from the action of a
user of a fixture or appliance and
limits the temperature of the water
entering the cold-water piping to
104°F.
C404.7 Water distribution system that pumps ❑Complies Exception: Requirement does not apply.
[PL8]3 water from a heated-water supply DDoes Not
pipe back to the heated-water source
through a cold-water supply pipe is a ENot Observable,_,
demand recirculation water system. Not Applicable
Pumps within this system have
controls that start the pump upon
receiving a signal from the action of a
user of a fixture or appliance and
limits the temperature of the water
entering the cold-water piping to
104°F.
1 ,.,High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
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Section
# Plumbing Rough-In Inspection Complies? Comments/Assumptions
&Req.ID
C404.7 Water distribution system that pumps EComplies Exception: Requirement does not apply.
[PL8]3 water from a heated-water supply ❑Does Not
pipe back to the heated-water source
through a cold-water supply pipe is a [Not Observable
demand recirculation water system. Not Applicable
Pumps within this system have
controls that start the pump upon
receiving a signal from the action of a
user of a fixture or appliance and
limits the temperature of the water
entering the cold-water piping to
104°F.
C404.7 Water distribution system that pumps EComplies Exception: Requirement does not apply.
[PL8]3 water from a heated-water supply Does Not
pipe back to the heated-water source ❑Not Observable
through a cold-water supply pipe is a
demand recirculation water system. ❑Not Applicable
Pumps within this system have
controls that start the pump upon
receiving a signal from the action of a
user of a fixture or appliance and
limits the temperature of the water
entering the cold-water piping to
104°F.
C404.7 Water distribution system that pumps "'Complies Exception: Requirement does not apply.
[PL8]3 water from a heated-water supply ❑Does Not
pipe back to the heated-water source
through a cold-water supply pipe is a Not Observable
demand recirculation water system. ❑Not Applicable
Pumps within this system have
controls that start the pump upon
receiving a signal from the action of a
user of a fixture or appliance and
limits the temperature of the water
entering the cold-water piping to
104°F.
C404.7 Water distribution system that pumps EComplies Exception: Requirement does not apply.
[PL8]3 water from a heated-water supply ❑Does Not
pipe back to the heated-water source
through a cold-water supply pipe is a ❑Not Observable
demand recirculation water system. ❑Not Applicable
Pumps within this system have
controls that start the pump upon
receiving a signal from the action of a
user of a fixture or appliance and
limits the temperature of the water
entering the cold-water piping to
104°F.
C404.7 Water distribution system that pumps ❑Complies Exception: Requirement does not apply.
[PL8]3 water from a heated-water supply ❑Does Not
pipe back to the heated-water source
through a cold-water supply pipe is a Not Observable
demand recirculation water system. ❑Not Applicable
Pumps within this system have
controls that start the pump upon
receiving a signal from the action of a
user of a fixture or appliance and
limits the temperature of the water
entering the cold-water piping to
104°F.
1 'I-Ugh Impact(Tier 1) 2 I Medium Impact(Tier 2) 3 ;Low Impact(Tier 3)
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Section
# Plumbing Rough-In Inspection Complies? Comments/Assumptions
& Req.ID
C404.7 Water distribution system that pumps ❑Complies Exception: Requirement does not apply.
[PL8]3 water from a heated-water supply ❑Does Not
pipe back to the heated-water source
through a cold-water supply pipe is a [Not Observable
demand recirculation water system. ❑Not Applicable
Pumps within this system have
controls that start the pump upon
receiving a signal from the action of a
user of a fixture or appliance and
limits the temperature of the water
entering the cold-water piping to
104°F.
C404.7 Water distribution system that pumps ❑Complies Exception: Requirement does not apply.
[PL8]3 water from a heated-water supply ❑Does Not
pipe back to the heated-water source
through a cold-water supply pipe is a [Not Observable
demand recirculation water system. ❑Not Applicable
Pumps within this system have
controls that start the pump upon
receiving a signal from the action of a
user of a fixture or appliance and
limits the temperature of the water
entering the cold-water piping to
104°F.
Additional Comments/Assumptions:
1 IHigh Impact(Tier 1) 2 1 Medium Impact(Tier 2) ; 3 :Low Impact(Tier 3)
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Section
Mechanical Rough-In Inspection Complies? Comments/Assumptions
& Req.ID
C402.2.6 Thermally ineffective panel surfaces of❑Complies Exception: Requirement does not apply.
[ME41]3 sensible heating panels have ❑Does Not
insulation >= R-3.5. ❑Not Observable Location on plans/spec:A-1
❑Not Applicable
C402.5.5, Stair and elevator shaft vents have EComplies Requirement will be met.
C403.2.4. motorized dampers that automatically ❑Does Not
3 3 close. ['Not Observable Location on plans/spec:A-1
[ME3]
ENot Applicable
C402.5.5, Outdoor air and exhaust systems have ❑Complies Requirement will be met.
C403.2.4. motorized dampers that automatically EDoes Not
3 shut when not in use and meet [Not Observable Location on plans/spec:A-1
[ME58]3 maximum leakage rates.Check
gravity dampers where allowed. ENot Applicable
C403.2.13 Unenclosed spaces that are heated EComplies Exception: Requirement does not apply.
[ME71]2 use only radiant heat. ❑Does Not
ENot Observable
❑Not Applicable
C403.2.3 HVAC equipment efficiency verified. ❑Complies See the Mechanical Systems list for values.
[ME55]2 EDoes Not
:Not Observable
❑Not Applicable
C403.2.6. Demand control ventilation provided ❑Complies Exception: Systems with design outdoor air of less than 1200
1 for spaces>500 ft2 and>25 ❑Does Not cfm.
[ME59]1 people/1000 ft2 occupant density and
served by systems with air side ['Not Observable
economizer, auto modulating outside ENot Applicable
air damper control,or design airflow
>3,000 cfm.
C403.2.6. Enclosed parking garage ventilation EComplies Exception: Requirement does not apply.
2 has automatic contaminant detection EDoes Not
[ME115]3 and capacity to stage or modulate
fans to 50%or less of design capacity. ❑Not Observable
❑Not Applicable
C403.2.7 Exhaust air energy recovery on EComplies Requirement will be met.
[ME57]1 systems meeting Table C403.2.7(1) EDoes Not
and C403.2.7(2). ENot Observable
ENot Applicable
C403.2.8 Kitchen exhaust systems comply with EComplies Exception: Requirement does not apply.
[ME116]3 replacement air and conditioned EDoes Not
supply air limitations,and satisfy hood
rating requirements and maximum ENot Observable
exhaust rate criteria. ENot Applicable
C403.2.9 HVAC ducts and plenums insulated. EComplies Exception: Requirement does not apply.
[ME60]2 Where ducts or plenums are installed EDoes Not
in or under a slab,verification may
need to occur during Foundation ENot Observable
Inspection. ❑Not Applicable
C403.2.9 Ducts and plenums sealed based on EComplies Requirement will be met.
[ME10]2 static pressure and location. ❑Does Not
ENot Observable Location on plans/spec:A-1
[Not Applicable
C403.2.9. Ductwork operating >3 in.water EComplies Requirement will be met.
1.3 column requires air leakage testing. EDoes Not
[ME11]3 Location on plans/spec:A-1
ENot Observable
ENot Applicable
1 High Impact(Tier 1) 2 I Medium Impact(Tier 2) 3 ILow Impact(Tier 3)
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Section
# Mechanical Rough-In Inspection Complies? Comments/Assumptions
& Req.ID
C403.2.9. Ductwork operating >3 in.water ❑Complies Exception: Requirement does not apply.
1.3 column requires air leakage testing. ❑Does Not
[ME11]3 [Not Observable
❑Not Applicable
C403.2.9. Ductwork operating >3 in. water ❑Complies Exception: Requirement does not apply.
1.3 column requires air leakage testing. ❑Does Not
[ME11]3 :Not Observable
❑Not Applicable
C403.2.9. Ductwork operating >3 in.water ❑Complies Exception: Requirement does not apply.
1.3 column requires air leakage testing. ❑Does Not
[ME11]3 ❑Not Observable
❑Not Applicable
C403.2.9. Ductwork operating >3 in.water DComplies Exception: Requirement does not apply.
1.3 column requires air leakage testing. Does Not
[ME11]3 [Not Observable
❑Not Applicable
C403.2.9. Ductwork operating >3 in. water ❑Complies Exception: Requirement does not apply.
1.3 column requires air leakage testing. ❑Does Not
[ME11]3 ❑Not Observable
❑Not Applicable
C403.2.9. Ductwork operating >3 in.water ❑Complies Exception: Requirement does not apply.
1.3 column requires air leakage testing. ❑Does Not
[ME11]3 [Not Observable
❑Not Applicable
C403.2.9. Ductwork operating >3 in.water ❑Complies Exception: Requirement does not apply.
1.3 column requires air leakage testing. ❑Does Not
[ME11]3 ❑Not Observable
❑Not Applicable
C403.2.9. Ductwork operating >3 in. water ❑Complies Exception: Requirement does not apply.
1.3 column requires air leakage testing. ❑Does Not
[ME11]3 :Not Observable
❑Not Applicable
C403.4.4. Multiple zone VAV systems with DDC ❑Complies Exception: Requirement does not apply.
6 of individual zone boxes have static ❑Does Not
[ME110]3 pressure setpoint reset controls. ❑Not Observable See the Mechanical Systems list for values.
❑Not Applicable
C403.4.4. Multiple zone VAV systems with DDC ❑Complies Exception: Requirement does not apply.
6 of individual zone boxes have static ❑Does Not
[ME110)3 pressure setpoint reset controls. ❑Not Observable See the Mechanical Systems list for values.
DNot Applicable
C403.4.4. Multiple zone VAV systems with DDC ❑Complies Exception: Requirement does not apply.
6 of individual zone boxes have static DDoes Not
[ME110]3 pressure setpoint reset controls. ❑Not Observable See the Mechanical Systems list for values.
❑Not Applicable
C403.4.4. Multiple zone VAV systems with DDC ❑Complies Exception: Requirement does not apply.
6 of individual zone boxes have static ❑Does Not
[ME110]3 pressure setpoint reset controls. See the Mechanical Systems list for values.
ENot Observable
❑Not Applicable
C403.4.4. Multiple zone VAV systems with DDC ❑Complies Exception: Requirement does not apply.
6 of individual zone boxes have static ❑Does Not
[ME110]3 pressure setpoint reset controls. See the Mechanical Systems list for values.
❑Not Observable
❑Not Applicable
1 1High Impact(Tier 1) 2 'Medium Impact(Tier 2) j 3 1 Low Impact(Tier 3)
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Section
# Mechanical Rough-In Inspection Complies? Comments/Assumptions
& Req.ID
C403.4.4. Multiple zone VAV systems with DDC ❑Complies Exception: Requirement does not apply.
6 of individual zone boxes have static ❑Does Not
[ME110]3 pressure setpoint reset controls. ENot Observable See the Mechanical Systems list for values.
❑Not Applicable
C403.4.4. Multiple zone VAV systems with DDC ❑Complies Exception: Requirement does not apply.
6 of individual zone boxes have static ❑Does Not
[ME110]3 pressure setpoint reset controls. See the Mechanical Systems list for values.
DNot Observable
❑Not Applicable
C403.4.4. Multiple zone VAV systems with DDC ❑Complies Exception: Requirement does not apply.
6 of individual zone boxes have static ['Does Not
[ME110]3 pressure setpoint reset controls. See the Mechanical Systems list for values.
❑Not Observable
❑Not Applicable
C403.4.4. Multiple zone VAV systems with DDC ❑Complies Exception: Requirement does not apply.
6 of individual zone boxes have static ❑Does Not
[ME110]3 pressure setpoint reset controls. ❑Not Observable See the Mechanical Systems list for values.
❑Not Applicable
C408.2.2. Air outlets and zone terminal devices ❑Complies Requirement will be met.
1 have means for air balancing. ❑Does Not
[ME53]3 Location on plans/spec:A-1
[Not Observable
❑Not Applicable
C403.5, Refrigerated display cases,walk-in ❑Complies Exception: Requirement does not apply.
C403.5.1, coolers or walk-in freezers served by ❑Does Not
C403.5.2 remote compressors and remote ❑Not Observable
[ME123] condensers not located in a
condensing unit, have fan-powered ❑Not Applicable
condensers that comply with Sections
C403.5.1 and refrigeration compressor
systems that comply with C403.5.2..
Additional Comments/Assumptions:
1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
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Section
Rough-In Electrical Inspection Complies? Comments/Assumptions
& Req.ID
C405.2.1 Lighting controls installed to uniformly Complies Requirement will be met.
[EL15]1 reduce the lighting load by at least ❑Does Not
50%. Location on plans/spec:A-1
ENot Observable
ENot Applicable
C405.2.1 Occupancy sensors installed in ❑Complies Requirement will be met.
[EL18]1 required spaces. ❑Does Not
❑Not Observable Location on plans/spec: A-1
ENot Applicable
C405.2.1, Independent lighting controls installed ❑Complies Requirement will be met.
C405.2.2. per approved lighting plans and all ❑Does Not
3 manual controls readily accessible and ['Not Observable Location on plans/spec:A-1
[EL23]2 visible to occupants.
ENot Applicable
C405.2.2. Automatic controls to shut off all ❑Complies Requirement will be met.
1 building lighting installed in all ❑Does Not
[EL22]2 buildings. ENot Observable Location on plans/spec:A-1
ENot Applicable
C405.2.3 Daylight zones provided with ❑Complies Requirement will be met.
[EL16]2 individual controls that control the ❑Does Not
lights independent of general area :Not Observable Location on plans/spec:A-1
lighting.
❑Not Applicable
C405.2.3, Primary sidelighted areas are ❑Complies Exception: Requirement does not apply.
C405.2.3. equipped with required lighting ❑Does Not
1, controls.
C405.2.3. ['Not Observable
2 ENot Applicable
(EL20]1
C405.2.3, Enclosed spaces with daylight area ❑Complies Exception: Requirement does not apply.
C405.2.3. under skylights and rooftop monitors ❑Does Not
1, are equipped with required lighting
C405.2.3. controls. ENot Observable
3 ❑Not Applicable
[EL21]1
C405.2.4 Separate lighting control devices for ❑Complies Requirement will be met.
[EL4]1 specific uses installed per approved ❑Does Not
lighting plans. Location on plans/spec:A-1
['Not Observable
ENot Applicable
C405.2.4 Additional interior lighting power ❑Complies Requirement will be met.
[EL8]1 allowed for special functions per the ❑Does Not
approved lighting plans and is ❑Not Observable Location on plans/spec:A-1
automatically controlled and
separated from general lighting. ENot Applicable
C405.2.5 Automatic lighting controls for exterior ❑Complies Requirement will be met.
[EL25]ni0 lighting installed.Controls will be ❑Does Not
daylight controlled, set based on Location on plans/spec:A-1
business operation time-of-day, or ENot Observable
reduce connected lighting > 30%. ❑Not Applicable
C405.3 Exit signs do not exceed 5 watts per DComplies Requirement will be met.
[EL6]1 face. ❑Does Not
['Not Observable Location on plans/spec:A-1
ENot Applicable
Additional Comments/Assumptions:
1 High Impact(Tier 1) 2 f Medium Impact(Tier 2) j 3 Low Impact(Tier 3)
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1 ',High Impact(Tier 1) 2 Medium Impact(Tier 2) ! 3 Low Impact(Tier 3)
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Section
# Insulation Inspection i Complies? Comments/Assumptions
& Req.ID
C303.1 Roof insulation installed per ❑Complies Requirement will be met.
[IN3]1 manufacturer's instructions. Blown or ❑Does Not
poured loose-fill insulation is installed ENot Observable Location on plans/spec:A-1
only where the roof slope is<=3 in
12. ENot Applicable
C303.1 Building envelope insulation is labeled ❑Complies Requirement will be met.
[IN10]2 with R-value or insulation certificate ❑Does Not
providing R-value and other relevant
data. ❑Not Observable
❑Not Applicable
C303.2 Above-grade wall insulation installed ❑Complies Requirement will be met.
[IN7]1 per manufacturer's instructions. ❑Does Not
['Not Observable Location on plans/spec:A-1
[Not Applicable
C303.2.1 Exterior insulation is protected from ❑Complies Exception: Requirement does not apply.
[IN14]2 damage with a protective material. ❑Does Not
Verification for exposed foundation
insulation may need to occur during [Not Observable
Foundation Inspection. ❑Not Applicable
C402.1.3 Non-swinging opaque doors have R- ❑Complies Requirement will be met.
[IN19]3 4.75 insulation. ❑Does Not
['Not Observable Location on plans/spec:A-1
❑Not Applicable
C402.2.1 Insulation intended to meet the roof ❑Complies Requirement will be met.
[IN17]3 insulation requirements cannot be ❑Does Not
installed on top of a suspended ENot Observable Location on plans/spec:A-1
ceiling. Mark this requirement
compliant if insulation is installed ❑Not Applicable
accordingly.
C402.2.3 Above-grade wall insulation R-value. ❑Complies See the Envelope Assemblies table for values.
[IN6]1 DDoes Not
['Not Observable
❑Not Applicable
C402.2.5 Floor insulation R-value. ❑Complies See the Envelope Assemblies table for values.
[IN8]2 ❑Does Not
[Not Observable
ENot Applicable
C402.2.6 Radiant panels and associated ❑Complies Exception: Requirement does not apply.
(IN18]3 components,designed for heat ❑Does Not
transfer from the panel surfaces to the
occupants or indoor space are ['Not Observable
insulated with a minimum of R-3.5. [Not Applicable
C402.2.2 Roof R-value. For some ceiling ❑Complies See the Envelope Assemblies table for values.
[IN2]1 systems,verification may need to ❑Does Not
occur during Framing Inspection.
❑Not Observable
ENot Applicable
C402.5.1. All sources of air leakage in the ❑Complies Requirement will be met.
1 building thermal envelope are sealed, ❑Does Not
[IN1]1 caulked, gasketed,weather stripped ❑Not Observable Location on plans/spec:A-1
or wrapped with moisture vapor-
permeable wrapping material to ENot Applicable
minimize air leakage.
Additional Comments/Assumptions:
r1 !High Impact(Tier 1) 2 (Medium Impact(Tier 2) I 31Low Impact(Tier 3)
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Section _ ____ _
# Final Inspection Complies? Comments/Assumptions
& Req.ID
C303.3, Furnished O&M instructions for Complies Requirement will be met.
C408.2.5. systems and equipment to the EDoes Not
2 building owner or designated
[FI17]3 representative. ❑Not Observable
❑Not Applicable
C303.3, Furnished O&M manuals for HVAC ❑Complies Requirement will be met.
C408.2.5. systems within 90 days of system ❑Does Not
3 acceptance.
[F18]3 :Not Observable
❑Not Applicable
C402.5 Building envelope contains a ❑Complies Requirement will be met.
[F155]1 continuous air barrier that has been ❑Does Not
tested and deemed to limit air leakage ['Not Observable Location on plans/spec:A-1
<= 0.40 cfm/ft2.
❑Not Applicable
C402.5.6 Weatherseals installed on all loading EComplies Requirement will be met.
[F137]1 dock cargo doors. ❑Does Not
❑Not Observable Location on plans/spec:A-i
❑Not Applicable
C403.2.2 HVAC systems and equipment ❑Complies Requirement will be met.
[F127]3 capacity does not exceed calculated ❑Does Not
loads. Location on plans/spec:A-1
ENot Observable
❑Not Applicable
C403.2.4. Heating and cooling to each zone is EComplies Requirement will be met.
1 controlled by a thermostat control. ❑Does Not
[FI47]3 Minimum one humidity control device ['Not Observable Location on plans/spec: A-1
per installed
humidification/dehumidification ❑Not Applicable
system.
C403.2.4. Heating and cooling to each zone is ❑Complies Requirement will be met.
1 controlled by a thermostat control. ❑Does Not
[FI47]3 Minimum one humidity control device ['Not Observable Location on plans/spec:A-1
per installed
humidification/dehumidification ❑Not Applicable
system.
C403.2.4. Heating and cooling to each zone is EComplies Requirement will be met.
1 controlled by a thermostat control. ❑Does Not
[FI47]3 Minimum one humidity control device ❑Not Observable Location on plans/spec:A-1
per installed
humidification/dehumidification ❑Not Applicable
system.
C403.2.4. Heating and cooling to each zone is ❑Complies Requirement will be met.
1 controlled by a thermostat control. ODoes Not
[FI47]3 Minimum one humidity control device ❑Not Observable Location on plans/spec:A-1
per installed
humidification/dehumidification ❑Not Applicable
system.
C403.2.4. Heating and cooling to each zone is ❑Complies Requirement will be met.
1 controlled by a thermostat control. ❑Does Not
[F147]3 Minimum one humidity control device ❑Not Observable Location on plans/spec:A-1
per installed
humidification/dehumidification ❑Not Applicable
system.
C403.2.4. Heating and cooling to each zone is EComplies Requirement will be met.
1 controlled by a thermostat control. ❑Does Not
[FI47]3 Minimum one humidity control device ❑Not Observable Location on plans/spec: A-1
per installed
! humidification/dehumidification ❑Not Applicable
system.
1 rHigh Impact(Tier 1) T 2 !Medium Impact(Tier 2) 3 j Low Impact(Tier 3)
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Section
# I Final Inspection Complies? Comments/Assumptions
& Req.ID
C403.2.4. Heating and cooling to each zone is ❑Complies Requirement will be met.
1 controlled by a thermostat control. ❑Does Not
[F147]3 Minimum one humidity control device Location on plans/spec:A-1
per installed
humidification/dehumidification ❑Not Applicable
system.
C403.2.4. Heating and cooling to each zone is ❑Complies Requirement will be met.
1 controlled by a thermostat control. ❑Does Not
[FI47]3 Minimum one humidity control device ENot Observable Location on plans/spec:A-1
per installed
humidification/dehumidification ENot Applicable
system.
C403.2.4. Heating and cooling to each zone is ❑Complies Requirement will be met.
1 controlled by a thermostat control. ❑Does Not
[FI47]3 Minimum one humidity control device ENot Observable Location on plans/spec:A-1
per installed
humidification/dehumidification ❑Not Applicable
system.
C403.2.4. Thermostatic controls have a 5 °F ❑Complies Requirement will be met.
1.2 deadband. ❑Does Not
[FI38]3 Location on plans/spec:A-1
['Not Observable
❑Not Applicable
C403.2.4. Temperature controls have setpoint ❑Complies Requirement will be met.
1.3 overlap restrictions. ❑Does Not
[F120]3 Location on plans/spec:A-1
❑Not Observable
❑Not Applicable
C403.2.4. Each zone equipped with setback ❑Complies Exception: Requirement does not apply.
2 controls using automatic time clock or ❑Does Not
[F139]3 programmable control system.
❑Not Observable
ENot Applicable
C403.2.4. Automatic Controls: Setback to 55°F ❑Complies Requirement will be met.
2.1, (heat)and 85°F (cool); 7-day clock, 2- ❑Does Not
C403.2.4. hour occupant override, 10-hour Location on plans/spec:A-1
2.2 backup Not Observable
[F140]3 ENot Applicable
C403.2.4. Systems include optimum start ❑Complies Exception: Requirement does not apply.
2.3 controls. ❑Does Not
[F141]3 ❑Not Observable
❑Not Applicable
C403.2.4. Systems include optimum start ❑Complies Exception: Requirement does not apply.
2.3 controls. ❑Does Not
[F141]3 ENot Observable
[Not Applicable
C403.2.4. Systems include optimum start ❑Complies Exception: Requirement does not apply.
2.3 controls. EDoes Not
[FI41]3 ❑Not Observable
❑Not Applicable
C403.2.4. Systems include optimum start ❑Complies Exception: Requirement does not apply.
2.3 controls. ❑Does Not
[FI41]3 ❑Not Observable
ENot Applicable
C403.2.4. Systems include optimum start ❑Complies Exception: Requirement does not apply.
2.3 controls. DDoes Not
[FI41]3 ❑Not Observable
❑Not Applicable
1 High Impact(Tier 1) ! 2 1 Medium Impact(Tier 2) 3 ILow Impact(Tier 3)
Project Title: New Mixed Use Building Report date: 10/30/18
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Section
# Final Inspection Complies? Comments/Assumptions
& Req.ID
C403.2.4. Systems include optimum start ❑Complies Requirement will be met.
2.3 controls. ❑Does Not
[FI41]3 Location on plans/spec:A-1
['Not Observable
❑Not Applicable
C403.2.4. Systems include optimum start ❑Complies Requirement will be met.
2.3 controls. ❑Does Not
[F141]3 Location on plans/spec:A-1
['Not Observable
❑Not Applicable
C403.2.4. Systems include optimum start ❑Complies Requirement will be met.
2.3 controls. ❑Does Not
[FI41]3 Location on plans/spec:A-1
ENot Observable
❑Not Applicable
C403.2.4. Systems include optimum start ❑Complies Requirement will be met.
2.3 controls. ❑Does Not
[FI41]3 Location on plans/spec:A-1
ENot Observable
❑Not Applicable
C405.4.1 Interior installed lamp and fixture ❑Complies See the Interior Lighting fixture schedule for values.
[F118]1 lighting power is consistent with what ❑Does Not
is shown on the approved lighting
plans, demonstrating proposed watts "Not Observable
are less than or equal to allowed Observable_
Applicable
watts.
C405.5.1 Exterior lighting power is consistent ❑Complies See the Exterior Lighting fixture schedule for values.
[FI19]1 with what is shown on the approved ❑Does Not
lighting plans, demonstrating
proposed watts are less than or equal ENot Observable
to allowed watts. ENot Applicable
C408.2.1 Commissioning plan developed by ❑Complies Requirement will be met.
[FI28]1 registered design professional or ❑Does Not
approved agency. Location on plans/spec:A-1
❑Not Observable
❑Not Applicable
C408.2.3. HVAC equipment has been tested to ❑Complies Exception: Unitary or packaged HVAC eqiupment without
1 ensure proper operation. EDoes Not supply air economizers.
[FI31]1 ENot Observable
❑Not Applicable
C408.2.3. HVAC control systems have been ❑Complies Requirement will be met.
2 tested to ensure proper operation, ❑Does Not
[FI10]1 calibration and adjustment of controls. ❑Not Observable Location on plans/spec:A-1
ENot Applicable
C408.2.4 Preliminary commissioning report ❑Complies Requirement will be met.
[F129]1 completed and certified by registered ❑Does Not
design professional or approved ONot Observable Location on plans/spec:A-1
agency.
❑Not Applicable
C408.2.5. Furnished HVAC as-built drawings ❑Complies Requirement will be met.
1 submitted within 90 days of system ❑Does Not
[FI7]3 acceptance.
ENot Observable
_ ENot Applicable
C408.2.5. Furnished as-built drawings for ❑Complies Requirement will be met.
1 electric power systems within 90 days ❑Does Not
[F116]3 of system acceptance.
[Not Observable
❑Not Applicable
- --
1 High Impact(Tier 1) i 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
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Section
# Final Inspection Complies? Comments/Assumptions
& Re•.ID
C408.2.5. An air and/or hydronic system ❑Complies Requirement will be met.
3 balancing report is provided for HVAC ❑Does Not
[FI43]1 systems. Location on plans/spec:A-1
['Not Observable
❑Not Applicable
C408.2.5. Final commissioning report due to ElComplies Requirement will be met.
4 building owner within 90 days of ❑Does Not
[FI30]1 receipt of certificate of occupancy. ONot Observable Location on plans/spec:A-1
❑Not Applicable
C408.3 Lighting systems have been tested to ❑Complies Requirement will be met.
[FI33]1 ensure proper calibration, adjustment, ❑Does Not
programming, and operation. ['Not Observable Location on plans/spec:A-1
ENot Applicable
Additional Comments/Assumptions:
1 High Impact(Tier 1) 2 !Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: New Mixed Use Building Report date: 10/30/18
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