PEE DEE NWR VISITOR CONTACT STATION
WADESBORO, NC
50% Design Submittal
Design Narratives & Calculations
November 25, 2014
Power Solutions Electric, Inc.
5763 Mining Terrace
Jacksonville, FL 32257
Wiley|Wilson
6606 West Broad Street,
Suite 500
Richmond, Virginia 23230
Table of Contents
Pages
1. Design Narratives
1-14
2. Structural Design Analysis
15-48
3. Mechanical & Plumbing Calculations
a. Energy Analysis
b. Duct Static Calculations
c. Equipment Cut Sheets
d. Solar Hot Water Life Cycle Cost Analysis
e. Water Heater Calculations
f. Plumbing Calculations
49
50-171
172-196
196
197
198-201
4. Electrical Calculations
a. Lightning Risk Calculation
202-204
5. LEED Template
205-208
6. Final Geotechnical Report
209-231
Executive Summary
US Fish and Wildlife Service wishes to replace to construct a new Visitor Contact
Station for the Pee Dee National Wildlife Refuge located in Wadesboro, NC. The new
facility will be approximately 2141 SF and provide multi-purpose exhibit and reception
space for visitors as well as office space and secured storage for USFWS staff.
The project includes associate site improvements including modifications to existing
parking lots. The new facility will be classified as Construction Type “V B” and
Occupancy Group “B” per the 2012 North Carolina State Building Code. The project will
conform to LEED Silver 3.0 and will comply with “ABA (Architectural Barriers Act)
Accessibility Standard”.
Special Design Features
The project will be designed to meet the requirements of USGBC LEED Silver 3.0. The
Design-Build team’s preliminary checklist is included within this report.
Preliminary LEED Strategy
A.
Sustainable Design
a. Introduction – This section addresses sustainable design for the Pee Dee
National Wildlife Refuge Visitor Contact Station. The section includes
design criteria, regulatory requirements, and proposed operating
conditions for the individual sites.
b. The sources for the design criteria are as follows:
i. Unified Facilities Criteria (UFC) 4-030-01 – Sustainable
Development, 21 December 2007
ii. USGBC Green Building Design and Construction Reference Guide,
2009 Edition
c. Visitor Contact Station, Pee Dee NWR
i. Design, development, and construction of the Visitor Contact
Station, Pee Dee NWR shall be designed to meet the Silver
Certification requirements of the United States Green Building
Council LEED Building Design and Construction Rating System v3.
Sustainable principles shall be integrated into the project in
accordance with Executive Order 13423 and other applicable laws,
including the Energy Policy Act of 2005.
ii. Sustainable Sites (SS)
1. SS Prerequisite 1 – Construction Activity Pollution
Prevention
a. Intent – Create and implement an erosion and
sediment control plan for all construction activities
associated with the project.
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b. Compliance – Provided. The Erosion & Sediment
Control Plan will be reviewed and approved by the
required authorities.
SS Credit 1 – Site Selection
a. Intent – To avoid the development of inappropriate
sites and reduce the environmental impact from the
location of a building on a site.
b. Compliance – Provided. Site is not prime farmland,
previously undeveloped land lower than 5 feet above
100-year flood elevation, habitat for any threatened or
endangered species, within 100 feet of delineated
wetlands, within 50 feet of any water body, or former
park land.
SS Credit 4.3 – Alternative Transportation – Low-Emitting
and Fuel-Efficient Vehicles
a. Intent- To reduce pollution and land development
impacts from automobile use.
b. Compliance - Provided. LE/FEV signage is provided
for 5% of parking spaces (4 spaces).
SS Credit 4.4 – Alternative Transportation – Parking
Capacity
a. Intent – To reduce pollution and land development
impacts from automobile use.
b. Compliance – Provided. No new parking will be
provided.
SS Credit 5.1 – Site Development – Protect or Restore
Habitat
a. Intent – To conserve existing natural areas and
restore damaged areas to provide habitat and
promote biodiversity.
b. Compliance – Provided. Native & adapted planting
area measures at least 20% of total site area or 50%
of site excluding building.
SS Credit 5.2 – Site Development – Maximize Open Space
a. Intent – To promote biodiversity by providing a high
ratio of open space to development footprint.
b. Compliance – Provided. Vegetated open space equal
in area to building footprint will be provided.
SS Credit 6.1 – Stormwater Design – Quantity Control
a. Intent – To limit disruption of natural hydrology by
reducing impervious cover, increasing on-site
infiltration, reducing or eliminating pollution from
stormwater runoff and eliminating contaminants.
b. Compliance – 25% reduction in peak runoff and
volume from the 2-year storm event provided by
bioretention.
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8. SS Credit 6.2 – Stormwater Design – Quality Control
a. Intent – To limit disruption and pollution of natural
water flows by managing stormwater runoff.
b. Compliance – 80% TSS removal from runoff due to
first 1-inch of rainfall provided by bioretention.
9. SS Credit 7.2 – Heat Island Effect – Roof
a. Intent – To reduce heat islands to minimize impacts
on microclimates and wildlife habitats.
b. Compliance - Option 1, provide Solar Reflectance
Index (SRI) equal to or greater than 29 SRI for a
minimum of 75% of the roof surface.
iii. Water Efficiency (WE)
1. WE Prerequisite 1 - Water Use Reduction – 20% Reduction
a. Intent – To increase water efficiency within buildings
to reduce the burden on municipal water supply and
wastewater systems.
b. Compliance – Provided. High- efficiency fixtures will
be provided to reduce water use 20% below
calculated building baseline.
2. WE Credit 1 – Water Efficient Landscaping
a. Intent – To limit or eliminate the use of potable water
or other natural surface water or subsurface water
resources available on or near the project for
landscape irrigation.
b. Compliance – Provided. No landscape irrigation is
provided.
3. WE Credit 3 – Water Use Reduction – Reduce by 30%
a. Intent – To further increase water efficiency within
buildings to reduce the burden on municipal water
supply and wastewater systems.
b. Compliance – High- efficiency fixtures will be provided
to reduce water use 30% below calculated building
baseline.
iv. Energy & Atmosphere (EA)
1. EA Prerequisite 1 – Fundamental Commissioning
a. Intent – To verify that the project’s energy-related
systems are installed, and calibrated to perform
according to the owner’s project requirements, basis
of design and construction documents.
b. Compliance – Provided. A commissioning authority
(CxA) will lead, review, and oversee the completion of
commissioning processes for all commissioned
systems based upon project requirement, basis of
design, and report all findings to the owner.
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2. EA Prerequisite 2 – Minimum Energy Performance
a. Intent – To establish the minimum level of energy
efficiency for the proposed building and systems to
reduce environmental and economic impacts
associated with excessive energy use.
b. Compliance – Provided. OPTION 1. Whole Building
Energy Simulation
3. EA Prerequisite 3 – Fundamental Refrigerant Management
a. Intent – To reduce atmospheric ozone depletion.
b. Compliance – Provided. Zero chlorofluorocarbon
(CFC)- based refrigerants will be used in HVAC&R
systems.
4. EA Credit 1 – Optimize Energy Performance
a. Intent – To achieve increasing levels of energy
performance beyond the prerequisite standard to
reduce environmental and economic impacts
associated with excessive energy use.
b. Compliance – Provided. A minimum of 30% energy
cost savings (10 points) will be achieved compared to
ASHRAE Standard 90.1-2007 Appendix G baseline
building performance. Savings will be accomplished
by the use of energy efficient mechanical systems,
energy efficient lighting systems, increased envelope
insulation values and energy efficient domestic
heating system. Programmable thermostats will be
used to schedule equipment operating times and
setpoints to minimize energy use during unoccupied
times. Energy efficiency will be documented by the
Trane Trace 700 program.
5. EA Credit 5 – Measurement and Verification
a. Intent – To provide for the ongoing accountability of
building energy consumption over time.
b. Compliance – Provided.
A measurement and
verification plan (M&V) and corrective action
processes will be provided to cover 1 year of postconstruction occupancy.
v. Materials and Resources (MR)
1. MR Prerequisite 1 – Storage and Collection of Recyclables
a. Intent – To facilitate the reduction of waste generated
by building occupants that is hauled to and disposed
of in landfills.
b. Compliance – An easily accessible, dedicated area
for the collection and storage of materials for recycling
is provided in the building.
2. MR Credit 2 – Construction Waste Management
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a. Intent – To divert construction and demolition debris
from disposal in landfills and incineration facilities.
Redirect recyclables recovered resources back to the
manufacturing process and reusable materials to
appropriate sites.
b. Compliance – Provided.
A Construction Waste
Management Plan shall be developed by Contractor
and strictly adhered to such that at least 75% of all
debris material during construction will be recycled or
salvaged, calculated by weight or volume. All
subcontractors prior to start of work will be notified of
intent of source separation and/or co-mingle method
to be employed.
3. MR Credit 4 – Recycled Content
a. Intent – To increase demand for building products that
incorporate recycled content materials, thereby
reducing impacts resulting from extraction and
processing of virgin materials.
b. Compliance – Provided. Building will use materials
(i.e. Concrete, masonry, and finishes) with recycled
content such that the sum of postconsumer recycled
content plus 1/2 of the pre-consumer recycled content
constitutes at least 20%, based on cost, of the total
value of the materials in the project.
4. MR Credit 5 – Regional Materials
a. Intent – To increase demand for building materials
and products that are extracted and manufactured
within the region, thereby supporting the use of
indigenous resources and reducing the environmental
impacts resulting from transportation.
b. Compliance – Provided. Building will use materials
(i.e. Concrete, masonry, and finishes) that are
extracted, harvested or recovered, as well as
manufactured within 500 miles of the project site for at
least 20%, based on cost, of the total value of the
materials in the project.
vi. Indoor Environmental Quality (IEQ)
1. IEQ Prerequisite 1 – Minimum Indoor Air Quality
Performance
a. Intent – To establish minimum indoor air quality (IAQ)
performance to enhance indoor air quality in
buildings, thus contributing to the comfort and wellbeing of the occupants.
b. Compliance – Mechanically ventilated spaces will
meet minimum requirements of Sections 4-7 of
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ASHRAE Standard 62.1-2007, Ventilation for
Acceptable Indoor Air Quality.
IEQ Prerequisite 2 – Environmental Tobacco Smoke Control
a. Intent – To prevent or minimize exposure of building
occupants, indoor surfaces and ventilation air
distribution systems to environmental Tobacco
Smoke.
b. Compliance – Option 1 - prohibit smoking in the
building or on the property within 25 feet of entries,
outdoor air intakes and operable windows. Signage
designating outdoor smoking areas will be provided.
IEQ Credit 3.1 – Construction IAQ Management Plan –
During Construction
a. Intent – To reduce indoor air quality (IAQ) problems
resulting from construction or renovation and promote
the comfort and well-being of construction workers
and building occupants.
b. Compliance – An IAQ management plan will be
developed and implemented to protect HVAC
systems during construction, control pollutant sources
and interrupt contamination pathways.
IEQ Credit 3.2 – Construction IAQ Management Plan –
Before Occupancy
a. Intent – To reduce indoor air quality (IAQ) problems
resulting from construction or renovation and promote
the comfort and well-being of construction workers
and building occupants.
b. Compliance – An IAQ management plan will be
developed and implemented to perform a building
flush out prior to occupancy.
IEQ Credit 4.1 – Low-Emitting Materials – Adhesives and
Sealants
a. Intent – To reduce the quantity of indoor air
contaminants that are odorous, irritating and/or
harmful to the comfort and well-being of installers and
occupants.
b. Compliance – All adhesives and sealants will comply
with the “South Coast Air Quality Management
District” (SCAQMD) Rule #1168 that limits the Volatile
Organic Compounds (VOC) in building products.
IEQ Credit 4.2 – Low-Emitting Materials – Paints and
Coatings
a. Intent – To reduce the quantity of indoor air
contaminants that are odorous, irritating and/or
harmful to the comfort and well-being of installers and
occupants.
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b. Compliance – Paints and coatings used in the interior
of a building will comply with VOC content limits
established by the Green Seal Standard – GS-11,
GS-03, and South Coast Air Quality Management
District Rule 1113.
7. IEQ Credit 4.3 – Low-Emitting Materials – Flooring systems
a. Intent – To reduce the quantity of indoor air
contaminants that are odorous, irritating and/or
harmful to the comfort and well-being of installers and
occupants.
b. Compliance – All flooring will comply with the
standards indicated including but not limited to the
requirements of the “Carpet and Rug Institute Green
Label Plus Program” and “Floor Score” standard for
carpets and hard surface flooring.
8. IEQ Credit 4.4 – Low-Emitting Materials – Composite Wood
and Agrifiber Products
a. Intent – To reduce the quantity of indoor air
contaminants that are odorous, irritating and/or
harmful to the comfort and well-being of installers and
occupants.
b. Compliance – Composite wood and agrifiber products
on the interior of the building will contain no added
Urea-formaldehyde resins.
9. IEQ Credit 6.1 – Controllability of Systems - Lighting
a. Intent – To provide a high level of lighting system
control by individual occupants or groups in multioccupant spaces and promote their productivity,
comfort, and well-being.
b. Compliance – Individual work spaces will be provided
with occupant lighting control to ensure 90% of
building occupants can adjust their lighting to suit
individual lighting needs. The individual lighting will
be task lighting.
The area lighting for spaces
containing individual workstation will be designed to
the minimum allowable lighting values. Multi-level
lighting will be available in all multi-occupant spaces.
Area lighting will be provided on either multiple
circuits or with multiple ballasts.
10. IEQ Credit 6.2 – Controllability of Systems – Thermal
Comfort
a. Intent – To provide a high level of thermal comfort
system control by individual occupants or groups in
multi-occupant spaces and promote their productivity,
comfort, and well-being.
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b. Compliance – Individual comfort controls will be
provided for 50% of building occupants to enable
adjustments to meet individual needs and
preferences. Shared multi-occupant spaces will be
provided with comfort system controls to enable
adjustments to meet group needs and preferences.
11. IEQ Credit 8.1 – Daylight and Views - Daylight
a. Intent – To provide for the building occupants with a
connection between indoor spaces and the outdoors
through the introduction of daylight and views into the
regularly occupied areas of the building.
b. Compliance – Appropriate daylighting levels will be
provided for at least 75% of regularly occupied
spaces.
12. IEQ Credit 8.2 – Daylight and Views - Views
a. Intent – To provide for the building occupants with a
connection between indoor spaces and the outdoors
through the introduction of daylight and views into the
regularly occupied areas of the building.
b. Compliance – Direct line of sign to the outdoor
environment via vision glazing will be provided for
90% of all regularly occupied spaces.
vii. Innovation and Design (ID)
1. ID Credit 1.1 – Exemplary performance MRc4– 30%
Regional Content
a. Intent – To increase demand for building materials
and products that are extracted and manufactured
within the region, thereby supporting the use of
indigenous resources and reducing the environmental
impacts resulting from transportation.
b. Compliance – Provided. Building will use materials
(i.e. Concrete, masonry, and finishes) that are
extracted, harvested or recovered, as well as
manufactured within 500 miles of the project site for at
least 30%, based on cost, of the total value of the
materials in the project.
2. ID Credit 1.2 – Exempliary Performance WEc3 – 50%
Reduction
a. Intent – To further increase water efficiency within
buildings to reduce the burden on municipal water
supply and wastewater systems.
b. Compliance – High- efficiency fixtures will be provided
to reduce water use 50% below calculated building
baseline.
3. ID Credit 1.3 –Integrated Pest Management Plan
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a. Intent – To reduce the exposure of building occupants
and maintenance personnel to potentially hazardous
chemical, biological and particulate contaminants,
which adversely affect air quality, human health,
building finishes, building systems and the
environment.
b. Compliance – An indoor integrated pest management
plan will be developed for purchasing and using the
least toxic chemical pesticides, use only in targeted
locations and for targeted species.
4. ID Credit 1.2 – Low Mercury Lighting
a. Intent – Reduce overall average mercury content of
purchased lamps to reduce the risk of mercury
exposure and consumption.
b. Compliance – A low-mercury lighting purchasing plan
will be developed to indicate low mercury lighting
policies and coordinate verification and calculations of
mercury content in all lighting to show that project
lighting does not exceed 70 picograms of mercury per
lumen hour of lighting.
5. ID Credit 1.4 – Exempliary Performance SSc5.2 – Double
Open Space
a. Intent – To promote biodiversity by providing a high
ratio of open space to development footprint.
b. Compliance – Provided. Vegetated open space equal
to double the area of building footprint will be
provided.
viii. Regional Priority Credits
1. RP Credit 1.1 – EAc1
2. RP Credit 1.2 – EQc7.1
3. RP Credit 1.3 – SSc6.1
4. RP Credit 1.4 – WEc3
Architectural Compatibility Statement
The project will conform to LEED Silver 3.0 as a requirement.
The exterior character of the Visitor Contact Station will be in keeping and compatible with
the buildings typically seen on US National Wildlife Reserve facilities. The facility design
will result in a durable, high quality facility that meets the operational and functional
requirements of the project scope with reasonable and appropriate maintenance and
operating life cycle cost.
Architectural and Structural
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Interior Circulation and Adjacencies: The new Visitor Contact Station is comprised of
three major activity groupings: multi-use/exhibit; office and work areas; and building
support areas. The multi-use and exhibit area includes an entry vestibule with reception
counter and open space for wildlife exhibits and education, as well as an exterior concrete
patio for outdoor exhibits. The office and work areas will include private offices with
storage closets. The building support areas include restrooms and break room for staff
use, IT and janitor spaces, and secured and open storage spaces for staff. These various
functions are combined to provide an efficient, flexible facility for continued use.
The main entrance vestibule will have direct access to the multi-purpose/exhibit space as
well as the reception counter for visitor information. This will be the primary access for
visitors and staff. An oversized door from the multi-use area leads to the exterior public
exhibit patio.
The reception areas, staff offices, secure and open storage, staff restrooms, break room,
and IT and janitor spaces are accessed through a locked door off of the multi-use room.
The work room serves as an interstitial space located between and for convenient access
to all offices in the facility. The staff restrooms and break room are located toward the rear
of the facility off of a hallway leading to a rear covered porch for staff use.
Exterior Facade: The visitor contact station will be a one story structure with an
exterior wall system constructed of load bearing, structural insulated panels (SIP) with
exterior wall finish of cement fiber lap siding with simulated stacked stone veneer
wainscot. The roof will be a steep-slope standing seam metal roof over structural
insulated panels (SIP). The exterior character of the Visitor Contact Station will be in
keeping and compatible with the buildings typically seen on US National Wildlife Reserve
facilities and in the surrounding areas.
Exterior windows will be wood windows with pre-finished aluminum cladding at the
exterior and solar “blue-green” tined glazing. The windows throughout the facility will be
operable, double hung with a single fixed stained glass window located in the gable of
the multi-use ceiling.
Exterior doors will be fiberglass reinforced plastic paneled doors and frames with
insulated laminated glazing that will match the window glazing.
Building Envelope: The building is a single-story structure with a slab on grade floor.
Exterior walls will be 4 ½” structural insulated panels (SIP) with cement fiber lap siding
and simulated stone veneer. The exterior walls will offer a thermal resistance rating of R24 and will be protected by commercial grade building wrap.
The building will have a steep-slope standing seam metal roof system over 6 ½” structural
insulated panels (SIP) over prefabricated wood beams and framing. The roof assembly
will contain all appropriate materials for adequate installation of an ice and water shield.
The roof assembly will offer a thermal resistance of R-40. The roof framing will be
supported by interior and exterior wood framed walls, which will be supported by concrete
turn-down footings.
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The baseline building was modeled with the ASHRAE 90.1 baseline walls, fenestrations,
and roof construction. The proposed building exterior wall U-value is 0.041 Btu/(h ∙ft2
∙deg F) as opposed to 0.065 Btu/(h ∙ft2 ∙deg F) for the baseline. The proposed building
roof U-value is 0.025 Btu/(h ∙ft2 ∙deg F) versus 0.027 Btu/(h ∙ft2 ∙deg F) for the baseline.
The combined u-value (glazing and frame) and SHGC for the fenestrations for the
proposed building is 0.3 Btu/(h ∙ft2 ∙deg F) and 0.19 respectively, baseline values are
0.550 Btu/(h ∙ft2 ∙deg F) and 0.40.
Life Safety
Refer to Life Safety Drawing A-100 for code information.
Civil Design
The site layout for the new Visitor’s Center building will be within the eastern portion of
the existing asphalt parking lot approximately 3/4 mile northeast of the site’s main
entrance (existing refuge headquarters). Existing parking spaces and a new east
entrance have been provided for this project. The existing parking area will be modified
and restriped as necessary to accommodate visitor parking and bus access.
Utilities
Water service will be provided by a new 2” service line and will be connected to a new
Wadesboro City Water 1-½” water meter and tap from the existing 10” line in route 52.
A water line extension will be placed at a designated check station near the
new Visitor’s Center for future connection. A new RPZ type backflow preventer will be
provided in the mechanical room.
Natural Gas service is not required for this project.
A new septic system will be designed by the Anson County health department. An
application has been prepared to start the process. The anticipated flow rate is 100
GPD and a 1,000 septic tank is anticipated.
Storm Water Considerations
The result of this project is a net reduction in stormwater runoff from the site.
Calculations are provided on C-108 along with the drainage plan.
Fire Protection
A fire protection system is not required. Fire hydrants are not required at the new visitor
station.
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Geotechical Investigation
A Geotechnical investigation and report has been performed by ECS Carolinas and is
included in this document.
Topographic Survey
A Topographic survey was performed by Foresite Engineering and Surveyings and is
included in the plan document.
Mechanical
The HVAC system for the building will consist of two high efficiency heat pumps with
electric heating coils. One of the heat pumps will serve the Exhibit area and the other
will serve the rest of the building as one singe zone. Outside air will be ducted from
hooded gravity intakes located on the roof to the return duct serving each air handler.
The heat pump serving the Exhibit area will utilize demand control ventilation to
increase energy performance and humidity control. A carbon dioxide sensor will be
located in the space and will be wired to a motorized damper in the outside air intake
duct serving the air handler. When the carbon dioxide level increases above a
particular threshold, the motorized damper will adjust from it minimum position to its
maximum position to increase the flow of outside air to the space until the carbon
dioxide level in the room returns to a lower value.
Both heat pump air handling units will have electronically commutated motors (ECM’s)
that will adjust the airflow to each zone to maintain set point. The heat pump serving
the Exhibit area will also utilize a two stage compressor to further modulate capacity.
The outdoor heat pumps will be located on concrete equipment pads next to the
building. Condensate from the air handlers will be piped through the attic and will
discharge indirectly to a hub drain in the plumbing chase.
Each bathroom will be exhaust with a ceiling mounted cabinet exhaust fan to be wired
with the light switch. The exhaust will be ducted up through the roof to hooded relief
vents.
Ceiling diffusers and grilles will be 12”x12” to fit within the joists spacing. Ductwork,
fittings, accessories and supports will be G90 galvanized steel, unlined, constructed to
SMACNA standards. All ductwork shall be sealed to either Class A or B standards, as
required. Outside air, supply air, and return air ductwork shall be externally insulated
with flexible fiberglass duct wrap, with a foil faced vapor barrier jacket. Pre-insulated
flexible ducts will be used in limited lengths to connect to diffusers.
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Plumbing
Sanitary and vent piping is to be PVC piping and fittings for above and below ground.
Domestic water piping is to be type L copper with soldered fittings.
All public water closets are to be tank type, vitreous china, with open front seats and
1.28 GPF manual flush lever.
All lavatories are to be vitreous china wall mounted type with battery powered electronic
sensor and 0.5 GPM aerators. The kitchen sink will be stainless steel self-rimming type
with 1.5 GPM manual faucet.
Domestic cold water piping shall be insulated with polyisocuanurate insulation with
vapor barrier. Domestic hot water water piping shall be insulated with mineral fiber
insulation.
Electrical Design
Power Distribution System
The power distribution system will be 400A/120/240V, 1-phase, 3-wire. The connected
load is estimated to be 275 Amperes.
Service to the facility, including the metering type and location, will be coordinated with
Progress Energy. The electrical contractor will pay all utility company charges
associated with connection of power to the facility.
The nearest utility company power line is located along Highway 52. The Contractor
shall employ Progress Energy to run primary power either overhead or underground to
the project site where the utility company will provide either a pole-mounted or padmounted transformer located at the edge of the project site to serve the building. The
secondary service from the transformer shall be routed underground to the meter base
and the building main distribution panel. A service disconnect will be located outside
next to the meter base and an additional trough will be provided on the secondary side
of the disconnect to allow for the future installation of a generator connection.
The panelboard will be equipped with a Type 1 surge protective device.
Standby power is not required; hence, emergency lighting will be provided by battery
packs inside fluorescent light fixtures.
Lightning Protection System
A UL Master Labeled Lightning Protection System will be specified for the facility and a
#2/0 counterpoise will be specified to be installed around the buildings perimeter with
test wells.
Lighting
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Interior lighting fixtures will consist predominantly of LED fixtures with dimming
capabilities. To achieve the target LEED certification, occupancy sensors shall be
utilized throughout the building, and daylight harvesting will be used. Battery packs
inside the interior fixtures will be used to provide emergency egress lighting.
Exterior lighting fixtures will consist predominantly of LED wall pack fixtures. Battery
packs will be used at building exteriors to provide occupants with safe egress from the
building during nighttime power outages.
Telecommunications Systems
Two 4” conduits will be run to the telephone company right of way for telephone service.
One of them will be equipped with three 1” inner-ducts.
Conduit containing Cat 5e cable will be run from the telecommunications outlets back to
the IT Room.
Typical outlets will be combination telephone and data outlets with two RJ45 jacks. Two
Cat 5e cables shall be routed back to the IT Room from the outlet box – one for
telephone and the other for data.
Small offices shall have two combination telephone/data outlets.
Auxiliary Systems
A Doorbell/chime System will be used at the main entrance.
Fire Alarm System
A fire alarm system is not required.
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STRUCTURAL DESIGN ANALYSIS
INDEX
Loading/Design Criteria
Manufacturer Data
Beam/Joist Design
DC-1 to 14
MD-1 to 6
BM-1 to 13
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DESIGN CALCULATIONS
Pee Dee Visitors Center
Structural Loading Criteria
Comm. No. -214180
Loading Criteria
Nov-14
Design Criteria:
Publications:
International Building Code (IBC, 2009)
American Concrete Institute (ACI):
ACI 318-08, Building Code Requirements for Structural Concrete
ACI 315, Details and Detailing of Concrete Reinforcement
American Society of Civil Engineers (ASCE 7-05, Minimum Design Loads for Buildings and Other Structures)
General Criteria & Design Loads: All Buildings
1. Occupancy Category:
II (ASCE 7-05, Table 1-1)
2. Structure Dead Load:
Ceiling Area
Plywood
2 psf
Lighting/Misc Mechanical
5 psf
Gypsum Ceiling
3 psf
Total Distributed Ceiling Dead Load
10 psf
Roof
Standing Seam Metal Roof
5 psf
6.5" SIP Panel
10 psf
Total Roof Dead Load
15 psf
Project: Pee Dee Visitors Contact Station
By SNG
Date
11/14/2014
Comm No: 214180
Sheet No:
16DC-1
DESIGN CALCULATIONS
2. Structure Dead Load (cont.):
Porch
Plywood
2 psf
Insulation
2 psf
Gypsum Board
3 psf
Total Distributed Porch Dead Load
7 psf
3. Floor Live Loads:
Ceiling Space
25 psf (per ASCE 7 Guidelines - Attic)
4. Roof Live Loads:
Base (Minimum) Roof Live Load
20 psf (IBC chap 16)
5. Snow Loads:
Ground Snow (pg)
10 psf
Flat Roof Snow Load
pf = 0.7CeCtIspg =
7
(ASCE 7-05, Figure 7-1)
psf
(ASCE 7-10, Equation 7.3-1)
Minimum snow load for pg < 20 psf
pm = Ispg = 10
< Controls
(ASCE 7-10, Section 7.3.4)
Roof Live Load at 20 psf controls over snow load
Snow Exposure Factor (Ce)
1.0
(ASCE 7-05, Table 7-2)
For Terrain Category C, and partially exposed roof)
Snow Importance Factor (Is)
1.0
(ASCE 7-05, Table 7-4)
Thermal Factor (Ct)
(ASCE 7-05, Table 7-3)
1.0
For structures with cold ventilated roof with a thermal resistance factor greater than R-25
Project: Pee Dee Visitors Contact Station
By SNG
Date
11/14/2014
Comm No: 214180
Sheet No:
17DC-2
DESIGN CALCULATIONS
6. Wind Loads
Basic Wind Speed
90
Exposure Category
C
mph
(ASCE 7-05, Figure 6-1)
Basic Velocity Pressure (Components & Cladding)
Interior Zone
17.3
PSF
End Zone
19.9
PSF
See supplemental calculations for additional information at end of loading criteria section.
7. Seismic Loads
Building Risk Category
Seismic Importance Factor (Ie)
II
1.0
Seismic Site Class (from geotechnical report)
D
Mapped Spectral Response Accelerations
Ss
MCE
0.369
S1
0.117
Fa (ASCE 7-05, Table 11.4-1)
1.505
Values of Fa as a Function of Site Class and Mapped Short-Period Spectral Acceleration, Ss
(ASCE 7-05, Table 11.4-1)
Site Class
Mapped Spectral Acceleration at Short Periods
Ss<0.25
Ss=0.5
Ss=0.75
Ss=1.00
Ss>1.25
A
0.8
0.8
0.8
0.8
0.8
B
1.0
1.0
1.0
1.0
1.0
C
1.2
1.2
1.1
1.0
1.0
D
1.6
1.4
1.2
1.1
1.0
E
2.5
1.7
1.2
0.9
0.9
F
*
*
*
*
*
Per code straight line interpolation may be used for values which fall in
between values indicated above
* - Indicates that site-specific geotechnical investigation and dynamic site
response analyses is required.
Project: Pee Dee Visitors Contact Station
By SNG
Date
11/14/2014
Comm No: 214180
Sheet No:
18DC-3
DESIGN CALCULATIONS
Fv (ASCE 7-05, Table 11.4-2)
2.332
Values of Fv as a Function of Site Class and Mapped Short-Period Spectral Acceleration, Ss
(ASCE 7-05, Table 11.4-2)
Site Class
Mapped Spectral Acceleration at Short Periods
S1 < 0.1
S1 = 0.2
S1 = 0.3
S1 = 0.4
S1 > 0.5
A
0.8
0.8
0.8
0.8
0.8
B
1.0
1.0
1.0
1.0
1.0
C
1.7
1.6
1.5
1.4
1.3
D
2.4
2.0
1.8
1.6
1.5
E
3.5
3.2
2.8
2.4
2.4
F
*
*
*
*
*
Per code straight line interpolation may be used for values which fall in
between values indicated above
* - Indicates that site-specific geotechnical investigation and dynamic site
response analyses is required.
SMS = FaSS =
(ASCE 7-05, Eq. 11.4-1)
0.5553
SM1 = FvS1 =
(ASCE 7-05, Eq. 11.4-2)
0.273
SDS = 2/3(SMS) =
(ASCE 7-05, Eq. 11.4-3)
0.370
SD1 = 2/3(SM1) =
(ASCE 7-05, Eq. 11.4-4)
0.182
Seismic Design Category
Per ASCE 7-05, Tables 11.6-1 & 11.6-2
MCE Loadings -
C
Seismic Force Resisting Systems & corresponding R-values
Structural Wood Insulated Panel System
Analysis Procedure
Project: Pee Dee Visitors Contact Station
By SNG
(ASCE 7-05, Table 12.2-1)
2
Equivalent Lateral Force
Date
11/14/2014
Comm No: 214180
Sheet No:
19DC-4
DESIGN CALCULATIONS
Seismic Response Coefficient:
Cs = SDS/(R/Ie)
(ASCE 7-05, Equation 12.8-2)
Cs =
MCE Loadings:
Cs,min = 0.01
0.185
(ASCE 7-05, Equation 12.8-5)
Seismic Base Shear:
W as defined by ASCE 7-05, Section 12.7.2:
1
In areas used for storage a minimum of 25% of the floor live load.
2
Where provisions for partitions is required by the floor load design, the actual partition weight or a
minimum weight of 10 psf of floor area, whichever is greater.
3
Total operating weight of permanent equipment.
4
Where the flat roof snow load exceeds 30 psf, 20% of the uniform design snow load regardless of
actual roof slope
5
Weight of landscaping and other materials at roof gardens and similar areas.
Seismic Weight of Building (W):
Total W =
Base Shear:
V = CsW
50
kips
(ASCE 7-05, Eq. 12.8-1)
MCE Loadings:
V=
9.3
kips
Equivalent lateral force procedure permitted per ASCE 7-05, Table 12.6-1.
Structural Materials & Stresses
1. Concrete:
f'c =
4000 psi
Reinforcing Steel
ASTM A615, Grade 60 KSI
Welded Wire Fabric
ASTM A185
2. Structural Dimensional Lumber
Southern Yellow Pine, No. 2
3. Structural Glulam Lumber:
24F-V4 Douglas Fir
Project: Pee Dee Visitors Contact Station
By SNG
Date
11/14/2014
Comm No: 214180
Sheet No:
20DC-5
DESIGN CALCULATIONS
4. Structural Composite Lumber:
MicroLam LVL - 1 3/4" wide
Design Summary:
1. Foundations:
The building is supported on a series of shallow strip footings which are cast integrally with the slab on
grade, and comply with minimum bearing and frost depths indicated in the project geotechnical report.
2. Framing Systems:
The vertical framing system consists mainly of structural insulated panel system for the exterior walls, and
a dimensional lumber stud wall system for the interior bearing walls. The roof joist framing system is also a
structurally insulated panel system supported off of bearing walls or the glulam beams at exposed
conditions or engineered lumber at non-exposed conditions. The ceiling system is a series of dimensional
lumber joists supported off of interior and exterior bearing walls.
3. Lateral Systems:
The structural insulated panels based on their cladding requirements have adequate lateral capacity to
carry the applicable building forces. The lateral system will implement limited use of interior walls.
Project: Pee Dee Visitors Contact Station
By SNG
Date
11/14/2014
Comm No: 214180
Sheet No:
21DC-6
Wiley|Wilson
JOB TITLE
7000 Central Parkway, Ste 1475
Atlanta, GA 30328
678-320-1888
JOB NO.
CALCULATED BY
CHECKED BY
Pee Dee Visitors Contact Station
214180
SNG
WD
SHEET NO.
DATE
DATE
11/14/14
11/14/14
www.struware.com
CS12 Ver 2014.01.01
STRUCTURAL CALCULATIONS
FOR
Pee Dee Visitors Contact Station
Wadesboro, NC
22
Wiley|Wilson
JOB TITLE
7000 Central Parkway, Ste 1475
Atlanta, GA 30328
678-320-1888
Pee Dee Visitors Contact Station
214180
SNG
CHECKED BY WD
JOB NO.
SHEET NO.
CALCULATED BY
DATE
DATE
11/14/14
11/14/14
www.struware.com
Code Search
Code:
ASCE 7 - 05
Occupancy:
Occupancy Group =
B
Business
Occupancy Category & Importance Factors:
Occupancy Category =
II
Wind factor =
Snow factor =
Seismic factor =
1.00
1.00
1.00
Type of Construction:
Fire Rating:
Roof =
Floor =
2.0 hr
2.0 hr
Building Geometry:
Roof angle (θ)
Building length (L)
Least width
(B)
Mean Roof Ht (h)
Parapet ht above grd
Minimum parapet ht
4.00 / 12
63.0 ft
60.0 ft
10.5 ft
13.0 ft
0.0 ft
18.4 deg
Live Loads:
Roof
0 to 200 sf: 20 psf
200 to 600 sf: 24 - 0.02Area, but not less than 12 psf
over 600 sf: 12 psf
Floor:
Typical Floor
50 psf
Partitions
15 psf
Corridors above first floor
Lobbies & first floor corridors
80 psf
100 psf
Balconies (exterior) - same as occupancy 100 psf
23
Wiley|Wilson
JOB TITLE
7000 Central Parkway, Ste 1475
Atlanta, GA 30328
678-320-1888
Wind Loads :
214180
SNG
CHECKED BY WD
K1 =
0.000
x/Lh = 0.31
K2 =
0.792
z/Lh = 0.09
At Mean Roof Ht:
K3 =
1.000
Kzt = (1+K1K2K3)^2 =
1.00
Gust Effect Factor
11/14/14
11/14/14
Flexible structure if natural frequency < 1 Hz (T > 1 second).
However, if building h/B < 4 then probably rigid structure (rule of thumb).
10.5 ft
60.0 ft
15.0 ft
h/B = 0.18
G=
Rigid Structure
0.20
ē=
G=
DATE
Flat
80.0 ft
100.0 ft
0.80
0.50
160.0 ft
50.0 ft
downwind
H/Lh= 0.50
c=
gQ, gv =
Lz =
Q=
Iz =
DATE
Gable
Topographic Factor (Kzt)
Topography
Hill Height
(H)
Half Hill Length (Lh)
Actual H/Lh
=
Use H/Lh
=
Modified Lh
=
From top of crest: x =
Bldg up/down wind?
ℓ =
SHEET NO.
90 mph
1.00
II
C
Enclosed Building
+/-0.18
0.85
0.849
0.849
Type of roof
zmin =
JOB NO.
CALCULATED BY
ASCE 7 - 05
Basic Wind Speed
Importance Factor
Occupancy Category
Exposure Category
Enclosure Classif.
Internal pressure
Directionality (Kd)
Kh case 1
Kh case 2
h=
B=
/z (0.6h) =
Pee Dee Visitors Contact Station
500 ft
15 ft
0.20
3.4
427.1 ft
0.91
0.23
0.88 use G = 0.85
Rigid structure
0.85 Using rigid structure default
Flexible or Dynamically Sensitive Structure
Natural Frequency (η1) =
0.0 Hz
Damping ratio (β) =
/b =
0
0.65
/α =
Vz =
N1 =
Rn =
Rh =
RB =
RL =
gR =
R =
G =
0.15
76.0
0.00
0.000
28.282
28.282
28.282
0.000
0.000
0.000
η=
η=
η=
0.000
0.000
0.000
h=
10.5 ft
24
Wiley|Wilson
JOB TITLE
7000 Central Parkway, Ste 1475
Atlanta, GA 30328
678-320-1888
JOB NO.
CALCULATED BY
CHECKED BY
Pee Dee Visitors Contact Station
214180
SNG
WD
SHEET NO.
DATE
DATE
11/14/14
11/14/14
Wind Loads - MWFRS h≤60' (Low-rise Buildings) Enclosed/partially enclosed only
Kz = Kh (case 1) =
Base pressure (qh) =
GCpi =
0.85
15.0 psf
+/-0.18
Edge Strip (a) =
End Zone (2a) =
Zone 2 length =
4.2 ft
8.4 ft
26.3 ft
Wind Pressure Coefficients
Transverse Direction
Perpendicular θ = 18.4 deg
Surface
1
2
3
4
5
6
1E
2E
3E
4E
GCpf
0.52
-0.69
-0.47
-0.42
-0.45
-0.45
0.78
-1.07
-0.67
-0.62
w/-GCpi
w/+GCpi
0.70
-0.51
-0.29
-0.24
-0.27
-0.27
0.96
-0.89
-0.49
-0.44
0.34
-0.87
-0.65
-0.60
-0.63
-0.63
0.60
-1.25
-0.85
-0.80
Longitudinal Direction
Parallel θ = 0.0
GCpf
w/-Gcpi w/+GCpi
0.40
0.58
0.22
-0.69 -0.51
-0.87
-0.37 -0.19
-0.55
-0.29 -0.11
-0.47
-0.45 -0.27
-0.63
-0.45 -0.27
-0.63
0.61
0.79
0.43
-1.07 -0.89
-1.25
-0.53 -0.35
-0.71
-0.43 -0.25
-0.61
Nominal Wind Surface Pressures (psf)
1
2
3
4
5
6
1E
2E
3E
4E
10.4
-7.6
-4.3
-3.5
-4.0
-4.0
14.4
-13.3
-7.4
-6.6
5.0
-13.0
-9.7
-8.9
-9.4
-9.4
9.0
-18.7
-12.8
-11.9
8.7
-7.6
-2.8
-1.6
-4.0
-4.0
11.8
-13.3
-5.2
-3.7
3.3
-13.0
-8.2
-7.0
-9.4
-9.4
6.4
-18.7
-10.6
-9.1
Parapet
Windward parapet =
Leeward parapet =
22.4 psf
-15.0 psf
(GCpn = +1.5)
(GCpn = -1.0)
Windward roof
overhangs =
10.2 psf (upward) add to
windward roof pressure
Horizontal MWFRS Simple Diaphragm Pressures (psf)
Transverse direction (normal to L)
Interior Zone: Wall
13.9 psf
Roof
-3.3 psf **
End Zone: Wall
20.9 psf
Roof
-5.9 psf **
Longitudinal direction (parallel to L)
Interior Zone: Wall
10.3 psf
End Zone: Wall
15.6 psf
** NOTE: Total horiz force shall not be less than that determined
by neglecting roof forces (except for MWFRS moment frames).
25
Wiley|Wilson
7000 Central Parkway, Ste 1475
Atlanta, GA 30328
678-320-1888
JOB TITLE
JOB NO.
CALCULATED BY
CHECKED BY
Pee Dee Visitors Contact Station
214180
SNG
WD
SHEET NO.
DATE
DATE
Location of MWFRS Wind Pressure Zones
NOTE: Torsional loads are 25% of zones 1 - 6. See code for loading diagram.
ASCE 7 -99 and ASCE 7-10 (& later)
NOTE: Torsional loads are 25% of zones 1 - 4. See code for loading diagram.
ASCE 7 -02 and ASCE 7-05
26
11/14/14
11/14/14
Wiley|Wilson
JOB TITLE
7000 Central Parkway, Ste 1475
Atlanta, GA 30328
678-320-1888
JOB NO.
CALCULATED BY
CHECKED BY
Pee Dee Visitors Contact Station
214180
SNG
WD
SHEET NO.
DATE
DATE
11/14/14
11/14/14
Nominal Wind Pressures
Wind Loads - Components & Cladding : h <= 60'
Kh (case 1) =
0.85
Base pressure (qh) =
15.0 psf
Minimum parapet ht =
0.0 ft
Roof Angle (θ) =
18.4 deg
Type of roof = Gable
Roof
Area
Negative Zone 1
Negative Zone 2
Negative Zone 3
Positive All Zones
Overhang Zone 2
Overhang Zone 3
10 sf
-1.08
-1.88
-2.78
0.68
h=
a=
GCpi =
GCp +/- GCpi
50 sf
100 sf
-1.01
-0.98
-1.53
-1.38
-2.36
-2.18
0.54
0.48
10.5 ft
4.2 ft
+/-0.18
Surface Pressure (psf)
10 sf
50 sf
100 sf
-16.2
-15.1
-14.7
-28.1
-22.9
-20.6
-41.6
-35.3
-32.6
10.2
10.0
10.0
User input
75 sf
500 sf
-14.8
-14.7
-21.6
-20.6
-33.7
-32.6
10.0
10.0
-2.20
-2.20
-2.20
-32.9
-32.9
-32.9
-32.9
-32.9
-3.70
-2.86
-2.50
-55.4
-42.8
-37.4
-39.6
-37.4
Overhang pressures in the table above assume an internal pressure coefficient (Gcpi) of 0.0
Parapet
qp =
15.0 psf
CASE A = pressure towards building (pos)
CASE B = pressure away from bldg (neg)
Walls
Area
Negative Zone 4
Negative Zone 5
Positive Zone 4 & 5
10 sf
-1.28
-1.58
1.18
Solid Parapet Pressure
CASE A : Interior zone:
Corner zone:
CASE B : Interior zone:
Corner zone:
GCp +/- GCpi
100 sf
500 sf
-1.10
-0.98
-1.23
-0.98
1.00
0.88
Surface Pressure (psf)
10 sf
100 sf
500 sf
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Surface Pressure (psf)
10 sf
100 sf
500 sf
-19.2
-16.5
-14.7
-23.6
-18.4
-14.7
17.7
15.0
13.2
User input
40 sf
0.0
0.0
0.0
0.0
User input
50 sf
200 sf
-17.3
-15.7
-19.9
-16.8
15.8
14.2
27
Wiley|Wilson
JOB TITLE
7000 Central Parkway, Ste 1475
Atlanta, GA 30328
678-320-1888
JOB NO.
CALCULATED BY
CHECKED BY
Pee Dee Visitors Contact Station
214180
SNG
WD
SHEET NO.
DATE
DATE
11/14/14
11/14/14
Nominal Wind Pressures
Location of C&C Wind Pressure Zones
Roofs w/ θ ≤ 10°
and all walls
h > 60'
Monoslope roofs
10° < θ ≤ 30°
h ≤ 60' & alt design h<90'
Walls h ≤ 60'
& alt design h<90'
Multispan Gable &
Gable 7° < θ ≤ 45°
Gable, Sawtooth and
Multispan Gable θ ≤ 7 degrees &
Monoslope ≤ 3 degrees
h ≤ 60' & alt design h<90'
Monoslope roofs
3° < θ ≤ 10°
h ≤ 60' & alt design h<90'
Hip 7° < θ ≤ 27°
Sawtooth 10° < θ ≤ 45°
h ≤ 60' & alt design h<90'
Stepped roofs θ ≤ 3°
h ≤ 60' & alt design h<90'
28
Design Maps Summary Report
1 of 1
http://ehp3-earthquake.wr.usgs.gov/designmaps/us/summary.php?templa...
Design Maps Summary Report
User–Specified Input
Report Title Pee Dee Visitor Contact Station
Tue November 4, 2014 19:42:50 UTC
Building Code Reference Document 2006/2009 International Building Code
(which utilizes USGS hazard data available in 2002)
Site Coordinates 34.96821°N, 80.07673°W
Site Soil Classification Site Class D – “Stiff Soil”
Occupancy Category I/II/III
USGS–Provided Output
SS =
0.369 g
SMS =
0.555 g
SDS =
0.370 g
S1 =
0.117 g
SM1 =
0.274 g
SD1 =
0.182 g
Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of
the data contained therein. This tool is not a substitute for technical subject-matter knowledge.
29
11/4/2014 2:42 PM
CSI 06 12 16
Listing Report:
PRODUCT:
DIVISION:
SECTION:
TPS082604-13
Structural Insulated Panels (SIPs)
Wood and Plastics (06)
Structural Panels (06 12 16)
Report Holder
Thermocore Panel Systems, Inc.
1801 Hancel Parkway
Mooresville, Indiana 46158
Manufacturing Locations
Thermocore Panel Systems, Inc. (NTA Plant #500)
1801 Hancel Parkway
Mooresville, Indiana 46158
Thermocore of Missouri (NTA Plant #501)
8805 Stoney Gap Road
Jefferson City, Missouri 65101
1. SUBJECT
1.1. Thermocore Building Panels. Wall and Roof Panels 8
ft to 24 ft long, 4 in. to 8-1/4 in. thick.
2. SCOPE
NTA, Inc. has evaluated the above product(s) for compliance
with the applicable sections of the following codes:
2.1. 2006, 2009, 2012 International Building Code (IBC)
2.2. 2006, 2009, 2012 International Residential Code (IRC)
NTA, Inc. has evaluated the above product(s) in accordance
with:
2.3. NTA IM 014 Structural Insulated Panel Evaluation
2.4. NTA IM 036 Quality System Requirements
NTA, Inc. has evaluated the following properties of the above
product(s):
2.5. Structural performance under axial, transverse and inplane shear loads.
To obtain the most current NTA Listing Report visit
www.ntainc.com/product-certification
3. USES
3.1. General. Thermocore Building Panels are used as
structural insulated wall and roof panels.
3.2. Construction Types. Thermocore Building Panels shall
be considered combustible building elements when
assessing construction type in accordance with 2012 IBC
(IM 014 NACU1)
Chapter 6.
3.3. Fire Resistive Assemblies. Thermocore Building Panels
shall not be used as part of a fire-rated assembly unless
suitable evidence and details are submitted and approved
(IM 014 ACU14)
by the authority having jurisdiction.
4. DESCRIPTION
4.1. General. Thermocore Building Panels are factoryassembled, engineered-wood-faced, structural insulated
panels (SIPs) with polyurethane foam plastic core. The
panels are intended for use as load-bearing or non-load
bearing wall and roof components. Panels are available in
4 in., 6-1/2 in. and 8-1/4 in. overall thicknesses. The
panels are custom made to the specifications for each use
and are assembled under factory-controlled conditions.
The maximum panel size is 8 ft wide and up to 24 ft in
length.
4.2. Materials.
4.2.1. Facing. The facing consists of two single-ply oriented
strand board (OSB) facings a minimum of 7/16 in. thick
complying with DOC PS 2, Exposure 1, Rated Sheathing
with a span index of 24/16 and 2012 IRC Table 613.3.2.
Panels shall be manufactured with the facing strength axis
(IM 014 ACU4)
oriented parallel to the direction of SIP bending.
4.2.2. Core. The polyurethane core material is minimum 2.2
pcf density which is foamed in place and self adhering to
the facing. The foam plastic core has a self-ignition
temperature of 650 °F or greater when tested in
accordance with ASTM D1929. The foam core has a
flame spread rating not exceeding 75 and a smokedeveloped rating not exceeding 450 in compliance with
2012 IBC Section 2603.3 Exception 4.
4.3. Material Sources. The facing and core materials used in
the construction of Thermocore Building Panels shall be
composed only of materials from approved sources as
identified in the in-plant quality system documentation.
This listing report is intended to indicate that NTA Inc. has evaluated product described and has found it to be eligible for labeling. Product not labeled as specified
herein is not covered by this report. NTA Inc. makes no warranty, either expressed or implied, regarding the product covered by this report.
NTA, INC. • 305 NORTH OAKLAND AVENUE • P.O. BOX 490 • NAPPANEE, INDIANA 46550
WEB: HTTP://WWW.NTAINC.COM
TPS082604-13 Listing Report 2014-06-17
NTA FORM ISQA 3.2n Listing Report Template 2014-05-21
PHONE: 574-773-7975
FAX: 574-773-2260
Re-Issued Date: 06/17/2014
This report is subject to annual renewal.
Page 1 of 6
30
CSI 06 12 16
Listing Report:
TPS082604-13
5. DESIGN
5.1. Overall Structural System. The scope of this report is
limited to the evaluation of the SIP component. Panel
connections and other details related to incorporation of
the panel into the overall structural system of a building
(IM 014 NACU3)
are beyond the scope of this report.
5.6. Eccentric and Side Loads. Axial loads shall be applied
concentrically to the top of the panel. Loads shall not be
applied eccentrically or through framing attached to one
side of the panel (such as balloon framing) except where
(IM 014
additional engineering documentation is provided.
5.2. Design Approval. Where required by the authority
having jurisdiction, structures using Thermocore Building
Panels shall be designed by a registered design
professional.
Construction
documents,
including
engineering calculations and drawings providing floor
plans, window details, door details, and connector details,
shall be submitted to the code official when application is
made for a permit. The individual preparing such
documents shall possess the necessary qualifications as
required by the applicable code and the professional
registration laws of the state where the construction is
undertaken. Approved construction documents shall be
(IM
available at all times on the jobsite during installation.
5.7. Openings. Openings in panels shall be reinforced with
wood or steel designed in accordance with accepted
engineering practice to resist all loads applied to the
opening as required by the adopted code. Details for door
and window openings shall be provided to clarify the
manner of supporting axial, transverse and/or racking
shear loads at openings. Such details shall be shown on
approved design documents and subject to approval by
(IM 014 ACU8)
the local authority having jurisdiction.
Unreinforced openings may exist where the spans,
uniform loads and deflection limits provided in Table 3
meet or exceed the design requirements.
014 NACU4)
5.3. Design Loads. Design loads to be resisted by the SIPs
shall be as required under the applicable code. Loadings
on the panels shall not exceed the loads noted in this
report. Where loading conditions result in several modes
of superimposed stressing, the sum of the ratio of actual
loads over allowable loads shall not exceed one.
Calculations demonstrating that the loads applied are less
than the allowable loads described in this report shall be
(IM 014 NACU5)
submitted to the code official for approval.
5.4. Allowable Loads. Allowable axial, transverse, and inplane shear loads are noted in Tables 1 through 4.
(IM 014 ACU2)
Maximum and minimum panel heights, spans
(IM 014 ACU3)
and thicknesses
are limited as provided in
Tables 1 through 4. Unless otherwise noted, all allowable
loads apply to panels joined with surface or block splines.
For loading conditions not specifically addressed herein,
the specific condition shall be supported by members
designed in accordance with accepted engineering
practice to meet applicable code requirements.
5.5. Concentrated Loads. Axial loads shall be applied to the
panel through repetitive members spaced at regular
intervals of 24 in. on center or less. Such members shall
be fastened to a rim board or similar member to distribute
the load along the top of the panel. For other loading
conditions, such as concentrated loads, reinforcement
shall be provided. This reinforcement shall be designed in
(IM 014
accordance with accepted engineering practice.
ACU12)
ACU13)
5.8. In-Plane Shear Design. Shear walls shall be sized to
resist all code required wind and seismic loads without
exceeding the allowable loads provided in Table 4. The
(IM 014
maximum panel height-to-width ratio shall be 2:1.
ACU17)
5.9. Seismic Design. Use of panels as shear walls (racking
shear) is limited to structures in Seismic Design
Categories A, B and C. Where panels are used to resist
seismic forces the following factors shall be used for
design: Response Modification Coefficient, R = 2.0;
System Overstrength Factor, Ω0 = 2.5; Deflection
(IM 014 ACU16)
Amplification Factor, Cd = 2.0.
6. INSTALLATION
6.1. General. Thermocore Building Panels shall be fabricated,
identified and installed in accordance with this report, the
approved construction documents and the applicable
code. In the event of a conflict between the manufacturer’s
published installation instructions and this report, this
report shall govern. Approved construction documents
shall be available at all times on the jobsite during
(IM 014 NACU7)
installation.
6.2. Splines. Thermocore Building Panels are connected to
each other at the panel edges through the use of a
tongue-and-groove spline arrangement. The connection is
secured in place by the field application of 7/16 in. x 1-1/2
in. x 16 gauge staples at 4 in. on-center or an approved
equivalent fastener.
This listing report is intended to indicate that NTA Inc. has evaluated product described and has found it to be eligible for labeling. Product not labeled as specified
herein is not covered by this report. NTA Inc. makes no warranty, either expressed or implied, regarding the product covered by this report.
NTA, INC. • 305 NORTH OAKLAND AVENUE • P.O. BOX 490 • NAPPANEE, INDIANA 46550
WEB: HTTP://WWW.NTAINC.COM
TPS082604-13 Listing Report 2014-06-17
NTA FORM ISQA 3.2n Listing Report Template 2014-05-21
PHONE: 574-773-7975
FAX: 574-773-2260
Re-Issued Date: 06/17/2014
This report is subject to annual renewal.
Page 2 of 6
31
CSI 06 12 16
Listing Report:
6.3. Plates. The top and bottom plates of the panels shall be
dimensional or engineered lumber sized to match the core
thickness of the panel. The plates shall be secured in
place using 7/16 in. x 1-1/2 in. x 16 gauge staples at 4 in.
on-center or an approved equivalent fastener.
6.4. Cutting and Notching. No field cutting or routing of the
panels shall be permitted except as shown on approved
(IM 014 NACU6)
drawings.
6.5. Protection from Decay. Panels that rest on exterior
foundation walls shall not be located within 8 in. from
exposed earth. Panels supported by concrete or masonry
that is in direct contact with earth shall be protected from
(IM 014 ACU6)
the concrete or masonry by a moisture barrier.
6.6. Protection from Termites. In areas subject to damage
from termites, panels shall be protected from termites
using an approved method. Panels shall not be installed
(IM 014 ACU7, ACU22)
below grade or in contact with earth.
6.7. Heat-Producing Fixtures. Heat-producing fixtures shall
not be installed in panels unless protected by a method
approved by the code official or documented in test
reports. This limitation shall not be interpreted to prohibit
(IM 014
heat-producing elements with suitable protection.
NACU9)
6.8. Plumbing Installation. Plumbing and waste lines may
extend at right angles through the wall panels but are not
permitted vertically within the core. Lines shall not
interrupt splines or panel plates unless approved by the
(IM 014 NACU2)
local authority having jurisdiction.
6.9. Voids and Holes
6.9.1. Voids in Core. Voids may be provided in the panel core
during fabrication at predetermined locations only. Voids
shall be limited to a single 1 in. maximum hole running
parallel to the panel span. Voids shall be spaced a
minimum of 4 ft. on center, measured perpendicular to the
panel span.
Two 1/2 in. diameter holes may be
substituted for the single 1 in. hole provided they are
(IM 014
maintained parallel and within 2 in. of each other.
TPS082604-13
6.10. Panel Cladding
6.10.1. Roof Covering. The roof covering shall comply with
the applicable codes. Underlayment and flashing shall be
installed in accordance with the applicable codes. All
roofing materials must be installed in accordance with the
manufacturer’s installation instructions. Roofs with hotasphalt or hot-coal tar pitch are prohibited.
6.10.2. Exterior Wall Covering. Panels shall be covered on
the exterior by a water-resistive barrier as required by the
applicable code. The water-resistive barrier shall be
attached with flashing in such a manner as to provide a
continuous water-resistive barrier behind the exterior wall
(IM 014 ACU9)
veneer.
The exterior facing of the SIP wall shall
be covered with weather protection as required by the
(IM 014
adopted building code or other approved materials.
ACU10)
6.11.
Interior Wall Covering. The SIP panel foam plastic
core shall be separated from the interior of the building by
an approved thermal barrier of ½ in. gypsum wallboard or
equivalent thermal barrier where required by 2012 IBC
2603.
7. CONDITIONS OF USE
7.1. Thermocore Building Panels as described in this report
comply with the codes listed in Section 2 above, subject to
the following conditions:
7.1.1. Installation complies with this report and the approved
construction documents.
7.1.2. This report applies only to the panel thicknesses
(IM 014 ACU3)
specifically listed herein.
7.1.3. In use panel heights/spans shall not exceed the values
listed herein. Extrapolation beyond the values listed herein
(IM 014 ACU2)
is not permitted.
7.1.4. The panels are manufactured in the production facilities
(IM 014 NACU8)
noted in this report.
ACU11)
6.9.2. Holes in Panels. Holes may be placed in panels during
fabrication at predetermined locations only. Holes shall be
limited to 4 in. x 4 in. square. The minimum distance
between holes shall not be less than 4 ft. on center
measured perpendicular to the panel span and 24 in. on
center measured parallel to the panel span. Not more
than three holes shall be provided in a single line of holes
parallel to the panel span. The holes may intersect voids
(IM 014 ACU15)
permitted elsewhere in this report.
This listing report is intended to indicate that NTA Inc. has evaluated product described and has found it to be eligible for labeling. Product not labeled as specified
herein is not covered by this report. NTA Inc. makes no warranty, either expressed or implied, regarding the product covered by this report.
NTA, INC. • 305 NORTH OAKLAND AVENUE • P.O. BOX 490 • NAPPANEE, INDIANA 46550
WEB: HTTP://WWW.NTAINC.COM
TPS082604-13 Listing Report 2014-06-17
NTA FORM ISQA 3.2n Listing Report Template 2014-05-21
PHONE: 574-773-7975
FAX: 574-773-2260
Re-Issued Date: 06/17/2014
This report is subject to annual renewal.
Page 3 of 6
32
CSI 06 12 16
Listing Report:
8. EVIDENCE SUBMITTED
NTA, Inc. has examined the following evidence to evaluate this
product:
8.1. Review of plant quality assurance manual in accordance
with NTA IM 036.
8.2. Plant certification inspection of manufacturer’s production
facilities, test procedures, frequency and quality control
sampling methods, test equipment and equipment
calibration procedures, test records, dates and causes of
failures when applicable in accordance with NTA IM 036.
8.3. Qualification test data in accordance with NTA IM 014
Standard Evaluation Plan 01 (IM 014 SEP 01)
8.4. Periodic quality assurance audits of the production
facilities.
8.5. Periodic verification testing in accordance with NTA, Inc.
NTA IM 014.
Evaluation evidence and data are on file with NTA, Inc. NTA,
Inc.is accredited by the International Accreditation Service
(IAS) as follows:
ISO17020 Inspection Agency (AA-682)
ISO17025 Testing Laboratory (TL-259)
ISO Guide 65 Product Certification Agency (PCA-102)
TPS082604-13
9. FINDINGS
All products referenced herein are manufactured under an
in-plant Quality Assurance program to insure that the
production quality meets or exceeds the requirements of
the codes noted herein and the criteria as established by
NTA, Inc. Furthermore, product must comply with the
conditions of this report.
This report is subject to annual renewal.
10. IDENTIFICATION
Each eligible product shall be permanently marked to provide
the following information:
10.1.
The NTA, Inc. listing mark, shown below;
10.2.
NTA’s Listing No. TPS082604-13
10.3.
In-plant quality assurance stamp;
10.4.
Identifier for production facility;
10.5.
Project or batch number.
The scope of accreditation related to testing, inspection or
product certification pertain only to the test methods and/or
standard referenced therein. Design parameters and the
application of building code requirements, such as special
inspection, have not been reviewed by IAS and are not
covered in the accreditation. Product evaluations are
performed under the direct supervision of Professional
Engineers licensed in all jurisdictions within the United States
as required by the building code and state engineering board
rules.
.
This listing report is intended to indicate that NTA Inc. has evaluated product described and has found it to be eligible for labeling. Product not labeled as specified
herein is not covered by this report. NTA Inc. makes no warranty, either expressed or implied, regarding the product covered by this report.
NTA, INC. • 305 NORTH OAKLAND AVENUE • P.O. BOX 490 • NAPPANEE, INDIANA 46550
WEB: HTTP://WWW.NTAINC.COM
TPS082604-13 Listing Report 2014-06-17
NTA FORM ISQA 3.2n Listing Report Template 2014-05-21
PHONE: 574-773-7975
FAX: 574-773-2260
Re-Issued Date: 06/17/2014
This report is subject to annual renewal.
Page 4 of 6
33
CSI 06 12 16
Listing Report:
TPS082604-13
1, 3
1
Panel
Length
(ft)
8
10
12
14
16
18
19.5
22
24
Table 1: Allowable Uniform Transverse Loads
4 in. Thick SIP
6-1/2 in. Thick SIP
8-1/4 in. Thick SIP
2
2
2
Deflection Limit
Deflection Limit
Deflection Limit
L/180
L/240
L/360
L/180
L/240
L/360
L/180
L/240
L/360
57.9
43.6
29.2
93.5
87.4
57.1
113.0
113.0
81.0
55.8
42.0
28.2
85.5
84.3
55.1
107.2
107.2
79.7
51.9
39.1
26.2
75.7
75.7
51.4
100.1
100.1
77.4
45.6
34.3
23.0
64.1
64.1
45.3
91.7
91.7
73.6
35.9
27.0
18.1
50.7
50.7
36.0
82.0
82.0
67.7
21.8
16.4
10.9
35.5
33.9
22.4
71.1
71.1
59.2
7.6
5.7
3.8
16.3
12.8
8.8
58.8
58.8
47.3
------45.3
45.3
31.2
------20.4
15.0
10.1
Table values assume a simply supported panel with 1.5 in. of continuous bearing on facing at supports (Cv = 1.0) with solid wood
plates at bearing locations. Values do not include the dead weight of the panel. For wall panel capacities (4 in. and 6-1/2 in. thickness
panels only) utilizing a zero bearing configuration (Figure 1), the allowable load shall be determined using Cv = 0.66.
2
Deflection limit shall be selected by building designer based on the serviceability requirements of the structure and the requirements
of adopted building code. Values are based on loads of short duration only and do not consider effects of creep.
3
Permanent loads, such as dead load, shall not exceed 0.50 times the tabulated load.
1, 2, 3, 4
1
Panel
Length
(ft)
8
10
12
14
16
18
19.5
5
2693
2693
2523
2315
1747
1321
747
Table 2: Allowable Combined Axial and Transverse Loads
4 in. Thick SIP
6-1/2 in. Thick SIP
Uniform Transverse Load (psf)
10
20
30
40
50
5
10
20
30
Allowable Axial Load (plf)
2693
2661
2196
1730
1265
4505
4505
4505
4505
2693
2459
2007
1555
1103
4505
4505
4505
4268
2523
2195
1749
1304
858
4345
4345
4345
3887
2305
1851
1398
944
491
4149
4149
4002
3390
1543
1136
728
321
-3919
3806
3145
2485
1046
498
---3350
3262
2389
1517
23
----3091
2165
313
--
40
50
4079
3760
3339
2778
1824
644
--
3597
3251
2790
2167
1163
---
Allowable axial tension loads shall not exceed the allowable compression loads above. Loads may be interpolated to determine the
allowable load under transverse loads or spans bounded by those provided. Deflections due to transverse loads are limited to L/180.
All values are for normal duration and may not be increased for other durations. For applications requiring eccentric loads or loads
applied to the face of the panel, contact the manufacturer for design assistance.
2
Permanent loads, such as dead load, shall not exceed 0.50 times the tabulated load.
3
Axial loads shall be applied concentrically to the top of the panel through repetitive members spaced not more than 24 inches on
center. Such members shall be fastened to a rim board or similar member to distribute the load along the top of the SIP.
4
The ends of both facings must bear on the supporting foundation or structure to achieve the tabulated axial loads.
This listing report is intended to indicate that NTA Inc. has evaluated product described and has found it to be eligible for labeling. Product not labeled as specified
herein is not covered by this report. NTA Inc. makes no warranty, either expressed or implied, regarding the product covered by this report.
NTA, INC. • 305 NORTH OAKLAND AVENUE • P.O. BOX 490 • NAPPANEE, INDIANA 46550
WEB: HTTP://WWW.NTAINC.COM
TPS082604-13 Listing Report 2014-06-17
NTA FORM ISQA 3.2n Listing Report Template 2014-05-21
PHONE: 574-773-7975
FAX: 574-773-2260
Re-Issued Date: 06/17/2014
This report is subject to annual renewal.
Page 5 of 6
34
CSI 06 12 16
Listing Report:
TPS082604-13
1,2
1
Span
(ft)
4.0
4.5
5.0
5.5
6.0
6.5
7.0
7.5
4
Table 3: Allowable Header Loads (Dead + Live)
3
4 in. Thick SIPs – 12 in. Depth Header
Deflection Limit
L/240
L/360
L/180
Uniform Header Loads (plf)
1354
1268
1354
1262
1262
1229
1158
1158
1158
1044
1044
1044
919
919
919
784
784
784
673
673
637
479
479
479
Vertical loads only. Lateral loads on header and opening shall be resisted by
engineered framing provided around opening. Jack/jamb studs shall be provided on
each side of each opening to transfer loads into the supporting structure.
2
Permanent loads, such as dead load, shall not exceed 0.50 times the tabulated
value.
3
Typical panel with single top and bottom plate installed at header location.
4
For longer spans, engineered header members and support columns shall be built
into the panel as determined by the designer of record.
1
Table 4: Allowable In-Plane Shear Strength (Pounds per Foot)
1,3
for SIP Shear Walls (Wind and Seismic Loads in Seismic Design Categories A, B and C)
Nominal
2,4
Shear
Min. SIP
Minimum Facing Connections
Strength
Spline
Thickness
3
2
2
3
Type
(plf)
(in.)
Plate
Spline
Chord
Block or
7/16” x 1-1/2” x
0.131”x 3” nails,
0.131”x 3” nails,
16 Ga. staples
4
Surface
237
6 in. oc
6 in. oc
4 in. oc
Spline
Maximum shear wall dimension ratio 2:1 (height:width) for resisting wind or seismic loads.
Chords, hold downs and connection to other structural elements must be designed by a registered design professional
in accordance with accepted engineering practice.
3
Spline type at interior panel-to-panel joints only. Solid chord members are required at each end of each shear wall
segment.
4
Required connections must be made on each side of the panel. Dimensional or engineered lumber shall have an
equivalent specific gravity of 0.42 or greater.
2
Figure 1: Zero Bearing Support
This listing report is intended to indicate that NTA Inc. has evaluated product described and has found it to be eligible for labeling. Product not labeled as specified
herein is not covered by this report. NTA Inc. makes no warranty, either expressed or implied, regarding the product covered by this report.
NTA, INC. • 305 NORTH OAKLAND AVENUE • P.O. BOX 490 • NAPPANEE, INDIANA 46550
WEB: HTTP://WWW.NTAINC.COM
TPS082604-13 Listing Report 2014-06-17
NTA FORM ISQA 3.2n Listing Report Template 2014-05-21
PHONE: 574-773-7975
FAX: 574-773-2260
Re-Issued Date: 06/17/2014
This report is subject to annual renewal.
Page 6 of 6
35
MEMBER REPORT
PASSED
Level, Ceiling Joist - 10 ft
1 piece(s) 2 x 8 Southern Pine No. 2 @ 16" OC
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
Design Results
LDF
Load: Combination (Pattern)
System : Floor
Member Type : Joist
Allowed
242 @ 2 1/2"
1907 (2.25")
Passed (13%)
Shear (lbs)
205 @ 10 3/4"
1269
Passed (16%)
1.00 1.0 D + 1.0 L (All Spans)
Building Use : Residential
Moment (Ft-lbs)
603 @ 5' 3 1/2"
1013
Passed (60%)
1.00 1.0 D + 1.0 L (All Spans)
Building Code : IBC
Live Load Defl. (in)
0.120 @ 5' 3 1/2"
0.254
Passed (L/999+)
--
1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)
0.168 @ 5' 3 1/2"
0.508
Passed (L/725)
--
1.0 D + 1.0 L (All Spans)
N/A
N/A
--
--
--
TJ-Pro™ Rating
Result
1.0 D + 1.0 L (All Spans)
Actual @ Location
Member Reaction (lbs)
--
Design Methodology : ASD
• Deflection criteria: LL (L/480) and TL (L/240).
• Bracing (Lu): All compression edges (top and bottom) must be braced at 10' 4 1/2" o/c unless detailed otherwise. Proper attachment and positioning of lateral
bracing is required to achieve member stability.
• Applicable calculations are based on NDS 2005 methodology.
• No composite action between deck and joist was considered in analysis.
Bearing Length
Loads to Supports (lbs)
Supports
Total
Available
Required
Dead
Floor
Live
Total
1 - Stud wall - SYP
3.50"
2.25"
1.50"
71
176
247
1 1/4" Rim Board
2 - Stud wall - SYP
3.50"
2.25"
1.50"
71
176
247
1 1/4" Rim Board
Accessories
• Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed.
Loads
Location
Spacing
Dead
(0.90)
Floor Live
(1.00)
1 - Uniform (PSF)
0 to 10' 7"
16"
10.0
25.0
Comments
Residential - Living
Areas
Weyerhaeuser Notes
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details.
(www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to
circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to
assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable
forestry standards.
The product application, input design loads, dimensions and support information have been provided by Forte Software Operator
Forte Software Operator
Stacy Gerhardt
Wiley|Wilson
(678) 320-1878
sgerhardt@wileywilson.com
Job Notes
11/14/2014 11:50:06 AM
Forte v4.6, Design Engine: V6.1.1.5
Pee Dee Visitors.4te
Page 1 of 1
36
MEMBER REPORT
PASSED
Level, Ceiling Joist - 15 ft
1 piece(s) 2 x 10 Southern Pine No. 2 @ 16" OC
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
Design Results
LDF
Load: Combination (Pattern)
System : Floor
Member Type : Joist
Allowed
364 @ 2 1/2"
2966 (3.50")
Passed (12%)
Shear (lbs)
314 @ 1' 3/4"
1619
Passed (19%)
1.00 1.0 D + 1.0 L (All Spans)
Building Use : Residential
Moment (Ft-lbs)
1342 @ 7' 9 1/2"
1426
Passed (94%)
1.00 1.0 D + 1.0 L (All Spans)
Building Code : IBC
Live Load Defl. (in)
0.287 @ 7' 9 1/2"
0.506
Passed (L/635)
--
1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)
0.401 @ 7' 9 1/2"
0.758
Passed (L/454)
--
1.0 D + 1.0 L (All Spans)
N/A
N/A
--
--
--
TJ-Pro™ Rating
Result
1.0 D + 1.0 L (All Spans)
Actual @ Location
Member Reaction (lbs)
--
Design Methodology : ASD
• Deflection criteria: LL (L/360) and TL (L/240).
• Bracing (Lu): All compression edges (top and bottom) must be braced at 4' 5 9/16" o/c unless detailed otherwise. Proper attachment and positioning of lateral
bracing is required to achieve member stability.
• Applicable calculations are based on NDS 2005 methodology.
• No composite action between deck and joist was considered in analysis.
Bearing Length
Loads to Supports (lbs)
Supports
Total
Available
Required
Dead
Floor
Live
Total
1 - Stud wall - SYP
3.50"
3.50"
1.50"
104
260
364
Blocking
2 - Stud wall - SYP
3.50"
3.50"
1.50"
104
260
364
Blocking
Accessories
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Loads
Location
Spacing
Dead
(0.90)
Floor Live
(1.00)
1 - Uniform (PSF)
0 to 15' 7"
16"
10.0
25.0
Comments
Residential - Living
Areas
Weyerhaeuser Notes
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details.
(www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to
circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to
assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable
forestry standards.
The product application, input design loads, dimensions and support information have been provided by Forte Software Operator
Forte Software Operator
Stacy Gerhardt
Wiley|Wilson
(678) 320-1878
sgerhardt@wileywilson.com
Job Notes
11/14/2014 11:50:33 AM
Forte v4.6, Design Engine: V6.1.1.5
Pee Dee Visitors.4te
Page 1 of 1
37
MEMBER REPORT
PASSED
Level, Ceiling Joist - 6 ft
1 piece(s) 2 x 8 Southern Pine No. 2 @ 24" OC
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
Design Results
LDF
Load: Combination (Pattern)
System : Floor
Member Type : Joist
Allowed
223 @ 2 1/2"
1907 (2.25")
Passed (12%)
Shear (lbs)
168 @ 10 3/4"
1269
Passed (13%)
1.00 1.0 D + 1.0 L (All Spans)
Building Use : Residential
Moment (Ft-lbs)
333 @ 3' 3 1/2"
1013
Passed (33%)
1.00 1.0 D + 1.0 L (All Spans)
Building Code : IBC
Live Load Defl. (in)
0.024 @ 3' 3 1/2"
0.154
Passed (L/999+)
--
1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)
0.034 @ 3' 3 1/2"
0.308
Passed (L/999+)
--
1.0 D + 1.0 L (All Spans)
N/A
N/A
--
--
--
TJ-Pro™ Rating
Result
1.0 D + 1.0 L (All Spans)
Actual @ Location
Member Reaction (lbs)
--
Design Methodology : ASD
• Deflection criteria: LL (L/480) and TL (L/240).
• Bracing (Lu): All compression edges (top and bottom) must be braced at 6' 4 1/2" o/c unless detailed otherwise. Proper attachment and positioning of lateral
bracing is required to achieve member stability.
• Applicable calculations are based on NDS 2005 methodology.
• No composite action between deck and joist was considered in analysis.
Bearing Length
Loads to Supports (lbs)
Supports
Total
Available
Required
Dead
Floor
Live
Total
1 - Stud wall - SYP
3.50"
2.25"
1.50"
66
165
231
1 1/4" Rim Board
2 - Stud wall - SYP
3.50"
2.25"
1.50"
66
165
231
1 1/4" Rim Board
Accessories
• Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed.
Loads
Location
Spacing
Dead
(0.90)
Floor Live
(1.00)
1 - Uniform (PSF)
0 to 6' 7"
24"
10.0
25.0
Comments
Residential - Living
Areas
Weyerhaeuser Notes
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details.
(www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to
circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to
assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable
forestry standards.
The product application, input design loads, dimensions and support information have been provided by Forte Software Operator
Forte Software Operator
Stacy Gerhardt
Wiley|Wilson
(678) 320-1878
sgerhardt@wileywilson.com
Job Notes
11/14/2014 11:51:02 AM
Forte v4.6, Design Engine: V6.1.1.5
Pee Dee Visitors.4te
Page 1 of 1
38
MEMBER REPORT
PASSED
Level, Ceiling Joist - 9 ft
1 piece(s) 2 x 8 Southern Pine No. 2 @ 16" OC
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
Design Results
LDF
Load: Combination (Pattern)
System : Floor
Member Type : Joist
Allowed
219 @ 2 1/2"
1907 (2.25")
Passed (11%)
Shear (lbs)
182 @ 10 3/4"
1269
Passed (14%)
1.00 1.0 D + 1.0 L (All Spans)
Building Use : Residential
Moment (Ft-lbs)
490 @ 4' 9 1/2"
1013
Passed (48%)
1.00 1.0 D + 1.0 L (All Spans)
Building Code : IBC
Live Load Defl. (in)
0.079 @ 4' 9 1/2"
0.229
Passed (L/999+)
--
1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)
0.111 @ 4' 9 1/2"
0.458
Passed (L/989)
--
1.0 D + 1.0 L (All Spans)
N/A
N/A
--
--
--
TJ-Pro™ Rating
Result
1.0 D + 1.0 L (All Spans)
Actual @ Location
Member Reaction (lbs)
--
Design Methodology : ASD
• Deflection criteria: LL (L/480) and TL (L/240).
• Bracing (Lu): All compression edges (top and bottom) must be braced at 9' 4 1/2" o/c unless detailed otherwise. Proper attachment and positioning of lateral
bracing is required to achieve member stability.
• Applicable calculations are based on NDS 2005 methodology.
• No composite action between deck and joist was considered in analysis.
Bearing Length
Loads to Supports (lbs)
Supports
Total
Available
Required
Dead
Floor
Live
Total
1 - Stud wall - SYP
3.50"
2.25"
1.50"
64
160
224
1 1/4" Rim Board
2 - Stud wall - SYP
3.50"
2.25"
1.50"
64
160
224
1 1/4" Rim Board
Accessories
• Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed.
Loads
Location
Spacing
Dead
(0.90)
Floor Live
(1.00)
1 - Uniform (PSF)
0 to 9' 7"
16"
10.0
25.0
Comments
Residential - Living
Areas
Weyerhaeuser Notes
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details.
(www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to
circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to
assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable
forestry standards.
The product application, input design loads, dimensions and support information have been provided by Forte Software Operator
Forte Software Operator
Stacy Gerhardt
Wiley|Wilson
(678) 320-1878
sgerhardt@wileywilson.com
Job Notes
11/14/2014 11:51:29 AM
Forte v4.6, Design Engine: V6.1.1.5
Pee Dee Visitors.4te
Page 1 of 1
39
MEMBER REPORT
PASSED
Level, Front Porch
1 piece(s) 2 x 6 Southern Pine No. 2 @ 16" OC
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
Design Results
System : Roof
Member Type : Joist
3007 (3.50")
193 @ 1' 11 15/16"
1203
Passed (16%)
1.25 1.0 D + 1.0 Lr (All Spans)
Building Use : Residential
610 @ 7' 3 3/4"
788
Passed (77%)
1.25 1.0 D + 1.0 Lr (Alt Spans)
Building Code : IBC
Live Load Defl. (in)
0.394 @ 7' 3 5/16"
0.396
Passed (L/362)
--
1.0 D + 1.0 Lr (Alt Spans)
Design Methodology : ASD
Total Load Defl. (in)
0.531 @ 7' 3 5/16"
0.595
Passed (L/268)
--
1.0 D + 1.0 Lr (Alt Spans)
Member Pitch: 2/12
Moment (Ft-lbs)
LDF
Load: Combination (Pattern)
Allowed
265 @ 1' 4 3/4"
Shear (lbs)
Result
1.0 D + 1.0 Lr (All Spans)
Actual @ Location
Member Reaction (lbs)
Passed (9%)
--
• Deflection criteria: LL (L/360) and TL (L/240).
• Overhang deflection criteria: LL (2L/360) and TL (2L/240).
• Bracing (Lu): All compression edges (top and bottom) must be braced at 9' 11 7/8" o/c unless detailed otherwise. Proper attachment and positioning of lateral
bracing is required to achieve member stability.
• Applicable calculations are based on NDS 2005 methodology.
Bearing Length
Loads to Supports (lbs)
Supports
Total
Available
Required
Dead
Roof
Live
Total
1 - Beveled Plate - SYP
3.50"
3.50"
1.50"
69
196
265
Blocking
2 - Beveled Plate - SYP
3.50"
3.50"
1.50"
57
161
218
Blocking
Accessories
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Dead
Loads
Location
Spacing
(0.90)
1 - Uniform (PSF)
0 to 13' 4"
16"
7.0
Roof Live
(non-snow: 1.25)
20.0
Comments
Roof
Weyerhaeuser Notes
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details.
(www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to
circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to
assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable
forestry standards.
The product application, input design loads, dimensions and support information have been provided by Forte Software Operator
Forte Software Operator
Stacy Gerhardt
Wiley|Wilson
(678) 320-1878
sgerhardt@wileywilson.com
Job Notes
11/14/2014 11:51:53 AM
Forte v4.6, Design Engine: V6.1.1.5
Pee Dee Visitors.4te
Page 1 of 1
40
MEMBER REPORT
PASSED
Level, Back Porch
1 piece(s) 2 x 6 Southern Pine No. 2 @ 24" OC
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
Design Results
System : Roof
Member Type : Joist
2967 (3.50")
Passed (10%)
156 @ 2' 9"
1203
Passed (13%)
1.25 1.0 D + 1.0 Lr (All Spans)
Building Use : Residential
224 @ 5' 5 15/16"
788
Passed (28%)
1.25 1.0 D + 1.0 Lr (Alt Spans)
Building Code : IBC
Live Load Defl. (in)
0.040 @ 5' 4"
0.208
Passed (L/999+)
--
1.0 D + 1.0 Lr (Alt Spans)
Design Methodology : ASD
Total Load Defl. (in)
0.052 @ 5' 4 5/16"
0.312
Passed (L/999+)
--
1.0 D + 1.0 Lr (Alt Spans)
Member Pitch: 0.25/12
Moment (Ft-lbs)
LDF
Load: Combination (Pattern)
Allowed
304 @ 2' 1 3/4"
Shear (lbs)
Result
1.0 D + 1.0 Lr (All Spans)
Actual @ Location
Member Reaction (lbs)
--
• Deflection criteria: LL (L/360) and TL (L/240).
• Overhang deflection criteria: LL (2L/360) and TL (2L/240).
• Bracing (Lu): All compression edges (top and bottom) must be braced at 8' 7" o/c unless detailed otherwise. Proper attachment and positioning of lateral
bracing is required to achieve member stability.
• Applicable calculations are based on NDS 2005 methodology.
Bearing Length
Loads to Supports (lbs)
Supports
Total
Available
Required
Dead
Roof
Live
Total
1 - Beveled Plate - SYP
3.50"
3.50"
1.50"
79
225
304
Blocking
2 - Beveled Plate - SYP
3.50"
3.50"
1.50"
41
126
167
Blocking
Accessories
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Dead
Loads
Location
Spacing
(0.90)
1 - Uniform (PSF)
0 to 8' 7"
24"
7.0
Roof Live
(non-snow: 1.25)
20.0
Comments
Roof
Weyerhaeuser Notes
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details.
(www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to
circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to
assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable
forestry standards.
The product application, input design loads, dimensions and support information have been provided by Forte Software Operator
Forte Software Operator
Stacy Gerhardt
Wiley|Wilson
(678) 320-1878
sgerhardt@wileywilson.com
Job Notes
11/19/2014 9:20:59 AM
Forte v4.6, Design Engine: V6.1.1.5
Pee Dee Visitors.4te
Page 1 of 1
41
MEMBER REPORT
PASSED
Level, Valley Beam
1 piece(s) 3 1/2" x 13 1/2" 24F-V4 DF Glulam
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
Design Results
LDF
Load: Combination (Pattern)
System : Roof
Member Type : Drop Beam
Allowed
3578 @ 2"
6921 (3.50")
Passed (52%)
2903 @ 1' 4 5/16"
10434
Passed (28%)
1.25 1.0 D + 1.0 Lr (All Spans)
Building Use : Residential
Pos Moment (Ft-lbs)
13784 @ 8' 9 11/16"
26578
Passed (52%)
1.25 1.0 D + 1.0 Lr (All Spans)
Building Code : IBC
Live Load Defl. (in)
0.456 @ 9' 10 15/16"
0.712
Passed (L/561)
--
1.0 D + 1.0 Lr (All Spans)
Design Methodology : ASD
Total Load Defl. (in)
0.857 @ 9' 11 1/8"
1.067
Passed (L/299)
--
1.0 D + 1.0 Lr (All Spans)
Member Pitch: 4/12
Shear (lbs)
Result
1.0 D + 1.0 Lr (All Spans)
Actual @ Location
Member Reaction (lbs)
--
• Deflection criteria: LL (L/360) and TL (L/240).
• Bracing (Lu): All compression edges (top and bottom) must be braced at 21' 8 3/8" o/c unless detailed otherwise. Proper attachment and positioning of lateral
bracing is required to achieve member stability.
• Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L = 21' 4 1/8".
• The effects of positive or negative camber have not been accounted for when calculating deflection.
• The specified glulam is assumed to have its strong laminations at the bottom of the beam. Install with proper side up as indicated by the manufacturer.
• Applicable calculations are based on NDS 2005 methodology.
Bearing Length
Loads to Supports (lbs)
Supports
Total
Available
Required
Dead
Roof
Live
Total
Accessories
1 - Beveled Plate - SYP
3.50"
3.50"
1.81"
1649
1929
3578
Blocking
2 - Beveled Plate - SYP
3.50"
3.50"
1.50"
878
953
1831
Blocking
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Loads
Tributary
Dead
Location
Width
(0.90)
1 - Tapered (PLF)
0 to 20' 7"
N/A
210.0 to 0.0
Roof Live
(non-snow: 1.25)
280.0 to 0.0
Comments
Roof
Weyerhaeuser Notes
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details.
(www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to
circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to
assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable
forestry standards.
The product application, input design loads, dimensions and support information have been provided by Forte Software Operator
Forte Software Operator
Stacy Gerhardt
Wiley|Wilson
(678) 320-1878
sgerhardt@wileywilson.com
Job Notes
11/14/2014 11:52:39 AM
Forte v4.6, Design Engine: V6.1.1.5
Pee Dee Visitors.4te
Page 1 of 1
42
MEMBER REPORT
PASSED
Level, Ridge Beam - 16 ft
1 piece(s) 3 1/2" x 9" 24F-V4 DF Glulam
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
Design Results
LDF
Load: Combination (Pattern)
System : Roof
Member Type : Drop Beam
Allowed
2253 @ 2"
6921 (3.50")
Passed (33%)
1822 @ 1' 1/2"
6956
Passed (26%)
1.25 1.0 D + 1.0 Lr (All Spans)
Building Use : Residential
Pos Moment (Ft-lbs)
6476 @ 6' 8 1/16"
11813
Passed (55%)
1.25 1.0 D + 1.0 Lr (All Spans)
Building Code : IBC
Live Load Defl. (in)
0.382 @ 7' 6 3/16"
0.508
Passed (L/479)
--
1.0 D + 1.0 Lr (All Spans)
Design Methodology : ASD
Total Load Defl. (in)
0.693 @ 7' 6 5/16"
0.762
Passed (L/264)
--
1.0 D + 1.0 Lr (All Spans)
Member Pitch: 0/12
Shear (lbs)
Result
1.0 D + 1.0 Lr (All Spans)
Actual @ Location
Member Reaction (lbs)
--
• Deflection criteria: LL (L/360) and TL (L/240).
• Bracing (Lu): All compression edges (top and bottom) must be braced at 15' 7" o/c unless detailed otherwise. Proper attachment and positioning of lateral
bracing is required to achieve member stability.
• Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L = 15' 3".
• The effects of positive or negative camber have not been accounted for when calculating deflection.
• The specified glulam is assumed to have its strong laminations at the bottom of the beam. Install with proper side up as indicated by the manufacturer.
• Applicable calculations are based on NDS 2005 methodology.
Bearing Length
Loads to Supports (lbs)
Supports
Total
Available
Required
Dead
Roof
Live
Total
Accessories
1 - Stud wall - SYP
3.50"
3.50"
1.50"
1000
1253
2253
Blocking
2 - Stud wall - SYP
3.50"
3.50"
1.50"
522
617
1139
Blocking
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Loads
Tributary
Dead
Location
Width
(0.90)
1 - Tapered (PLF)
0 to 15' 7"
N/A
180.0 to 0.0
Roof Live
(non-snow: 1.25)
240.0 to 0.0
Comments
Roof
Weyerhaeuser Notes
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details.
(www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to
circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to
assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable
forestry standards.
The product application, input design loads, dimensions and support information have been provided by Forte Software Operator
Forte Software Operator
Stacy Gerhardt
Wiley|Wilson
(678) 320-1878
sgerhardt@wileywilson.com
Job Notes
11/14/2014 11:52:52 AM
Forte v4.6, Design Engine: V6.1.1.5
Pee Dee Visitors.4te
Page 1 of 1
43
MEMBER REPORT
PASSED
Level, Ridge Beam - 27 ft
1 piece(s) 5 1/2" x 19 1/2" 24F-V4 DF Glulam
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
Design Results
Result
LDF
Load: Combination (Pattern)
System : Roof
1.0 D + 1.0 Lr (All Spans)
Member Type : Drop Beam
Actual @ Location
Allowed
6884 @ 2"
10876 (3.50")
Passed (63%)
Shear (lbs)
6049 @ 1' 11"
23684
Passed (26%)
1.25 1.0 D + 1.0 Lr (All Spans)
Building Use : Residential
Pos Moment (Ft-lbs)
57538 @ 13' 6"
80307
Passed (72%)
1.25 1.0 D + 1.0 Lr (All Spans)
Building Code : IBC
Live Load Defl. (in)
0.600 @ 13' 9"
0.908
Passed (L/545)
--
1.0 D + 1.0 Lr (All Spans)
Design Methodology : ASD
Total Load Defl. (in)
1.148 @ 13' 9"
1.362
Passed (L/285)
--
1.0 D + 1.0 Lr (All Spans)
Member Pitch: 0/12
Member Reaction (lbs)
--
• Deflection criteria: LL (L/360) and TL (L/240).
• Bracing (Lu): All compression edges (top and bottom) must be braced at 27' 7" o/c unless detailed otherwise. Proper attachment and positioning of lateral
bracing is required to achieve member stability.
• Critical positive moment adjusted by a volume factor of 0.92 that was calculated using length L = 27' 3".
• The effects of positive or negative camber have not been accounted for when calculating deflection.
• The specified glulam is assumed to have its strong laminations at the bottom of the beam. Install with proper side up as indicated by the manufacturer.
• Applicable calculations are based on NDS 2005 methodology.
Bearing Length
Loads to Supports (lbs)
Supports
Total
Available
Required
Dead
Roof
Live
Total
Accessories
1 - Stud wall - SYP
3.50"
3.50"
2.22"
3269
3616
6885
Blocking
2 - Stud wall - SYP
3.50"
3.50"
2.16"
3187
3518
6705
Blocking
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Tributary
Dead
Location
Width
(0.90)
1 - Point (lb)
13' 6"
N/A
522
617
2 - Point (lb)
13'
N/A
878
953
Loads
Roof Live
(non-snow: 1.25)
14'
N/A
878
953
0 to 27' 7"
N/A
69.4
92.5
5 - Tapered (PLF)
0 to 13' 6"
N/A
114.4 to 0.0
152.5 to 0.0
6 - Tapered (PLF)
13' 6" to 27'
N/A
0.0 to 114.4
0.0 to 152.5
3 - Point (lb)
4 - Uniform (PLF)
Comments
Roof
Weyerhaeuser Notes
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details.
(www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to
circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to
assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable
forestry standards.
The product application, input design loads, dimensions and support information have been provided by Forte Software Operator
Forte Software Operator
Stacy Gerhardt
Wiley|Wilson
(678) 320-1878
sgerhardt@wileywilson.com
Job Notes
11/14/2014 11:53:11 AM
Forte v4.6, Design Engine: V6.1.1.5
Pee Dee Visitors.4te
Page 1 of 1
44
MEMBER REPORT
PASSED
Level, Porch Beam - 12.5 ft
3 piece(s) 2 x 10 Southern Pine No. 2
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
Design Results
LDF
Load: Combination (Pattern)
System : Roof
Member Type : Drop Beam
Allowed
1443 @ 2"
8899 (3.50")
Passed (16%)
1208 @ 1' 3/4"
6070
Passed (20%)
1.25 1.0 D + 1.0 Lr (All Spans)
Building Use : Residential
Moment (Ft-lbs)
4482 @ 6' 6 1/2"
5349
Passed (84%)
1.25 1.0 D + 1.0 Lr (All Spans)
Building Code : IBC
Live Load Defl. (in)
0.172 @ 6' 6 1/2"
0.425
Passed (L/891)
--
1.0 D + 1.0 Lr (All Spans)
Design Methodology : ASD
Total Load Defl. (in)
0.316 @ 6' 6 1/2"
0.637
Passed (L/485)
--
1.0 D + 1.0 Lr (All Spans)
Member Pitch: 0/12
Shear (lbs)
Result
1.0 D + 1.0 Lr (All Spans)
Actual @ Location
Member Reaction (lbs)
--
• Deflection criteria: LL (L/360) and TL (L/240).
• Bracing (Lu): All compression edges (top and bottom) must be braced at 13' 1" o/c unless detailed otherwise. Proper attachment and positioning of lateral
bracing is required to achieve member stability.
• Applicable calculations are based on NDS 2005 methodology.
Bearing Length
Loads to Supports (lbs)
Supports
Total
Available
Required
Dead
Roof
Live
Total
Accessories
1 - Stud wall - SYP
3.50"
3.50"
1.50"
658
785
1443
Blocking
2 - Stud wall - SYP
3.50"
3.50"
1.50"
658
785
1443
Blocking
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Loads
Tributary
Dead
Location
Width
(0.90)
1 - Uniform (PLF)
0 to 13' 1"
N/A
90.0
Roof Live
(non-snow: 1.25)
120.0
Comments
Roof
Weyerhaeuser Notes
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details.
(www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to
circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to
assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable
forestry standards.
The product application, input design loads, dimensions and support information have been provided by Forte Software Operator
Forte Software Operator
Stacy Gerhardt
Wiley|Wilson
(678) 320-1878
sgerhardt@wileywilson.com
Job Notes
11/14/2014 11:53:28 AM
Forte v4.6, Design Engine: V6.1.1.5
Pee Dee Visitors.4te
Page 1 of 1
45
MEMBER REPORT
PASSED
Level, Porch Beam - 9 ft
3 piece(s) 2 x 6 Southern Pine No. 2
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
Design Results
Result
LDF
Load: Combination (Pattern)
System : Roof
1.0 D + 1.0 Lr (All Spans)
Member Type : Drop Beam
Actual @ Location
Allowed
Member Reaction (lbs)
533 @ 2"
8899 (3.50")
Shear (lbs)
450 @ 9"
3609
Passed (12%)
1.25 1.0 D + 1.0 Lr (All Spans)
Building Use : Residential
Moment (Ft-lbs)
1190 @ 4' 9 1/2"
2363
Passed (50%)
1.25 1.0 D + 1.0 Lr (All Spans)
Building Code : IBC
Live Load Defl. (in)
0.113 @ 4' 9 1/2"
0.308
Passed (L/981)
--
1.0 D + 1.0 Lr (All Spans)
Design Methodology : ASD
Total Load Defl. (in)
0.210 @ 4' 9 1/2"
0.463
Passed (L/529)
--
1.0 D + 1.0 Lr (All Spans)
Member Pitch: 0/12
Passed (6%)
--
• Deflection criteria: LL (L/360) and TL (L/240).
• Bracing (Lu): All compression edges (top and bottom) must be braced at 9' 7" o/c unless detailed otherwise. Proper attachment and positioning of lateral
bracing is required to achieve member stability.
• Applicable calculations are based on NDS 2005 methodology.
Bearing Length
Loads to Supports (lbs)
Supports
Total
Available
Required
Dead
Roof
Live
Total
1 - Stud wall - SYP
3.50"
3.50"
1.50"
246
288
534
Blocking
2 - Stud wall - SYP
3.50"
3.50"
1.50"
246
288
534
Blocking
Accessories
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Loads
Tributary
Dead
Location
Width
(0.90)
1 - Uniform (PLF)
0 to 9' 7"
N/A
45.0
Roof Live
(non-snow: 1.25)
60.0
Comments
Roof
Weyerhaeuser Notes
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details.
(www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to
circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to
assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable
forestry standards.
The product application, input design loads, dimensions and support information have been provided by Forte Software Operator
Forte Software Operator
Stacy Gerhardt
Wiley|Wilson
(678) 320-1878
sgerhardt@wileywilson.com
Job Notes
11/19/2014 9:22:53 AM
Forte v4.6, Design Engine: V6.1.1.5
Pee Dee Visitors.4te
Page 1 of 1
46
MEMBER REPORT
FAILED
Level, 21 ft ridge beam (2 span)
3 piece(s) 1 3/4" x 11 1/4" 2.0E Microllam® LVL
This product failed due to an excessive uplift of -1250 lbs at support 21' 8 1/2".
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
Design Results
LDF
Load: Combination (Pattern)
System : Roof
Member Type : Drop Beam
Allowed
10174 @ 15' 5 1/4"
10382 (3.50")
Passed (98%)
Shear (lbs)
5170 @ 14' 4 1/4"
11222
Passed (46%)
1.00 1.0 D + 1.0 L (All Spans)
Building Use : Residential
-14280 @ 15' 5 1/4"
24206
Passed (59%)
1.00 1.0 D + 1.0 L (All Spans)
Building Code : IBC
Live Load Defl. (in)
0.226 @ 7' 1 1/2"
0.509
Passed (L/812)
--
1.0 D + 1.0 L (Alt Spans)
Design Methodology : ASD
Total Load Defl. (in)
0.397 @ 7' 1 1/8"
0.764
Passed (L/461)
--
1.0 D + 1.0 L (Alt Spans)
Member Pitch: 0/12
Moment (Ft-lbs)
Result
1.0 D + 1.0 L (All Spans)
Actual @ Location
Member Reaction (lbs)
--
• Deflection criteria: LL (L/360) and TL (L/240).
• Bracing (Lu): All compression edges (top and bottom) must be braced at 20' 2 1/4" o/c unless detailed otherwise. Proper attachment and positioning of lateral
bracing is required to achieve member stability.
Bearing Length
Loads to Supports (lbs)
Supports
Total
Available
Required
Dead
Floor
Live
Roof
Live
Total
1 - Stud wall - SYP
3.50"
3.50"
1.50"
1820
2322/-34
128
4270/-34
Blocking
2 - Stud wall - SYP
3.50"
3.50"
3.43"
4507
5667
315
10489
Blocking
Accessories
1107/29/-35
1136/-1284 Blocking
1186
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
3 - Stud wall - SYP
3.50"
1.50"
-63
Location
Tributary
Width
Dead
(0.90)
Floor Live
(1.00)
0 to 21' 10 1/2"
N/A
270.0
360.0
Loads
1 - Uniform (PLF)
3.50"
Roof Live
(non-snow: 1.25)
20.0
Comments
Roof
Weyerhaeuser Notes
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details.
(www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to
circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to
assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable
forestry standards.
The product application, input design loads, dimensions and support information have been provided by Forte Software Operator
Forte Software Operator
Stacy Gerhardt
Wiley|Wilson
(678) 320-1878
sgerhardt@wileywilson.com
Job Notes
11/14/2014 11:54:00 AM
Forte v4.6, Design Engine: V6.1.1.5
Pee Dee Visitors.4te
Page 1 of 1
47
MEMBER REPORT
PASSED
Level, Back Porch Ridge
2 piece(s) 2 x 6 Southern Pine No. 2
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
Design Results
LDF
Load: Combination (Pattern)
System : Roof
Member Type : Flush Beam
Allowed
723 @ 9' 11"
5933 (3.50")
Passed (12%)
Shear (lbs)
567 @ 9' 4"
1925
Passed (29%)
1.00 1.0 D + 1.0 L (Alt Spans)
Building Use : Residential
1246 @ 6' 9/16"
1260
Passed (99%)
1.00 1.0 D + 1.0 L (Alt Spans)
Building Code : IBC
Live Load Defl. (in)
0.155 @ 5' 8 13/16"
0.284
Passed (L/659)
--
1.0 D + 1.0 L (Alt Spans)
Design Methodology : ASD
Total Load Defl. (in)
0.277 @ 5' 8 7/8"
0.426
Passed (L/369)
--
1.0 D + 1.0 L (Alt Spans)
Member Pitch: 0.25/12
Moment (Ft-lbs)
Result
1.0 D + 1.0 L (Alt Spans)
Actual @ Location
Member Reaction (lbs)
--
• Deflection criteria: LL (L/360) and TL (L/240).
• Overhang deflection criteria: LL (2L/360) and TL (2L/240).
• Bracing (Lu): All compression edges (top and bottom) must be braced at 2' 11 1/16" o/c unless detailed otherwise. Proper attachment and positioning of
lateral bracing is required to achieve member stability.
• Applicable calculations are based on NDS 2005 methodology.
Bearing Length
Loads to Supports (lbs)
Supports
Total
Available
Required
Dead
Floor
Live
Roof
Live
Total
1 - Beveled Plate - SYP
3.50"
3.50"
1.50"
253
305
115
673
Blocking
2 - Beveled Plate - SYP
3.50"
3.50"
1.50"
319
404/-3
87
810/-3
Blocking
Accessories
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Loads
Tributary
Dead
Floor Live
Location
Width
(0.90)
(1.00)
1 - Tapered (PLF)
0 to 10' 1"
N/A
15.0 to 90.0
20.0 to 120.0
Roof Live
(non-snow: 1.25)
20.0 to 20.0
Comments
Roof
Weyerhaeuser Notes
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current Weyerhaeuser literature for installation details.
(www.woodbywy.com) Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Use of this software is not intended to
circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to
assure that this calculation is compatible with the overall project. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable
forestry standards.
The product application, input design loads, dimensions and support information have been provided by Forte Software Operator
Forte Software Operator
Stacy Gerhardt
Wiley|Wilson
(678) 320-1878
sgerhardt@wileywilson.com
Job Notes
11/14/2014 11:54:21 AM
Forte v4.6, Design Engine: V6.1.1.5
Pee Dee Visitors.4te
Page 1 of 1
48
Building Energy Analysis Summary Sheet
Alternative 1
Pee Dee Building
Total Building Energy Consumption Per
Year(MMBTUH)
Total Building Energy Consumption Not
Including Plug Loads Per Year (MMBTUH) for
EPACT 2005 Analysis
Alternative 2
ASHRAE 90.1 2007
Baseline Building
90.0
128.9
54.9
93.8
Total Energy Cost Per Year for LEED Analysis
$1,582
$2,226
EPACT 2005 Percentage Improvement over
ASHRAE 90.1 2007 Baseline Building:
41.5%
LEED Percentage Improvement over ASHRAE
90.1 2007 Baseline Building:
28.9%
49
214180
Location
Building owner
Program user
Company
Comments
By
Dataset name
WILEYWILSON
C:\Users\slittle\Documents\TRACE 700 Projects\214180
PEEDEE.TRC
Calculation time
TRACE® 700 version
04:10 PM on 11/18/2014
6.3
Location
Latitude
Longitude
Time Zone
Elevation
Barometric pressure
Charlotte, North Carolina
35.0
deg
81.0
deg
5
735
ft
29.1
in. Hg
Air density
Air specific heat
Density-specific heat product
Latent heat factor
Enthalpy factor
0.0739
0.2444
1.0840
4,771.9
4.4348
lb/cu ft
Btu/lb·°F
Btu/h·cfm·°F
Btu·min/h·cu ft
lb·min/hr·cu ft
Summer design dry bulb
Summer design wet bulb
Winter design dry bulb
Summer clearness number
Winter clearness number
Summer ground reflectance
Winter ground reflectance
Carbon Dioxide Level
92
74
24
0.95
0.95
0.20
0.20
400
°F
°F
°F
Design simulation period
Cooling load methodology
Heating load methodology
January - December
CLTD-CLF (ASHRAE TFM)
CEC-DOE2
ppm
50
System Checksums
By WILEYWILSON
HP-1
Single Zone
COOLING COIL PEAK
Peaked at Time:
Outside Air:
CLG SPACE PEAK
Mo/Hr: 7 / 17
OADB/WB/HR: 90 / 73 / 98
Space
Sens. + Lat.
Plenum
Sens. + Lat
Btu/h
Btu/h
0
0
1,771
2,306
821
1,789
0
0
0
0
6,687
0
0
0
0
0
0
Percent
Of Total
(%)
Space
Sensible
Btu/h
Percent
Of Total
(%)
0
0
0
1,771
2,306
821
1,789
0
0
0
0
6,687
0
0
7
9
3
7
0
0
0
0
26
0
0
1,772
2,291
811
1,765
0
0
0
0
6,639
0
0
9
12
4
9
0
0
0
0
34
2,828
2,600
8,757
707
0
0
3,535
2,600
8,757
14
10
34
2,895
1,411
8,842
15
7
45
14,185
707
14,892
57
13,148
66
0
0
0
0
0
0
15
0
0
0
0
2
0
0
0
0
0
0
0
0
0
3,942
0
0
0
-96
529
0
0
0
0
611
25,954
100.00
19,787
0
TEMPERATURES
Mo/Hr: Heating Design
OADB: 24
Net
Total
Btu/h
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
Glass Solar
Glass/Door Cond
Wall Cond
Partition/Door
Floor
Adjacent Floor
Infiltration
Sub Total ==>
HEATING COIL PEAK
Mo/Hr: Sum of
OADB: Peaks
Space Peak
Space Sens
Btu/h
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
Glass Solar
Glass/Door Cond
Wall Cond
Partition/Door
Floor
Adjacent Floor
Infiltration
Sub Total ==>
Coil Peak Percent
Tot Sens Of Total
Btu/h
(%)
0
0
-1,337
0
-2,934
-2,396
0
0
0
0
-6,666
0
0
-1,337
0
-2,934
-2,396
0
0
0
0
-6,666
0.00
0.00
6.44
0.00
14.14
11.54
0.00
0.00
0
0.00
32.12
Lights
People
Misc
0
0
0
0
0
0
0.00
0.00
0.00
Sub Total ==>
0
0
0.00
0
0
0
-9,189
0
-4,900
0
-9,189
0
0
0
0
0.00
23.61
0
44.27
0.00
0.00
0.00
0.00
0
0
0.00
0.00
-20,755
100.00
Internal Loads
Internal Loads
Lights
People
Misc
Sub Total ==>
Ceiling Load
Ventilation Load
Adj Air Trans Heat
Dehumid. Ov Sizing
Ov/Undr Sizing
Exhaust Heat
Sup. Fan Heat
Ret. Fan Heat
Duct Heat Pkup
Underflr Sup Ht Pkup
Supply Air Leakage
0
-96
0
0
20,872
Grand Total ==>
0 Ceiling Load
0 Ventilation Load
0 Adj Air Trans Heat
Ov/Undr Sizing
0 Exhaust Heat
OA Preheat Diff.
RA Preheat Diff.
Additional Reheat
0
Underflr Sup Ht Pkup
Supply Air Leakage
100.00 Grand Total ==>
-15,855
COOLING COIL SELECTION
Total Capacity
ton
MBh
Sens Cap.
MBh
Coil Airflow
cfm
AREAS
Enter DB/WB/HR
°F
°F
gr/lb
Main Clg
Aux Clg
2.2
0.0
26.0
0.0
22.3
0.0
892
0
77.1
0.0
62.1
0.0
61.7
0.0
Opt Vent
0.0
0.0
0.0
0
0.0
0.0
0.0
Total
2.2
26.0
Leave DB/WB/HR
°F
°F
gr/lb
54.0 51.9
0.0 0.0
0.0
0.0
55.8
0.0
0.0
Gross Total
214180
Dataset Name:
214180 PEEDEE.TRC
Heating
86.4
70.0
70.0
64.9
0.0
0.0
0.0
AIRFLOWS
Cooling
892
Heating
892
Terminal
Main Fan
892
892
892
892
Sec Fan
Nom Vent
AHU Vent
Infil
MinStop/Rh
Return
Exhaust
Rm Exh
Auxiliary
Leakage Dwn
Leakage Ups
0
86
86
0
0
892
86
0
0
0
0
0
97
97
0
0
892
97
0
0
0
0
Diffuser
ENGINEERING CKS
% OA
cfm/ft²
cfm/ton
ft²/ton
Btu/hr·ft²
No. People
Cooling
9.6
0.73
412.63
566.85
21.17
6
Heating
10.9
0.73
-16.93
HEATING COIL SELECTION
Glass
ft²
(%)
Capacity Coil Airflow
MBh
cfm
-20.8
0.0
Ent
°F
892 64.9
0 0.0
Lvg
°F
Floor
Part
1,226
0
Main Htg
Aux Htg
Int Door
ExFlr
Roof
Wall
0
0
1,215
1,418
Preheat
0.0
0
0.0
0.0
0
112
0
8
Humidif
Opt Vent
0.0
0.0
0
0
0.0
0.0
0.0
0.0
21
0
0
Total
Ext Door
Project Name:
Cooling
54.6
75.0
75.7
77.1
0.1
0.1
0.4
SADB
Ra Plenum
Return
Ret/OA
Fn MtrTD
Fn BldTD
Fn Frict
86.4
0.0
-20.8
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
51
Alternative - 1 System Checksums Report Page 1 of 3
System Checksums
By WILEYWILSON
HP-2
Single Zone
COOLING COIL PEAK
Peaked at Time:
Outside Air:
Space
Sens. + Lat.
Plenum
Sens. + Lat
Btu/h
Btu/h
0
0
939
2,179
416
823
0
0
0
0
4,357
0
0
0
0
0
0
Lights
People
Misc
Sub Total ==>
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
Glass Solar
Glass/Door Cond
Wall Cond
Partition/Door
Floor
Adjacent Floor
Infiltration
Sub Total ==>
CLG SPACE PEAK
Mo/Hr: 7 / 15
OADB/WB/HR: 92 / 74 / 104
TEMPERATURES
Mo/Hr: Heating Design
OADB: 24
Net
Total
Btu/h
Percent
Of Total
(%)
Space
Sensible
Btu/h
Percent
Of Total
(%)
0
0
0
939
2,179
416
823
0
0
0
0
4,357
0
0
5
11
2
4
0
0
0
0
21
0
0
903
2,496
219
799
0
0
0
0
4,417
0
0
8
23
2
7
0
0
0
0
41
2,237
6,454
897
559
0
0
2,796
6,454
897
14
32
4
2,237
3,254
897
21
30
8
9,589
559
10,148
50
6,389
59
0
0
0
0
0
0
29
0
0
0
-1
1
0
0
0
0
0
0
0
0
0
5,872
0
0
0
-220
289
0
0
0
0
340
20,447
100.00
10,805
0
HEATING COIL PEAK
Mo/Hr: Sum of
OADB: Peaks
Space Peak
Space Sens
Btu/h
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
Glass Solar
Glass/Door Cond
Wall Cond
Partition/Door
Floor
Adjacent Floor
Infiltration
Sub Total ==>
Coil Peak Percent
Tot Sens Of Total
Btu/h
(%)
0
0
-787
0
-2,445
-1,231
0
0
0
0
-4,462
0
0
-787
0
-2,445
-1,231
0
0
0
0
-4,462
0.00
0.00
4.95
0.00
15.39
7.75
0.00
0.00
0
0.00
28.09
Lights
People
Misc
0
0
0
0
0
0
0.00
0.00
0.00
Sub Total ==>
0
0
0.00
0
0
0
-1,771
0
-9,652
0
-1,771
0
0
0
0
0.00
60.76
0
11.15
0.00
0.00
0.00
0.00
0
0
0.00
0.00
-15,885
100.00
Internal Loads
Internal Loads
Ceiling Load
Ventilation Load
Adj Air Trans Heat
Dehumid. Ov Sizing
Ov/Undr Sizing
Exhaust Heat
Sup. Fan Heat
Ret. Fan Heat
Duct Heat Pkup
Underflr Sup Ht Pkup
Supply Air Leakage
0
-220
0
0
13,946
Grand Total ==>
0 Ceiling Load
0 Ventilation Load
0 Adj Air Trans Heat
Ov/Undr Sizing
0 Exhaust Heat
OA Preheat Diff.
RA Preheat Diff.
Additional Reheat
0
Underflr Sup Ht Pkup
Supply Air Leakage
100.00 Grand Total ==>
-6,233
COOLING COIL SELECTION
Total Capacity
ton
MBh
Sens Cap.
MBh
Coil Airflow
cfm
AREAS
Enter DB/WB/HR
°F
°F
gr/lb
Main Clg
Aux Clg
1.7
0.0
20.5
0.0
14.2
0.0
487
0
81.0
0.0
66.8
0.0
78.8
0.0
Opt Vent
0.0
0.0
0.0
0
0.0
0.0
0.0
Total
1.7
20.5
Leave DB/WB/HR
°F
°F
gr/lb
54.0 53.1
0.0 0.0
0.0
0.0
60.3
0.0
0.0
Gross Total
214180
Dataset Name:
214180 PEEDEE.TRC
Heating
81.8
70.0
70.0
51.7
0.0
0.0
0.0
AIRFLOWS
Cooling
487
Heating
487
Terminal
Main Fan
487
487
487
487
Sec Fan
Nom Vent
AHU Vent
Infil
MinStop/Rh
Return
Exhaust
Rm Exh
Auxiliary
Leakage Dwn
Leakage Ups
0
191
191
0
0
487
191
0
0
0
0
0
191
191
0
0
487
191
0
0
0
0
Diffuser
ENGINEERING CKS
% OA
cfm/ft²
cfm/ton
ft²/ton
Btu/hr·ft²
No. People
Cooling
39.3
0.68
286.01
419.63
28.60
16
Heating
39.3
0.68
-22.22
HEATING COIL SELECTION
Glass
ft²
(%)
Capacity Coil Airflow
MBh
cfm
Ent
°F
Lvg
°F
Floor
Part
715
0
Main Htg
Aux Htg
-15.9
0.0
487 51.7
0 0.0
81.8
0.0
Int Door
ExFlr
Roof
Wall
0
0
715
758
Preheat
-1.2
487 51.7
54.0
0
87
0
11
Humidif
Opt Vent
0.0
0.0
21
0
0
Ext Door
Project Name:
Cooling
54.6
75.0
76.1
82.1
0.1
0.1
0.4
SADB
Ra Plenum
Return
Ret/OA
Fn MtrTD
Fn BldTD
Fn Frict
Total
0
0
0.0
0.0
0.0
0.0
-15.9
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
52
Alternative - 1 System Checksums Report Page 2 of 3
System Checksums
By WILEYWILSON
System 4
System 4 - Packaged Rooftop Heat Pump
COOLING COIL PEAK
Peaked at Time:
Outside Air:
Space
Sens. + Lat.
Plenum
Sens. + Lat
Btu/h
Btu/h
0
0
4,527
7,668
1,360
4,558
0
0
0
0
18,113
0
0
0
0
0
0
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
Glass Solar
Glass/Door Cond
Wall Cond
Partition/Door
Floor
Adjacent Floor
Infiltration
Sub Total ==>
CLG SPACE PEAK
Mo/Hr: 8 / 15
OADB/WB/HR: 90 / 74 / 105
TEMPERATURES
Mo/Hr: Heating Design
OADB: 24
Net
Total
Btu/h
Percent
Of Total
(%)
Space
Sensible
Btu/h
Percent
Of Total
(%)
0
0
0
4,527
7,668
1,360
4,558
0
0
0
0
18,113
0
0
8
14
3
8
0
0
0
0
33
0
0
3,812
10,013
846
4,481
0
0
0
0
19,152
0
0
10
26
2
12
0
0
0
0
49
5,130
9,083
9,649
1,283
0
0
6,413
9,083
9,649
12
17
18
5,168
4,692
9,737
13
12
25
23,863
1,283
25,146
46
19,597
51
0
0
0
0
0
0
21
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11,183
0
0
0
-235
0
0
0
0
0
1,047
54,207
100.00
38,749
0
HEATING COIL PEAK
Mo/Hr: 9 / 15
OADB: 85
Space Peak
Space Sens
Btu/h
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
Glass Solar
Glass/Door Cond
Wall Cond
Partition/Door
Floor
Adjacent Floor
Infiltration
Sub Total ==>
Coil Peak Percent
Tot Sens Of Total
Btu/h
(%)
0
0
-4,273
0
-5,376
-5,937
0
-356
0
0
-15,943
0
0
-4,273
0
-5,376
-5,937
0
-356
0
0
-15,943
0.00
0.00
9.25
0.00
11.64
12.86
0.00
0.77
0
0.00
34.52
Lights
People
Misc
0
0
0
0
0
0
0.00
0.00
0.00
Sub Total ==>
0
0
0.00
0
0
0
-15,926
0
-14,316
0
-15,926
0
0
0
0
0.00
31.00
0
34.48
0.00
0.00
0.00
0.00
0
0
0.00
0.00
-46,184
100.00
Internal Loads
Internal Loads
Lights
People
Misc
Sub Total ==>
Ceiling Load
Ventilation Load
Adj Air Trans Heat
Dehumid. Ov Sizing
Ov/Undr Sizing
Exhaust Heat
Sup. Fan Heat
Ret. Fan Heat
Duct Heat Pkup
Underflr Sup Ht Pkup
Supply Air Leakage
0
-235
0
0
41,977
Grand Total ==>
0 Ceiling Load
0 Ventilation Load
0 Adj Air Trans Heat
Ov/Undr Sizing
0 Exhaust Heat
OA Preheat Diff.
RA Preheat Diff.
Additional Reheat
0
Underflr Sup Ht Pkup
Supply Air Leakage
100.00 Grand Total ==>
-31,869
COOLING COIL SELECTION
Total Capacity
ton
MBh
Sens Cap.
MBh
Coil Airflow
cfm
AREAS
Enter DB/WB/HR
°F
°F
gr/lb
Main Clg
Aux Clg
5.2
0.0
62.3
0.0
43.2
0.0
2,117
0
77.4
0.0
64.2
0.0
71.3
0.0
Opt Vent
0.0
0.0
0.0
0
0.0
0.0
0.0
Total
5.2
62.3
Leave DB/WB/HR
°F
°F
gr/lb
58.1 54.4
0.0 0.0
0.0
0.0
58.9
0.0
0.0
Gross Total
214180
Dataset Name:
214180 PEEDEE.TRC
Heating
85.6
70.0
70.0
63.8
0.0
0.0
0.0
AIRFLOWS
Cooling
2,117
Heating
2,117
Terminal
Main Fan
2,117
2,117
2,117
2,117
Sec Fan
Nom Vent
AHU Vent
Infil
MinStop/Rh
Return
Exhaust
Rm Exh
Auxiliary
Leakage Dwn
Leakage Ups
0
273
273
0
0
2,117
273
0
0
0
0
0
284
284
0
0
2,117
284
0
0
0
0
Diffuser
ENGINEERING CKS
% OA
cfm/ft²
cfm/ton
ft²/ton
Btu/hr·ft²
No. People
Cooling
12.9
1.09
407.59
373.64
32.12
22
Heating
13.4
1.09
-25.85
HEATING COIL SELECTION
Glass
ft²
(%)
Capacity Coil Airflow
MBh
cfm
-50.2
0.0
Ent
°F
2,117 63.8
0 0.0
Lvg
°F
Floor
Part
1,941
0
Main Htg
Aux Htg
Int Door
ExFlr
Roof
Wall
0
11
1,930
2,176
Preheat
0.0
0
0.0
0.0
0
199
0
9
Humidif
Opt Vent
0.0
0.0
0
0
0.0
0.0
0.0
0.0
42
0
0
Total
Ext Door
Project Name:
Cooling
58.1
75.0
75.6
77.4
0.0
0.0
0.0
SADB
Ra Plenum
Return
Ret/OA
Fn MtrTD
Fn BldTD
Fn Frict
85.6
0.0
-50.2
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
53
Alternative - 2 System Checksums Report Page 3 of 3
Room Checksums
By WILEYWILSON
101 - Entry
COOLING COIL PEAK
Peaked at Time:
Outside Air:
CLG SPACE PEAK
Mo/Hr: 11 / 16
OADB/WB/HR: 74 / 56 / 39
Space
Sens. + Lat.
Plenum
Sens. + Lat
Btu/h
Btu/h
0
0
53
1,421
-50
108
0
0
0
0
1,532
0
0
0
0
0
0
Percent
Of Total
(%)
Space
Sensible
Btu/h
Percent
Of Total
(%)
0
0
0
53
1,421
-50
108
0
0
0
0
1,532
0
0
5
124
-4
9
0
0
0
0
134
0
0
18
1,737
-247
83
0
0
0
0
1,591
0
0
1
95
-13
5
0
0
0
0
87
Lights
People
Misc
238
0
0
60
0
0
298
0
0
26
0
0
238
0
0
13
0
0
Sub Total ==>
238
60
298
26
238
13
0
0
0
0
0
0
-62
0
0
0
-2
4
0
0
0
0
0
0
0
0
0
-709
0
0
0
-23
49
0
0
0
0
1,770
36
1,146
100.00
1,829
Total Capacity
ton
MBh
Sens Cap.
MBh
Coil Airflow
cfm
0
TEMPERATURES
Mo/Hr: Heating Design
OADB: 24
Net
Total
Btu/h
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
Glass Solar
Glass/Door Cond
Wall Cond
Partition/Door
Floor
Adjacent Floor
Infiltration
Sub Total ==>
HEATING COIL PEAK
Mo/Hr: 12 / 16
OADB: 62
Space Peak
Space Sens
Btu/h
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
Glass Solar
Glass/Door Cond
Wall Cond
Partition/Door
Floor
Adjacent Floor
Infiltration
Sub Total ==>
Coil Peak Percent
Tot Sens Of Total
Btu/h
(%)
0
0
-116
0
-824
-116
0
0
0
0
-1,055
0
0
-116
0
-824
-116
0
0
0
0
-1,055
0.00
0.00
4.30
0.00
30.64
4.30
0.00
0.00
0.00
0.00
39.24
Lights
People
Misc
0
0
0
0
0
0
0.00
0.00
0.00
Sub Total ==>
0
0
0.00
0 Ceiling Load
0 Ventilation Load
0 Adj Air Trans Heat
Ov/Undr Sizing
0 Exhaust Heat
OA Preheat Diff.
RA Preheat Diff.
Additional Reheat
System Plenum Heat
Underflr Sup Ht Pkup
Supply Air Leakage
0
0
0
0
0
-1,634
0
0
0
0
0
0
0
0
0
0.00
60.76
0
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
-2,689
100.00
Internal Loads
Internal Loads
Ceiling Load
Ventilation Load
Adj Air Trans Heat
Dehumid. Ov Sizing
Ov/Undr Sizing
Exhaust Heat
Sup. Fan Heat
Ret. Fan Heat
Duct Heat Pkup
Underflr Sup Ht Pkup
Supply Air Leakage
Grand Total ==>
0
-23
0
0
0
100.00 Grand Total ==>
-1,055
COOLING COIL SELECTION
Main Clg
Aux Clg
0.2
0.0
1.8
0.0
1.8
0.0
83
0
Opt Vent
0.0
0.0
0.0
0
Total
0.2
1.8
AREAS
Enter DB/WB/HR
°F °F
gr/lb
75.0 60.4
0.0 0.0
0.0
0.0
57.6
0.0
0.0
Leave DB/WB/HR
°F
°F
gr/lb
54.0 52.4
0.0 0.0
0.0
0.0
57.6
0.0
0.0
Gross Total
Cooling
54.6
75.0
75.7
75.0
0.1
0.1
0.4
SADB
Ra Plenum
Return
Ret/OA
Fn MtrTD
Fn BldTD
Fn Frict
Heating
81.8
70.0
70.0
51.7
0.0
0.0
0.0
AIRFLOWS
Cooling
83
Heating
83
Terminal
Main Fan
83
83
83
83
Sec Fan
Nom Vent
AHU Vent
Infil
MinStop/Rh
Return
Exhaust
Rm Exh
Auxiliary
Leakage Dwn
Leakage Ups
0
32
32
0
0
83
32
0
0
0
0
0
32
32
0
0
83
32
0
0
0
0
Diffuser
ENGINEERING CKS
% OA
cfm/ft²
cfm/ton
ft²/ton
Btu/hr·ft²
No. People
Cooling
39.3
0.79
545.12
693.76
17.30
0
Heating
39.3
0.79
-25.61
HEATING COIL SELECTION
Glass
ft²
(%)
Capacity Coil Airflow
MBh
cfm
Ent
°F
Lvg
°F
Floor
Part
105
0
Main Htg
Aux Htg
-2.7
0.0
83 51.7
0 0.0
81.8
0.0
Int Door
ExFlr
Roof
Wall
0
0
105
105
Preheat
-0.2
83 51.7
54.0
0
42
0
40
Humidif
Opt Vent
0.0
0.0
Ext Door
0
0
0
Total
0
0
0.0
0.0
0.0
0.0
-2.7
Project Name:
214180
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
Dataset Name:
214180 PEEDEE.TRC
Alternative - 1 System Checksums Report Page 1 of 38
54
Room Checksums
By WILEYWILSON
102 - Multi-Use Exhibit
COOLING COIL PEAK
Peaked at Time:
Outside Air:
CLG SPACE PEAK
Mo/Hr: 7 / 15
OADB/WB/HR: 92 / 74 / 104
Space
Sens. + Lat.
Plenum
Sens. + Lat
Btu/h
Btu/h
0
0
886
759
466
716
0
0
0
0
2,826
0
0
0
0
0
0
Percent
Of Total
(%)
Space
Sensible
Btu/h
Percent
Of Total
(%)
0
0
0
886
759
466
716
0
0
0
0
2,826
0
0
5
4
2
4
0
0
0
0
15
0
0
886
759
466
716
0
0
0
0
2,826
0
0
10
8
5
8
0
0
0
0
31
Lights
People
Misc
1,999
6,454
897
500
0
0
2,499
6,454
897
13
33
5
1,999
3,254
897
22
36
10
Sub Total ==>
9,350
500
9,850
51
6,150
69
0
0
0
0
0
0
34
0
0
0
-1
1
0
0
0
0
0
0
0
0
0
6,581
0
0
0
-196
240
0
0
0
0
12,176
303
19,301
100.00
8,976
Total Capacity
ton
MBh
Sens Cap.
MBh
Coil Airflow
cfm
0
TEMPERATURES
Mo/Hr: Heating Design
OADB: 24
Net
Total
Btu/h
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
Glass Solar
Glass/Door Cond
Wall Cond
Partition/Door
Floor
Adjacent Floor
Infiltration
Sub Total ==>
HEATING COIL PEAK
Mo/Hr: 7 / 15
OADB: 92
Space Peak
Space Sens
Btu/h
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
Glass Solar
Glass/Door Cond
Wall Cond
Partition/Door
Floor
Adjacent Floor
Infiltration
Sub Total ==>
Coil Peak Percent
Tot Sens Of Total
Btu/h
(%)
0
0
-671
0
-1,621
-1,115
0
0
0
0
-3,407
0
0
-671
0
-1,621
-1,115
0
0
0
0
-3,407
0.00
0.00
5.09
0.00
12.28
8.45
0.00
0.00
0.00
0.00
25.82
Lights
People
Misc
0
0
0
0
0
0
0.00
0.00
0.00
Sub Total ==>
0
0
0.00
0
0
0
-1,771
0
-8,018
0
-1,771
0
0
0
0
0
0
0
0.00
60.76
0
13.42
0.00
0.00
0.00
0.00
0.00
0.00
0.00
-13,196
100.00
Internal Loads
Internal Loads
Ceiling Load
Ventilation Load
Adj Air Trans Heat
Dehumid. Ov Sizing
Ov/Undr Sizing
Exhaust Heat
Sup. Fan Heat
Ret. Fan Heat
Duct Heat Pkup
Underflr Sup Ht Pkup
Supply Air Leakage
Grand Total ==>
0
-196
0
0
0 Ceiling Load
0 Ventilation Load
0 Adj Air Trans Heat
Ov/Undr Sizing
0 Exhaust Heat
OA Preheat Diff.
RA Preheat Diff.
Additional Reheat
System Plenum Heat
Underflr Sup Ht Pkup
Supply Air Leakage
0
100.00 Grand Total ==>
-5,178
COOLING COIL SELECTION
Main Clg
Aux Clg
1.6
0.0
19.3
0.0
12.4
0.0
405
0
Opt Vent
0.0
0.0
0.0
0
Total
1.6
19.3
AREAS
Enter DB/WB/HR
°F °F
gr/lb
82.2 68.0
0.0 0.0
0.0
0.0
83.1
0.0
0.0
Leave DB/WB/HR
°F
°F
gr/lb
54.0 52.5
0.0 0.0
0.0
0.0
58.3
0.0
0.0
Gross Total
Cooling
54.6
75.0
76.1
82.2
0.1
0.1
0.4
SADB
Ra Plenum
Return
Ret/OA
Fn MtrTD
Fn BldTD
Fn Frict
Heating
81.8
70.0
70.0
51.7
0.0
0.0
0.0
AIRFLOWS
Cooling
405
Heating
405
Terminal
Main Fan
405
405
405
405
Sec Fan
Nom Vent
AHU Vent
Infil
MinStop/Rh
Return
Exhaust
Rm Exh
Auxiliary
Leakage Dwn
Leakage Ups
0
159
159
0
0
405
159
0
0
0
0
0
159
159
0
0
405
159
0
0
0
0
Diffuser
ENGINEERING CKS
% OA
cfm/ft²
cfm/ton
ft²/ton
Btu/hr·ft²
No. People
Cooling
39.3
0.66
251.70
379.26
31.64
16
Heating
39.3
0.66
-21.63
HEATING COIL SELECTION
Glass
ft²
(%)
Capacity Coil Airflow
MBh
cfm
Ent
°F
Lvg
°F
Floor
Part
610
0
Main Htg
Aux Htg
-13.2
0.0
405 51.7
0 0.0
81.8
0.0
Int Door
ExFlr
Roof
Wall
0
0
610
653
Preheat
-1.0
405 51.7
54.0
0
45
0
7
Humidif
Opt Vent
0.0
0.0
Ext Door
21
0
0
Total
0
0
0.0
0.0
0.0
0.0
-13.2
Project Name:
214180
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
Dataset Name:
214180 PEEDEE.TRC
Alternative - 1 System Checksums Report Page 2 of 38
55
Room Checksums
By WILEYWILSON
103 - Hall
COOLING COIL PEAK
Peaked at Time:
Outside Air:
CLG SPACE PEAK
Mo/Hr: 7 / 15
OADB/WB/HR: 92 / 74 / 104
Space
Sens. + Lat.
Plenum
Sens. + Lat
Btu/h
Btu/h
0
0
125
0
0
0
0
0
0
0
125
0
0
0
0
0
0
Percent
Of Total
(%)
Space
Sensible
Btu/h
Percent
Of Total
(%)
0
0
0
125
0
0
0
0
0
0
0
125
0
0
20
0
0
0
0
0
0
0
20
0
0
127
0
0
0
0
0
0
0
127
0
0
38
0
0
0
0
0
0
0
38
Lights
People
Misc
194
0
0
49
0
0
243
0
0
39
0
0
208
0
0
62
0
0
Sub Total ==>
194
49
243
39
208
62
0
0
0
0
0
0
41
0
0
0
-3
1
0
0
0
0
0
0
0
0
0
255
0
0
0
-17
9
0
0
0
0
320
32
616
100.00
335
Total Capacity
ton
MBh
Sens Cap.
MBh
Coil Airflow
cfm
0
TEMPERATURES
Mo/Hr: Heating Design
OADB: 24
Net
Total
Btu/h
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
Glass Solar
Glass/Door Cond
Wall Cond
Partition/Door
Floor
Adjacent Floor
Infiltration
Sub Total ==>
HEATING COIL PEAK
Mo/Hr: 7 / 17
OADB: 90
Space Peak
Space Sens
Btu/h
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
Glass Solar
Glass/Door Cond
Wall Cond
Partition/Door
Floor
Adjacent Floor
Infiltration
Sub Total ==>
Coil Peak Percent
Tot Sens Of Total
Btu/h
(%)
0
0
-95
0
0
0
0
0
0
0
-95
0
0
-95
0
0
0
0
0
0
0
-95
0.00
0.00
17.91
0.00
0.00
0.00
0.00
0.00
0.00
0.00
17.91
Lights
People
Misc
0
0
0
0
0
0
0.00
0.00
0.00
Sub Total ==>
0
0
0.00
0
0
0
-173
0
-260
0
-173
0
0
0
0
0
0
0
0.00
49.24
0
32.84
0.00
0.00
0.00
0.00
0.00
0.00
0.00
-528
100.00
Internal Loads
Internal Loads
Ceiling Load
Ventilation Load
Adj Air Trans Heat
Dehumid. Ov Sizing
Ov/Undr Sizing
Exhaust Heat
Sup. Fan Heat
Ret. Fan Heat
Duct Heat Pkup
Underflr Sup Ht Pkup
Supply Air Leakage
Grand Total ==>
0
-17
0
0
0 Ceiling Load
0 Ventilation Load
0 Adj Air Trans Heat
Ov/Undr Sizing
0 Exhaust Heat
OA Preheat Diff.
RA Preheat Diff.
Additional Reheat
System Plenum Heat
Underflr Sup Ht Pkup
Supply Air Leakage
0
100.00 Grand Total ==>
-268
COOLING COIL SELECTION
Main Clg
Aux Clg
0.1
0.0
0.6
0.0
0.5
0.0
15
0
Opt Vent
0.0
0.0
0.0
0
Total
0.1
0.6
AREAS
Enter DB/WB/HR
°F °F
gr/lb
82.6 66.3
0.0 0.0
0.0
0.0
73.5
0.0
0.0
Leave DB/WB/HR
°F
°F
gr/lb
54.0 52.8
0.0 0.0
0.0
0.0
59.2
0.0
0.0
Gross Total
Cooling
54.6
75.0
78.0
82.6
0.1
0.1
0.4
SADB
Ra Plenum
Return
Ret/OA
Fn MtrTD
Fn BldTD
Fn Frict
Heating
86.4
70.0
70.0
54.1
0.0
0.0
0.0
AIRFLOWS
Cooling
15
Heating
15
Terminal
Main Fan
15
15
15
15
Sec Fan
Nom Vent
AHU Vent
Infil
MinStop/Rh
Return
Exhaust
Rm Exh
Auxiliary
Leakage Dwn
Leakage Ups
0
5
5
0
0
15
5
0
0
0
0
0
5
5
0
0
15
5
0
0
0
0
Diffuser
ENGINEERING CKS
% OA
cfm/ft²
cfm/ton
ft²/ton
Btu/hr·ft²
No. People
Cooling
34.2
0.18
293.90
1,674.95
7.16
0
Heating
34.2
0.18
-6.14
HEATING COIL SELECTION
Glass
ft²
(%)
Capacity Coil Airflow
MBh
cfm
Ent
°F
15 54.1
0 0.0
Lvg
°F
Floor
Part
86
0
Main Htg
Aux Htg
-0.5
0.0
86.4
0.0
Int Door
ExFlr
Roof
Wall
0
0
86
0
Preheat
0.0
0
0.0
0.0
0
0
0
0
Humidif
Opt Vent
0.0
0.0
0
0
0.0
0.0
0.0
0.0
Ext Door
0
0
0
Total
-0.5
Project Name:
214180
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
Dataset Name:
214180 PEEDEE.TRC
Alternative - 1 System Checksums Report Page 3 of 38
56
Room Checksums
By WILEYWILSON
104 - Reception
COOLING COIL PEAK
Peaked at Time:
Outside Air:
CLG SPACE PEAK
Mo/Hr: 7 / 15
OADB/WB/HR: 92 / 74 / 104
Space
Sens. + Lat.
Plenum
Sens. + Lat
Btu/h
Btu/h
0
0
150
226
159
280
0
0
0
0
816
0
0
0
0
0
0
Percent
Of Total
(%)
Space
Sensible
Btu/h
Percent
Of Total
(%)
0
0
0
150
226
159
280
0
0
0
0
816
0
0
5
8
6
10
0
0
0
0
29
0
0
152
214
153
255
0
0
0
0
773
0
0
7
11
8
13
0
0
0
0
38
226
427
732
56
0
0
282
427
732
10
15
26
242
234
778
12
12
38
1,384
56
1,440
50
1,254
62
0
0
0
0
0
0
19
0
0
0
0
2
0
0
0
0
0
0
0
0
0
556
0
0
0
-7
54
0
0
0
0
2,200
49
2,860
100.00
2,027
Total Capacity
ton
MBh
Sens Cap.
MBh
Coil Airflow
cfm
0
TEMPERATURES
Mo/Hr: Heating Design
OADB: 24
Net
Total
Btu/h
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
Glass Solar
Glass/Door Cond
Wall Cond
Partition/Door
Floor
Adjacent Floor
Infiltration
Sub Total ==>
HEATING COIL PEAK
Mo/Hr: 7 / 17
OADB: 90
Space Peak
Space Sens
Btu/h
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
Glass Solar
Glass/Door Cond
Wall Cond
Partition/Door
Floor
Adjacent Floor
Infiltration
Sub Total ==>
Coil Peak Percent
Tot Sens Of Total
Btu/h
(%)
0
0
-114
0
-550
-391
0
0
0
0
-1,055
0
0
-114
0
-550
-391
0
0
0
0
-1,055
0.00
0.00
5.22
0.00
25.10
17.83
0.00
0.00
0.00
0.00
48.15
Lights
People
Misc
0
0
0
0
0
0
0.00
0.00
0.00
Sub Total ==>
0
0
0.00
0
0
0
-569
0
-567
0
-569
0
0
0
0
0
0
0
0.00
25.86
0
25.98
0.00
0.00
0.00
0.00
0.00
0.00
0.00
-2,191
100.00
Internal Loads
Internal Loads
Lights
People
Misc
Sub Total ==>
Ceiling Load
Ventilation Load
Adj Air Trans Heat
Dehumid. Ov Sizing
Ov/Undr Sizing
Exhaust Heat
Sup. Fan Heat
Ret. Fan Heat
Duct Heat Pkup
Underflr Sup Ht Pkup
Supply Air Leakage
Grand Total ==>
0
-7
0
0
0 Ceiling Load
0 Ventilation Load
0 Adj Air Trans Heat
Ov/Undr Sizing
0 Exhaust Heat
OA Preheat Diff.
RA Preheat Diff.
Additional Reheat
System Plenum Heat
Underflr Sup Ht Pkup
Supply Air Leakage
0
100.00 Grand Total ==>
-1,624
COOLING COIL SELECTION
Main Clg
Aux Clg
0.2
0.0
2.9
0.0
2.3
0.0
91
0
Opt Vent
0.0
0.0
0.0
0
Total
0.2
2.9
AREAS
Enter DB/WB/HR
°F °F
gr/lb
77.5 62.6
0.0 0.0
0.0
0.0
63.3
0.0
0.0
Leave DB/WB/HR
°F
°F
gr/lb
54.0 51.6
0.0 0.0
0.0
0.0
54.8
0.0
0.0
Gross Total
Cooling
54.6
75.0
75.6
77.5
0.1
0.1
0.4
SADB
Ra Plenum
Return
Ret/OA
Fn MtrTD
Fn BldTD
Fn Frict
Heating
86.4
70.0
70.0
64.3
0.0
0.0
0.0
AIRFLOWS
Cooling
91
Heating
91
Terminal
Main Fan
91
91
91
91
Sec Fan
Nom Vent
AHU Vent
Infil
MinStop/Rh
Return
Exhaust
Rm Exh
Auxiliary
Leakage Dwn
Leakage Ups
0
11
11
0
0
91
11
0
0
0
0
0
11
11
0
0
91
11
0
0
0
0
Diffuser
ENGINEERING CKS
% OA
cfm/ft²
cfm/ton
ft²/ton
Btu/hr·ft²
No. People
Cooling
12.3
0.88
383.55
436.34
27.50
1
Heating
12.3
0.88
-21.06
HEATING COIL SELECTION
Glass
ft²
(%)
Capacity Coil Airflow
MBh
cfm
Ent
°F
Floor
Part
104
0
Main Htg
Aux Htg
-2.2
0.0
Int Door
ExFlr
Roof
Wall
0
0
104
241
Preheat
0.0
0
0.0
0.0
0
28
0
12
Humidif
Opt Vent
0.0
0.0
0
0
0.0
0.0
0.0
0.0
Ext Door
0
0
0
Total
91 64.3
0 0.0
Lvg
°F
86.4
0.0
-2.2
Project Name:
214180
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
Dataset Name:
214180 PEEDEE.TRC
Alternative - 1 System Checksums Report Page 4 of 38
57
Room Checksums
By WILEYWILSON
105 - Storage
COOLING COIL PEAK
Peaked at Time:
Outside Air:
CLG SPACE PEAK
Mo/Hr: 8 / 17
OADB/WB/HR: 88 / 72 / 99
Space
Sens. + Lat.
Plenum
Sens. + Lat
Btu/h
Btu/h
0
0
44
0
0
196
0
0
0
0
239
0
0
0
0
0
0
Percent
Of Total
(%)
Space
Sensible
Btu/h
Percent
Of Total
(%)
0
0
0
44
0
0
196
0
0
0
0
239
0
0
13
0
0
57
0
0
0
0
70
0
0
44
0
0
196
0
0
0
0
239
0
0
14
0
0
62
0
0
0
0
76
Lights
People
Misc
76
0
0
19
0
0
95
0
0
28
0
0
76
0
0
24
0
0
Sub Total ==>
76
19
95
28
76
24
0
0
0
0
0
0
0
0
0
0
0
2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
8
0
0
0
0
315
19
343
100.00
315
Total Capacity
ton
MBh
Sens Cap.
MBh
Coil Airflow
cfm
0
TEMPERATURES
Mo/Hr: Heating Design
OADB: 24
Net
Total
Btu/h
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
Glass Solar
Glass/Door Cond
Wall Cond
Partition/Door
Floor
Adjacent Floor
Infiltration
Sub Total ==>
HEATING COIL PEAK
Mo/Hr: 8 / 17
OADB: 88
Space Peak
Space Sens
Btu/h
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
Glass Solar
Glass/Door Cond
Wall Cond
Partition/Door
Floor
Adjacent Floor
Infiltration
Sub Total ==>
Coil Peak Percent
Tot Sens Of Total
Btu/h
(%)
0
0
-36
0
0
-216
0
0
0
0
-253
0
0
-36
0
0
-216
0
0
0
0
-253
0.00
0.00
10.30
0.00
0.00
61.39
0.00
0.00
0.00
0.00
71.69
Lights
People
Misc
0
0
0
0
0
0
0.00
0.00
0.00
Sub Total ==>
0
0
0.00
0 Ceiling Load
0 Ventilation Load
0 Adj Air Trans Heat
Ov/Undr Sizing
0 Exhaust Heat
OA Preheat Diff.
RA Preheat Diff.
Additional Reheat
System Plenum Heat
Underflr Sup Ht Pkup
Supply Air Leakage
0
0
0
0
0
-100
0
0
0
0
0
0
0
0
0
0.00
28.31
0
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
-353
100.00
Internal Loads
Internal Loads
Ceiling Load
Ventilation Load
Adj Air Trans Heat
Dehumid. Ov Sizing
Ov/Undr Sizing
Exhaust Heat
Sup. Fan Heat
Ret. Fan Heat
Duct Heat Pkup
Underflr Sup Ht Pkup
Supply Air Leakage
Grand Total ==>
0
0
0
0
0
100.00 Grand Total ==>
-253
COOLING COIL SELECTION
Main Clg
Aux Clg
0.0
0.0
0.3
0.0
0.3
0.0
14
0
Opt Vent
0.0
0.0
0.0
0
Total
0.0
0.3
AREAS
Enter DB/WB/HR
°F °F
gr/lb
76.2 60.9
0.0 0.0
0.0
0.0
57.6
0.0
0.0
Leave DB/WB/HR
°F
°F
gr/lb
54.0 52.3
0.0 0.0
0.0
0.0
57.5
0.0
0.0
Gross Total
Cooling
54.6
75.0
76.2
76.2
0.1
0.1
0.4
SADB
Ra Plenum
Return
Ret/OA
Fn MtrTD
Fn BldTD
Fn Frict
Heating
86.4
70.0
70.0
63.5
0.0
0.0
0.0
AIRFLOWS
Cooling
14
Heating
14
Terminal
Main Fan
14
14
14
14
Sec Fan
Nom Vent
AHU Vent
Infil
MinStop/Rh
Return
Exhaust
Rm Exh
Auxiliary
Leakage Dwn
Leakage Ups
0
0
0
0
0
14
0
0
0
0
0
0
2
2
0
0
14
2
0
0
0
0
Diffuser
ENGINEERING CKS
% OA
cfm/ft²
cfm/ton
ft²/ton
Btu/hr·ft²
No. People
Cooling
0.0
0.43
497.93
1,154.94
10.39
0
Heating
13.9
0.43
-10.68
HEATING COIL SELECTION
Glass
ft²
(%)
Capacity Coil Airflow
MBh
cfm
Ent
°F
33
0
Main Htg
Aux Htg
-0.4
0.0
Int Door
ExFlr
Roof
Wall
0
0
33
118
Preheat
0.0
0
0.0
0.0
0
0
0
0
Humidif
Opt Vent
0.0
0.0
0
0
0.0
0.0
0.0
0.0
Ext Door
0
0
0
Total
Floor
Part
14 63.5
0 0.0
Lvg
°F
86.4
0.0
-0.4
Project Name:
214180
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
Dataset Name:
214180 PEEDEE.TRC
Alternative - 1 System Checksums Report Page 5 of 38
58
Room Checksums
By WILEYWILSON
106 - IT Room
COOLING COIL PEAK
Peaked at Time:
Outside Air:
CLG SPACE PEAK
Mo/Hr: 7 / 17
OADB/WB/HR: 90 / 73 / 98
Space
Sens. + Lat.
Plenum
Sens. + Lat
Btu/h
Btu/h
0
0
47
0
0
121
0
0
0
0
168
0
0
0
0
0
0
Percent
Of Total
(%)
Space
Sensible
Btu/h
Percent
Of Total
(%)
0
0
0
47
0
0
121
0
0
0
0
168
0
0
1
0
0
4
0
0
0
0
5
0
0
47
0
0
121
0
0
0
0
168
0
0
1
0
0
4
0
0
0
0
5
Lights
People
Misc
75
0
3,112
19
0
0
93
0
3,112
3
0
90
75
0
3,112
2
0
93
Sub Total ==>
3,187
19
3,205
93
3,187
95
0
0
0
0
0
0
0
0
0
0
0
3
0
0
0
0
0
0
0
0
0
0
0
0
0
0
90
0
0
0
0
3,355
19
3,463
100.00
3,355
Total Capacity
ton
MBh
Sens Cap.
MBh
Coil Airflow
cfm
0
TEMPERATURES
Mo/Hr: Heating Design
OADB: 24
Net
Total
Btu/h
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
Glass Solar
Glass/Door Cond
Wall Cond
Partition/Door
Floor
Adjacent Floor
Infiltration
Sub Total ==>
HEATING COIL PEAK
Mo/Hr: 7 / 17
OADB: 90
Space Peak
Space Sens
Btu/h
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
Glass Solar
Glass/Door Cond
Wall Cond
Partition/Door
Floor
Adjacent Floor
Infiltration
Sub Total ==>
Coil Peak Percent
Tot Sens Of Total
Btu/h
(%)
0
0
-35
0
0
-116
0
0
0
0
-151
0
0
-35
0
0
-116
0
0
0
0
-151
0.00
0.00
1.26
0.00
0.00
4.15
0.00
0.00
0.00
0.00
5.41
Lights
People
Misc
0
0
0
0
0
0
0.00
0.00
0.00
Sub Total ==>
0
0
0.00
0
0
0
-2,537
0
-97
0
-2,537
0
0
0
0
0
0
0
0.00
3.48
0
91.11
0.00
0.00
0.00
0.00
0.00
0.00
0.00
-2,785
100.00
Internal Loads
Internal Loads
Ceiling Load
Ventilation Load
Adj Air Trans Heat
Dehumid. Ov Sizing
Ov/Undr Sizing
Exhaust Heat
Sup. Fan Heat
Ret. Fan Heat
Duct Heat Pkup
Underflr Sup Ht Pkup
Supply Air Leakage
Grand Total ==>
0
0
0
0
0 Ceiling Load
0 Ventilation Load
0 Adj Air Trans Heat
Ov/Undr Sizing
0 Exhaust Heat
OA Preheat Diff.
RA Preheat Diff.
Additional Reheat
System Plenum Heat
Underflr Sup Ht Pkup
Supply Air Leakage
0
100.00 Grand Total ==>
-2,688
COOLING COIL SELECTION
Main Clg
Aux Clg
0.3
0.0
3.5
0.0
3.5
0.0
151
0
Opt Vent
0.0
0.0
0.0
0
Total
0.3
3.5
AREAS
Enter DB/WB/HR
°F °F
gr/lb
75.1 60.5
0.0 0.0
0.0
0.0
57.6
0.0
0.0
Leave DB/WB/HR
°F
°F
gr/lb
54.0 52.3
0.0 0.0
0.0
0.0
57.5
0.0
0.0
Gross Total
Cooling
54.6
75.0
75.1
75.1
0.1
0.1
0.4
SADB
Ra Plenum
Return
Ret/OA
Fn MtrTD
Fn BldTD
Fn Frict
Heating
86.4
70.0
70.0
69.4
0.0
0.0
0.0
AIRFLOWS
Cooling
151
Heating
151
Terminal
Main Fan
151
151
151
151
Sec Fan
Nom Vent
AHU Vent
Infil
MinStop/Rh
Return
Exhaust
Rm Exh
Auxiliary
Leakage Dwn
Leakage Ups
0
0
0
0
0
151
0
0
0
0
0
0
2
2
0
0
151
2
0
0
0
0
Diffuser
ENGINEERING CKS
% OA
cfm/ft²
cfm/ton
ft²/ton
Btu/hr·ft²
No. People
Cooling
0.0
4.73
524.29
110.89
108.22
0
Heating
1.3
4.73
-87.02
HEATING COIL SELECTION
Glass
ft²
(%)
Capacity Coil Airflow
MBh
cfm
Ent
°F
151 69.4
0 0.0
Lvg
°F
Floor
Part
32
0
Main Htg
Aux Htg
-2.8
0.0
86.4
0.0
Int Door
ExFlr
Roof
Wall
0
0
32
63
Preheat
0.0
0
0.0
0.0
0
0
0
0
Humidif
Opt Vent
0.0
0.0
0
0
0.0
0.0
0.0
0.0
Ext Door
0
0
0
Total
-2.8
Project Name:
214180
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
Dataset Name:
214180 PEEDEE.TRC
Alternative - 1 System Checksums Report Page 6 of 38
59
Room Checksums
By WILEYWILSON
107 - LE Office
COOLING COIL PEAK
Peaked at Time:
Outside Air:
CLG SPACE PEAK
Mo/Hr: 7 / 17
OADB/WB/HR: 90 / 73 / 98
Space
Sens. + Lat.
Plenum
Sens. + Lat
Btu/h
Btu/h
0
0
167
977
153
260
0
0
0
0
1,557
0
0
0
0
0
0
Percent
Of Total
(%)
Space
Sensible
Btu/h
Percent
Of Total
(%)
0
0
0
167
977
153
260
0
0
0
0
1,557
0
0
5
26
4
7
0
0
0
0
42
0
0
167
977
153
260
0
0
0
0
1,557
0
0
6
34
5
9
0
0
0
0
55
266
434
779
67
0
0
333
434
779
9
12
21
266
234
779
9
8
27
1,479
67
1,546
42
1,279
45
0
0
0
0
0
0
14
0
0
0
0
2
0
0
0
0
0
0
0
0
0
516
0
0
0
-6
76
0
0
0
0
3,036
60
3,689
100.00
2,836
Total Capacity
ton
MBh
Sens Cap.
MBh
Coil Airflow
cfm
0
TEMPERATURES
Mo/Hr: Heating Design
OADB: 24
Net
Total
Btu/h
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
Glass Solar
Glass/Door Cond
Wall Cond
Partition/Door
Floor
Adjacent Floor
Infiltration
Sub Total ==>
HEATING COIL PEAK
Mo/Hr: 7 / 17
OADB: 90
Space Peak
Space Sens
Btu/h
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
Glass Solar
Glass/Door Cond
Wall Cond
Partition/Door
Floor
Adjacent Floor
Infiltration
Sub Total ==>
Coil Peak Percent
Tot Sens Of Total
Btu/h
(%)
0
0
-125
0
-550
-367
0
0
0
0
-1,042
0
0
-125
0
-550
-367
0
0
0
0
-1,042
0.00
0.00
4.37
0.00
19.16
12.78
0.00
0.00
0.00
0.00
36.31
Lights
People
Misc
0
0
0
0
0
0
0.00
0.00
0.00
Sub Total ==>
0
0
0.00
0
0
0
-1,231
0
-597
0
-1,231
0
0
0
0
0
0
0
0.00
20.80
0
42.89
0.00
0.00
0.00
0.00
0.00
0.00
0.00
-2,870
100.00
Internal Loads
Internal Loads
Lights
People
Misc
Sub Total ==>
Ceiling Load
Ventilation Load
Adj Air Trans Heat
Dehumid. Ov Sizing
Ov/Undr Sizing
Exhaust Heat
Sup. Fan Heat
Ret. Fan Heat
Duct Heat Pkup
Underflr Sup Ht Pkup
Supply Air Leakage
Grand Total ==>
0
-6
0
0
0 Ceiling Load
0 Ventilation Load
0 Adj Air Trans Heat
Ov/Undr Sizing
0 Exhaust Heat
OA Preheat Diff.
RA Preheat Diff.
Additional Reheat
System Plenum Heat
Underflr Sup Ht Pkup
Supply Air Leakage
0
100.00 Grand Total ==>
-2,273
COOLING COIL SELECTION
Main Clg
Aux Clg
0.3
0.0
3.7
0.0
3.2
0.0
128
0
Opt Vent
0.0
0.0
0.0
0
Total
0.3
3.7
AREAS
Enter DB/WB/HR
°F °F
gr/lb
76.8 61.9
0.0 0.0
0.0
0.0
61.4
0.0
0.0
Leave DB/WB/HR
°F
°F
gr/lb
54.0 51.7
0.0 0.0
0.0
0.0
55.3
0.0
0.0
Gross Total
Cooling
54.6
75.0
75.5
76.8
0.1
0.1
0.4
SADB
Ra Plenum
Return
Ret/OA
Fn MtrTD
Fn BldTD
Fn Frict
Heating
86.4
70.0
70.0
65.7
0.0
0.0
0.0
AIRFLOWS
Cooling
128
Heating
128
Terminal
Main Fan
128
128
128
128
Sec Fan
Nom Vent
AHU Vent
Infil
MinStop/Rh
Return
Exhaust
Rm Exh
Auxiliary
Leakage Dwn
Leakage Ups
0
12
12
0
0
128
12
0
0
0
0
0
12
12
0
0
128
12
0
0
0
0
Diffuser
ENGINEERING CKS
% OA
cfm/ft²
cfm/ton
ft²/ton
Btu/hr·ft²
No. People
Cooling
9.3
1.12
416.17
370.87
32.36
1
Heating
9.3
1.12
-25.17
HEATING COIL SELECTION
Glass
ft²
(%)
Capacity Coil Airflow
MBh
cfm
Ent
°F
Floor
Part
114
0
Main Htg
Aux Htg
-2.9
0.0
Int Door
ExFlr
Roof
Wall
0
0
114
228
Preheat
0.0
0
0.0
0.0
0
28
0
12
Humidif
Opt Vent
0.0
0.0
0
0
0.0
0.0
0.0
0.0
Ext Door
0
0
0
Total
128 65.7
0 0.0
Lvg
°F
86.4
0.0
-2.9
Project Name:
214180
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
Dataset Name:
214180 PEEDEE.TRC
Alternative - 1 System Checksums Report Page 7 of 38
60
Room Checksums
By WILEYWILSON
108 - Closet
COOLING COIL PEAK
Peaked at Time:
Outside Air:
CLG SPACE PEAK
Mo/Hr: 7 / 18
OADB/WB/HR: 88 / 71 / 92
Space
Sens. + Lat.
Plenum
Sens. + Lat
Btu/h
Btu/h
0
0
17
0
0
54
0
0
0
0
71
0
0
0
0
0
0
Percent
Of Total
(%)
Space
Sensible
Btu/h
Percent
Of Total
(%)
0
0
0
17
0
0
54
0
0
0
0
71
0
0
16
0
0
49
0
0
0
0
65
0
0
17
0
0
54
0
0
0
0
71
0
0
18
0
0
54
0
0
0
0
72
Lights
People
Misc
28
0
0
7
0
0
35
0
0
32
0
0
28
0
0
28
0
0
Sub Total ==>
28
7
35
32
28
28
0
0
0
0
0
0
0
0
0
0
0
2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
3
0
0
0
0
99
7
109
100.00
99
Total Capacity
ton
MBh
Sens Cap.
MBh
Coil Airflow
cfm
0
TEMPERATURES
Mo/Hr: Heating Design
OADB: 24
Net
Total
Btu/h
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
Glass Solar
Glass/Door Cond
Wall Cond
Partition/Door
Floor
Adjacent Floor
Infiltration
Sub Total ==>
HEATING COIL PEAK
Mo/Hr: 7 / 18
OADB: 88
Space Peak
Space Sens
Btu/h
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
Glass Solar
Glass/Door Cond
Wall Cond
Partition/Door
Floor
Adjacent Floor
Infiltration
Sub Total ==>
Coil Peak Percent
Tot Sens Of Total
Btu/h
(%)
0
0
-14
0
0
-46
0
0
0
0
-60
0
0
-14
0
0
-46
0
0
0
0
-60
0.00
0.00
12.04
0.00
0.00
38.61
0.00
0.00
0.00
0.00
50.65
Lights
People
Misc
0
0
0
0
0
0
0.00
0.00
0.00
Sub Total ==>
0
0
0.00
0
0
0
-19
0
-39
0
-19
0
0
0
0
0
0
0
0.00
33.11
0
16.24
0.00
0.00
0.00
0.00
0.00
0.00
0.00
-119
100.00
Internal Loads
Internal Loads
Ceiling Load
Ventilation Load
Adj Air Trans Heat
Dehumid. Ov Sizing
Ov/Undr Sizing
Exhaust Heat
Sup. Fan Heat
Ret. Fan Heat
Duct Heat Pkup
Underflr Sup Ht Pkup
Supply Air Leakage
Grand Total ==>
0
0
0
0
0 Ceiling Load
0 Ventilation Load
0 Adj Air Trans Heat
Ov/Undr Sizing
0 Exhaust Heat
OA Preheat Diff.
RA Preheat Diff.
Additional Reheat
System Plenum Heat
Underflr Sup Ht Pkup
Supply Air Leakage
0
100.00 Grand Total ==>
-79
COOLING COIL SELECTION
Main Clg
Aux Clg
0.0
0.0
0.1
0.0
0.1
0.0
4
0
Opt Vent
0.0
0.0
0.0
0
Total
0.0
0.1
AREAS
Enter DB/WB/HR
°F °F
gr/lb
76.4 61.0
0.0 0.0
0.0
0.0
57.6
0.0
0.0
Leave DB/WB/HR
°F
°F
gr/lb
54.0 52.3
0.0 0.0
0.0
0.0
57.5
0.0
0.0
Gross Total
Cooling
54.6
75.0
76.4
76.4
0.1
0.1
0.4
SADB
Ra Plenum
Return
Ret/OA
Fn MtrTD
Fn BldTD
Fn Frict
Heating
86.4
70.0
70.0
61.9
0.0
0.0
0.0
AIRFLOWS
Cooling
4
Heating
4
Terminal
Main Fan
4
4
4
4
Sec Fan
Nom Vent
AHU Vent
Infil
MinStop/Rh
Return
Exhaust
Rm Exh
Auxiliary
Leakage Dwn
Leakage Ups
0
0
0
0
0
4
0
0
0
0
0
0
1
1
0
0
4
1
0
0
0
0
Diffuser
ENGINEERING CKS
% OA
cfm/ft²
cfm/ton
ft²/ton
Btu/hr·ft²
No. People
Cooling
0.0
0.34
493.27
1,433.88
8.37
0
Heating
17.4
0.34
-9.14
HEATING COIL SELECTION
Glass
ft²
(%)
Capacity Coil Airflow
MBh
cfm
Ent
°F
4 61.9
0 0.0
Lvg
°F
Floor
Part
13
0
Main Htg
Aux Htg
-0.1
0.0
86.4
0.0
Int Door
ExFlr
Roof
Wall
0
0
13
25
Preheat
0.0
0
0.0
0.0
0
0
0
0
Humidif
Opt Vent
0.0
0.0
0
0
0.0
0.0
0.0
0.0
Ext Door
0
0
0
Total
-0.1
Project Name:
214180
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
Dataset Name:
214180 PEEDEE.TRC
Alternative - 1 System Checksums Report Page 8 of 38
61
Room Checksums
By WILEYWILSON
109 - Secure Storage
COOLING COIL PEAK
Peaked at Time:
Outside Air:
CLG SPACE PEAK
Mo/Hr: 7 / 17
OADB/WB/HR: 90 / 73 / 98
Space
Sens. + Lat.
Plenum
Sens. + Lat
Btu/h
Btu/h
0
0
96
0
0
0
0
0
0
0
96
0
0
0
0
0
0
Percent
Of Total
(%)
Space
Sensible
Btu/h
Percent
Of Total
(%)
0
0
0
96
0
0
0
0
0
0
0
96
0
0
32
0
0
0
0
0
0
0
32
0
0
96
0
0
0
0
0
0
0
96
0
0
38
0
0
0
0
0
0
0
38
Lights
People
Misc
157
0
0
39
0
0
196
0
0
66
0
0
157
0
0
62
0
0
Sub Total ==>
157
39
196
66
157
62
0
0
0
0
0
0
0
0
0
0
0
2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
7
0
0
0
0
253
39
299
100.00
253
Total Capacity
ton
MBh
Sens Cap.
MBh
Coil Airflow
cfm
0
TEMPERATURES
Mo/Hr: Heating Design
OADB: 24
Net
Total
Btu/h
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
Glass Solar
Glass/Door Cond
Wall Cond
Partition/Door
Floor
Adjacent Floor
Infiltration
Sub Total ==>
HEATING COIL PEAK
Mo/Hr: 7 / 17
OADB: 90
Space Peak
Space Sens
Btu/h
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
Glass Solar
Glass/Door Cond
Wall Cond
Partition/Door
Floor
Adjacent Floor
Infiltration
Sub Total ==>
Coil Peak Percent
Tot Sens Of Total
Btu/h
(%)
0
0
-72
0
0
0
0
0
0
0
-72
0
0
-72
0
0
0
0
0
0
0
-72
0.00
0.00
17.91
0.00
0.00
0.00
0.00
0.00
0.00
0.00
17.91
Lights
People
Misc
0
0
0
0
0
0
0.00
0.00
0.00
Sub Total ==>
0
0
0.00
0
0
0
-131
0
-197
0
-131
0
0
0
0
0
0
0
0.00
49.24
0
32.84
0.00
0.00
0.00
0.00
0.00
0.00
0.00
-399
100.00
Internal Loads
Internal Loads
Ceiling Load
Ventilation Load
Adj Air Trans Heat
Dehumid. Ov Sizing
Ov/Undr Sizing
Exhaust Heat
Sup. Fan Heat
Ret. Fan Heat
Duct Heat Pkup
Underflr Sup Ht Pkup
Supply Air Leakage
Grand Total ==>
0
0
0
0
0 Ceiling Load
0 Ventilation Load
0 Adj Air Trans Heat
Ov/Undr Sizing
0 Exhaust Heat
OA Preheat Diff.
RA Preheat Diff.
Additional Reheat
System Plenum Heat
Underflr Sup Ht Pkup
Supply Air Leakage
0
100.00 Grand Total ==>
-203
COOLING COIL SELECTION
Main Clg
Aux Clg
0.0
0.0
0.3
0.0
0.3
0.0
11
0
Opt Vent
0.0
0.0
0.0
0
Total
0.0
0.3
AREAS
Enter DB/WB/HR
°F °F
gr/lb
78.2 61.6
0.0 0.0
0.0
0.0
57.6
0.0
0.0
Leave DB/WB/HR
°F
°F
gr/lb
54.0 52.3
0.0 0.0
0.0
0.0
57.5
0.0
0.0
Gross Total
Cooling
54.6
75.0
78.2
78.2
0.1
0.1
0.4
SADB
Ra Plenum
Return
Ret/OA
Fn MtrTD
Fn BldTD
Fn Frict
Heating
86.4
70.0
70.0
54.1
0.0
0.0
0.0
AIRFLOWS
Cooling
11
Heating
11
Terminal
Main Fan
11
11
11
11
Sec Fan
Nom Vent
AHU Vent
Infil
MinStop/Rh
Return
Exhaust
Rm Exh
Auxiliary
Leakage Dwn
Leakage Ups
0
0
0
0
0
11
0
0
0
0
0
0
4
4
0
0
11
4
0
0
0
0
Diffuser
ENGINEERING CKS
% OA
cfm/ft²
cfm/ton
ft²/ton
Btu/hr·ft²
No. People
Cooling
0.0
0.18
457.91
2,609.57
4.60
0
Heating
34.2
0.18
-6.14
HEATING COIL SELECTION
Glass
ft²
(%)
Capacity Coil Airflow
MBh
cfm
Ent
°F
11 54.1
0 0.0
Lvg
°F
Floor
Part
65
0
Main Htg
Aux Htg
-0.4
0.0
86.4
0.0
Int Door
ExFlr
Roof
Wall
0
0
65
0
Preheat
0.0
0
0.0
0.0
0
0
0
0
Humidif
Opt Vent
0.0
0.0
0
0
0.0
0.0
0.0
0.0
Ext Door
0
0
0
Total
-0.4
Project Name:
214180
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
Dataset Name:
214180 PEEDEE.TRC
Alternative - 1 System Checksums Report Page 9 of 38
62
Room Checksums
By WILEYWILSON
110 - Work
COOLING COIL PEAK
Peaked at Time:
Outside Air:
CLG SPACE PEAK
Mo/Hr: 7 / 17
OADB/WB/HR: 90 / 73 / 98
Space
Sens. + Lat.
Plenum
Sens. + Lat
Btu/h
Btu/h
0
0
184
0
0
0
0
0
0
0
184
0
0
0
0
0
0
Percent
Of Total
(%)
Space
Sensible
Btu/h
Percent
Of Total
(%)
0
0
0
184
0
0
0
0
0
0
0
184
0
0
8
0
0
0
0
0
0
0
8
0
0
184
0
0
0
0
0
0
0
184
0
0
12
0
0
0
0
0
0
0
12
302
439
788
76
0
0
378
439
788
16
19
33
302
239
788
20
16
52
1,529
76
1,605
68
1,329
88
0
0
0
0
0
0
23
0
0
0
-1
2
0
0
0
0
0
0
0
0
0
545
0
0
0
-14
40
0
0
0
0
1,713
62
2,360
100.00
1,513
Total Capacity
ton
MBh
Sens Cap.
MBh
Coil Airflow
cfm
0
TEMPERATURES
Mo/Hr: Heating Design
OADB: 24
Net
Total
Btu/h
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
Glass Solar
Glass/Door Cond
Wall Cond
Partition/Door
Floor
Adjacent Floor
Infiltration
Sub Total ==>
HEATING COIL PEAK
Mo/Hr: 7 / 17
OADB: 90
Space Peak
Space Sens
Btu/h
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
Glass Solar
Glass/Door Cond
Wall Cond
Partition/Door
Floor
Adjacent Floor
Infiltration
Sub Total ==>
Coil Peak Percent
Tot Sens Of Total
Btu/h
(%)
0
0
-138
0
0
0
0
0
0
0
-138
0
0
-138
0
0
0
0
0
0
0
-138
0.00
0.00
7.46
0.00
0.00
0.00
0.00
0.00
0.00
0.00
7.46
Lights
People
Misc
0
0
0
0
0
0
0.00
0.00
0.00
Sub Total ==>
0
0
0.00
0
0
0
-1,075
0
-630
0
-1,075
0
0
0
0
0
0
0
0.00
34.19
0
58.34
0.00
0.00
0.00
0.00
0.00
0.00
0.00
-1,843
100.00
Internal Loads
Internal Loads
Lights
People
Misc
Sub Total ==>
Ceiling Load
Ventilation Load
Adj Air Trans Heat
Dehumid. Ov Sizing
Ov/Undr Sizing
Exhaust Heat
Sup. Fan Heat
Ret. Fan Heat
Duct Heat Pkup
Underflr Sup Ht Pkup
Supply Air Leakage
Grand Total ==>
0
-14
0
0
0 Ceiling Load
0 Ventilation Load
0 Adj Air Trans Heat
Ov/Undr Sizing
0 Exhaust Heat
OA Preheat Diff.
RA Preheat Diff.
Additional Reheat
System Plenum Heat
Underflr Sup Ht Pkup
Supply Air Leakage
0
100.00 Grand Total ==>
-1,213
COOLING COIL SELECTION
Main Clg
Aux Clg
0.2
0.0
2.4
0.0
1.8
0.0
68
0
Opt Vent
0.0
0.0
0.0
0
Total
0.2
2.4
Project Name:
214180
Dataset Name:
214180 PEEDEE.TRC
AREAS
Enter DB/WB/HR
°F °F
gr/lb
78.5 63.3
0.0 0.0
0.0
0.0
65.0
0.0
0.0
Leave DB/WB/HR
°F
°F
gr/lb
54.0 51.2
0.0 0.0
0.0
0.0
53.3
0.0
0.0
Gross Total
Cooling
54.6
75.0
76.0
78.5
0.1
0.1
0.4
SADB
Ra Plenum
Return
Ret/OA
Fn MtrTD
Fn BldTD
Fn Frict
Heating
86.4
70.0
70.0
61.5
0.0
0.0
0.0
AIRFLOWS
Cooling
68
Heating
68
Terminal
Main Fan
68
68
68
68
Sec Fan
Nom Vent
AHU Vent
Infil
MinStop/Rh
Return
Exhaust
Rm Exh
Auxiliary
Leakage Dwn
Leakage Ups
0
13
13
0
0
68
13
0
0
0
0
0
13
13
0
0
68
13
0
0
0
0
Diffuser
ENGINEERING CKS
% OA
cfm/ft²
cfm/ton
ft²/ton
Btu/hr·ft²
No. People
Cooling
18.3
0.55
347.02
635.52
18.88
1
Heating
18.3
0.55
-14.74
HEATING COIL SELECTION
Glass
ft²
(%)
Capacity Coil Airflow
MBh
cfm
Ent
°F
68 61.5
0 0.0
Lvg
°F
Floor
Part
125
0
Main Htg
Aux Htg
-1.8
0.0
86.4
0.0
Int Door
ExFlr
Roof
Wall
0
0
125
0
Preheat
0.0
0
0.0
0.0
0
0
0
0
Humidif
Opt Vent
0.0
0.0
0
0
0.0
0.0
0.0
0.0
Ext Door
0
0
0
Total
-1.8
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
63
Alternative - 1 System Checksums Report Page 10 of 38
Room Checksums
By WILEYWILSON
111 - Hall
COOLING COIL PEAK
Peaked at Time:
Outside Air:
CLG SPACE PEAK
Mo/Hr: 7 / 15
OADB/WB/HR: 92 / 74 / 104
Space
Sens. + Lat.
Plenum
Sens. + Lat
Btu/h
Btu/h
0
0
213
0
0
0
0
0
0
0
213
0
0
0
0
0
0
Percent
Of Total
(%)
Space
Sensible
Btu/h
Percent
Of Total
(%)
0
0
0
213
0
0
0
0
0
0
0
213
0
0
20
0
0
0
0
0
0
0
20
0
0
215
0
0
0
0
0
0
0
215
0
0
38
0
0
0
0
0
0
0
38
Lights
People
Misc
330
0
0
83
0
0
413
0
0
39
0
0
353
0
0
62
0
0
Sub Total ==>
330
83
413
39
353
62
0
0
0
0
0
0
41
0
0
0
-3
1
0
0
0
0
0
0
0
0
0
434
0
0
0
-28
15
0
0
0
0
543
54
1,046
100.00
568
Total Capacity
ton
MBh
Sens Cap.
MBh
Coil Airflow
cfm
0
TEMPERATURES
Mo/Hr: Heating Design
OADB: 24
Net
Total
Btu/h
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
Glass Solar
Glass/Door Cond
Wall Cond
Partition/Door
Floor
Adjacent Floor
Infiltration
Sub Total ==>
HEATING COIL PEAK
Mo/Hr: 7 / 17
OADB: 90
Space Peak
Space Sens
Btu/h
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
Glass Solar
Glass/Door Cond
Wall Cond
Partition/Door
Floor
Adjacent Floor
Infiltration
Sub Total ==>
Coil Peak Percent
Tot Sens Of Total
Btu/h
(%)
0
0
-161
0
0
0
0
0
0
0
-161
0
0
-161
0
0
0
0
0
0
0
-161
0.00
0.00
17.91
0.00
0.00
0.00
0.00
0.00
0.00
0.00
17.91
Lights
People
Misc
0
0
0
0
0
0
0.00
0.00
0.00
Sub Total ==>
0
0
0.00
0
0
0
-295
0
-442
0
-295
0
0
0
0
0
0
0
0.00
49.24
0
32.84
0.00
0.00
0.00
0.00
0.00
0.00
0.00
-897
100.00
Internal Loads
Internal Loads
Ceiling Load
Ventilation Load
Adj Air Trans Heat
Dehumid. Ov Sizing
Ov/Undr Sizing
Exhaust Heat
Sup. Fan Heat
Ret. Fan Heat
Duct Heat Pkup
Underflr Sup Ht Pkup
Supply Air Leakage
Grand Total ==>
0
-28
0
0
0 Ceiling Load
0 Ventilation Load
0 Adj Air Trans Heat
Ov/Undr Sizing
0 Exhaust Heat
OA Preheat Diff.
RA Preheat Diff.
Additional Reheat
System Plenum Heat
Underflr Sup Ht Pkup
Supply Air Leakage
0
100.00 Grand Total ==>
-455
COOLING COIL SELECTION
Main Clg
Aux Clg
0.1
0.0
1.1
0.0
0.8
0.0
26
0
Opt Vent
0.0
0.0
0.0
0
Total
0.1
1.1
AREAS
Enter DB/WB/HR
°F °F
gr/lb
82.6 66.3
0.0 0.0
0.0
0.0
73.5
0.0
0.0
Leave DB/WB/HR
°F
°F
gr/lb
54.0 52.8
0.0 0.0
0.0
0.0
59.2
0.0
0.0
Gross Total
Cooling
54.6
75.0
78.0
82.6
0.1
0.1
0.4
SADB
Ra Plenum
Return
Ret/OA
Fn MtrTD
Fn BldTD
Fn Frict
Heating
86.4
70.0
70.0
54.1
0.0
0.0
0.0
AIRFLOWS
Cooling
26
Heating
26
Terminal
Main Fan
26
26
26
26
Sec Fan
Nom Vent
AHU Vent
Infil
MinStop/Rh
Return
Exhaust
Rm Exh
Auxiliary
Leakage Dwn
Leakage Ups
0
9
9
0
0
26
9
0
0
0
0
0
9
9
0
0
26
9
0
0
0
0
Diffuser
ENGINEERING CKS
% OA
cfm/ft²
cfm/ton
ft²/ton
Btu/hr·ft²
No. People
Cooling
34.2
0.18
293.90
1,674.95
7.16
0
Heating
34.2
0.18
-6.14
HEATING COIL SELECTION
Glass
ft²
(%)
Capacity Coil Airflow
MBh
cfm
Ent
°F
26 54.1
0 0.0
Lvg
°F
Floor
Part
146
0
Main Htg
Aux Htg
-0.9
0.0
86.4
0.0
Int Door
ExFlr
Roof
Wall
0
0
146
0
Preheat
0.0
0
0.0
0.0
0
0
0
0
Humidif
Opt Vent
0.0
0.0
0
0
0.0
0.0
0.0
0.0
Ext Door
0
0
0
Total
-0.9
Project Name:
214180
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
Dataset Name:
214180 PEEDEE.TRC
Alternative - 1 System Checksums Report Page 11 of 38
64
Room Checksums
By WILEYWILSON
112 - Mech
COOLING COIL PEAK
Peaked at Time:
Outside Air:
CLG SPACE PEAK
Mo/Hr: 7 / 18
OADB/WB/HR: 88 / 71 / 92
Space
Sens. + Lat.
Plenum
Sens. + Lat
Btu/h
Btu/h
0
0
34
0
0
118
0
0
0
0
151
0
0
0
0
0
0
Percent
Of Total
(%)
Space
Sensible
Btu/h
Percent
Of Total
(%)
0
0
0
34
0
0
118
0
0
0
0
151
0
0
15
0
0
53
0
0
0
0
68
0
0
34
0
0
118
0
0
0
0
151
0
0
16
0
0
57
0
0
0
0
74
Lights
People
Misc
54
0
0
13
0
0
67
0
0
30
0
0
54
0
0
26
0
0
Sub Total ==>
54
13
67
30
54
26
0
0
0
0
0
0
0
0
0
0
0
2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
5
0
0
0
0
205
13
224
100.00
205
Total Capacity
ton
MBh
Sens Cap.
MBh
Coil Airflow
cfm
0
TEMPERATURES
Mo/Hr: Heating Design
OADB: 24
Net
Total
Btu/h
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
Glass Solar
Glass/Door Cond
Wall Cond
Partition/Door
Floor
Adjacent Floor
Infiltration
Sub Total ==>
HEATING COIL PEAK
Mo/Hr: 7 / 18
OADB: 88
Space Peak
Space Sens
Btu/h
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
Glass Solar
Glass/Door Cond
Wall Cond
Partition/Door
Floor
Adjacent Floor
Infiltration
Sub Total ==>
Coil Peak Percent
Tot Sens Of Total
Btu/h
(%)
0
0
-28
0
0
-101
0
0
0
0
-128
0
0
-28
0
0
-101
0
0
0
0
-128
0.00
0.00
11.45
0.00
0.00
42.02
0.00
0.00
0.00
0.00
53.48
Lights
People
Misc
0
0
0
0
0
0
0.00
0.00
0.00
Sub Total ==>
0
0
0.00
0
0
0
-36
0
-76
0
-36
0
0
0
0
0
0
0
0.00
31.49
0
15.03
0.00
0.00
0.00
0.00
0.00
0.00
0.00
-240
100.00
Internal Loads
Internal Loads
Ceiling Load
Ventilation Load
Adj Air Trans Heat
Dehumid. Ov Sizing
Ov/Undr Sizing
Exhaust Heat
Sup. Fan Heat
Ret. Fan Heat
Duct Heat Pkup
Underflr Sup Ht Pkup
Supply Air Leakage
Grand Total ==>
0
0
0
0
0 Ceiling Load
0 Ventilation Load
0 Adj Air Trans Heat
Ov/Undr Sizing
0 Exhaust Heat
OA Preheat Diff.
RA Preheat Diff.
Additional Reheat
System Plenum Heat
Underflr Sup Ht Pkup
Supply Air Leakage
0
100.00 Grand Total ==>
-164
COOLING COIL SELECTION
Main Clg
Aux Clg
0.0
0.0
0.2
0.0
0.2
0.0
9
0
Opt Vent
0.0
0.0
0.0
0
Total
0.0
0.2
Project Name:
214180
Dataset Name:
214180 PEEDEE.TRC
AREAS
Enter DB/WB/HR
°F °F
gr/lb
76.3 60.9
0.0 0.0
0.0
0.0
57.6
0.0
0.0
Leave DB/WB/HR
°F
°F
gr/lb
54.0 52.3
0.0 0.0
0.0
0.0
57.5
0.0
0.0
Gross Total
Cooling
54.6
75.0
76.3
76.3
0.1
0.1
0.4
SADB
Ra Plenum
Return
Ret/OA
Fn MtrTD
Fn BldTD
Fn Frict
Heating
86.4
70.0
70.0
62.5
0.0
0.0
0.0
AIRFLOWS
Cooling
9
Heating
9
Terminal
Main Fan
9
9
9
9
Sec Fan
Nom Vent
AHU Vent
Infil
MinStop/Rh
Return
Exhaust
Rm Exh
Auxiliary
Leakage Dwn
Leakage Ups
0
0
0
0
0
9
0
0
0
0
0
0
2
2
0
0
9
2
0
0
0
0
Diffuser
ENGINEERING CKS
% OA
cfm/ft²
cfm/ton
ft²/ton
Btu/hr·ft²
No. People
Cooling
0.0
0.37
495.56
1,338.21
8.97
0
Heating
16.2
0.37
-9.60
HEATING COIL SELECTION
Glass
ft²
(%)
Capacity Coil Airflow
MBh
cfm
Ent
°F
9 62.5
0 0.0
Lvg
°F
Floor
Part
25
0
Main Htg
Aux Htg
-0.2
0.0
86.4
0.0
Int Door
ExFlr
Roof
Wall
0
0
25
55
Preheat
0.0
0
0.0
0.0
0
0
0
0
Humidif
Opt Vent
0.0
0.0
0
0
0.0
0.0
0.0
0.0
Ext Door
0
0
0
Total
-0.2
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
65
Alternative - 1 System Checksums Report Page 12 of 38
Room Checksums
By WILEYWILSON
113 - PM Office
COOLING COIL PEAK
Peaked at Time:
Outside Air:
CLG SPACE PEAK
Mo/Hr: 7 / 17
OADB/WB/HR: 90 / 73 / 98
Space
Sens. + Lat.
Plenum
Sens. + Lat
Btu/h
Btu/h
0
0
193
887
153
240
0
0
0
0
1,474
0
0
0
0
0
0
Percent
Of Total
(%)
Space
Sensible
Btu/h
Percent
Of Total
(%)
0
0
0
193
887
153
240
0
0
0
0
1,474
0
0
5
24
4
6
0
0
0
0
40
0
0
193
887
153
240
0
0
0
0
1,474
0
0
7
32
5
9
0
0
0
0
53
310
435
780
77
0
0
387
435
780
10
12
21
310
235
780
11
8
28
1,524
77
1,601
43
1,324
47
0
0
0
0
0
0
15
0
0
0
0
2
0
0
0
0
0
0
0
0
0
563
0
0
0
-8
75
0
0
0
0
2,998
69
3,705
100.00
2,798
Total Capacity
ton
MBh
Sens Cap.
MBh
Coil Airflow
cfm
0
TEMPERATURES
Mo/Hr: Heating Design
OADB: 24
Net
Total
Btu/h
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
Glass Solar
Glass/Door Cond
Wall Cond
Partition/Door
Floor
Adjacent Floor
Infiltration
Sub Total ==>
HEATING COIL PEAK
Mo/Hr: 7 / 17
OADB: 90
Space Peak
Space Sens
Btu/h
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
Glass Solar
Glass/Door Cond
Wall Cond
Partition/Door
Floor
Adjacent Floor
Infiltration
Sub Total ==>
Coil Peak Percent
Tot Sens Of Total
Btu/h
(%)
0
0
-145
0
-550
-315
0
0
0
0
-1,010
0
0
-145
0
-550
-315
0
0
0
0
-1,010
0.00
0.00
5.02
0.00
19.00
10.91
0.00
0.00
0.00
0.00
34.93
Lights
People
Misc
0
0
0
0
0
0
0.00
0.00
0.00
Sub Total ==>
0
0
0.00
0
0
0
-1,231
0
-651
0
-1,231
0
0
0
0
0
0
0
0.00
22.51
0
42.56
0.00
0.00
0.00
0.00
0.00
0.00
0.00
-2,893
100.00
Internal Loads
Internal Loads
Lights
People
Misc
Sub Total ==>
Ceiling Load
Ventilation Load
Adj Air Trans Heat
Dehumid. Ov Sizing
Ov/Undr Sizing
Exhaust Heat
Sup. Fan Heat
Ret. Fan Heat
Duct Heat Pkup
Underflr Sup Ht Pkup
Supply Air Leakage
Grand Total ==>
0
-8
0
0
0 Ceiling Load
0 Ventilation Load
0 Adj Air Trans Heat
Ov/Undr Sizing
0 Exhaust Heat
OA Preheat Diff.
RA Preheat Diff.
Additional Reheat
System Plenum Heat
Underflr Sup Ht Pkup
Supply Air Leakage
0
100.00 Grand Total ==>
-2,242
COOLING COIL SELECTION
Main Clg
Aux Clg
0.3
0.0
3.7
0.0
3.2
0.0
126
0
Opt Vent
0.0
0.0
0.0
0
Total
0.3
3.7
Project Name:
214180
Dataset Name:
214180 PEEDEE.TRC
AREAS
Enter DB/WB/HR
°F °F
gr/lb
77.0 62.1
0.0 0.0
0.0
0.0
61.8
0.0
0.0
Leave DB/WB/HR
°F
°F
gr/lb
54.0 51.7
0.0 0.0
0.0
0.0
55.2
0.0
0.0
Gross Total
Cooling
54.6
75.0
75.6
77.0
0.1
0.1
0.4
SADB
Ra Plenum
Return
Ret/OA
Fn MtrTD
Fn BldTD
Fn Frict
Heating
86.4
70.0
70.0
65.2
0.0
0.0
0.0
AIRFLOWS
Cooling
126
Heating
126
Terminal
Main Fan
126
126
126
126
Sec Fan
Nom Vent
AHU Vent
Infil
MinStop/Rh
Return
Exhaust
Rm Exh
Auxiliary
Leakage Dwn
Leakage Ups
0
13
13
0
0
126
13
0
0
0
0
0
13
13
0
0
126
13
0
0
0
0
Diffuser
ENGINEERING CKS
% OA
cfm/ft²
cfm/ton
ft²/ton
Btu/hr·ft²
No. People
Cooling
10.2
0.96
408.67
427.54
28.07
1
Heating
10.2
0.96
-21.92
HEATING COIL SELECTION
Glass
ft²
(%)
Capacity Coil Airflow
MBh
cfm
Ent
°F
Floor
Part
132
0
Main Htg
Aux Htg
-2.9
0.0
Int Door
ExFlr
Roof
Wall
0
0
132
200
Preheat
0.0
0
0.0
0.0
0
28
0
14
Humidif
Opt Vent
0.0
0.0
0
0
0.0
0.0
0.0
0.0
Ext Door
0
0
0
Total
126 65.2
0 0.0
Lvg
°F
86.4
0.0
-2.9
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
66
Alternative - 1 System Checksums Report Page 13 of 38
Room Checksums
By WILEYWILSON
114 - Closet
COOLING COIL PEAK
Peaked at Time:
Outside Air:
CLG SPACE PEAK
Mo/Hr: 7 / 18
OADB/WB/HR: 88 / 71 / 92
Space
Sens. + Lat.
Plenum
Sens. + Lat
Btu/h
Btu/h
0
0
14
0
0
123
0
0
0
0
138
0
0
0
0
0
0
Percent
Of Total
(%)
Space
Sensible
Btu/h
Percent
Of Total
(%)
0
0
0
14
0
0
123
0
0
0
0
138
0
0
8
0
0
72
0
0
0
0
81
0
0
14
0
0
123
0
0
0
0
138
0
0
9
0
0
77
0
0
0
0
86
Lights
People
Misc
23
0
0
6
0
0
29
0
0
17
0
0
23
0
0
14
0
0
Sub Total ==>
23
6
29
17
23
14
0
0
0
0
0
0
0
0
0
0
0
3
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4
0
0
0
0
161
6
171
100.00
161
Total Capacity
ton
MBh
Sens Cap.
MBh
Coil Airflow
cfm
0
TEMPERATURES
Mo/Hr: Heating Design
OADB: 24
Net
Total
Btu/h
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
Glass Solar
Glass/Door Cond
Wall Cond
Partition/Door
Floor
Adjacent Floor
Infiltration
Sub Total ==>
HEATING COIL PEAK
Mo/Hr: 7 / 18
OADB: 88
Space Peak
Space Sens
Btu/h
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
Glass Solar
Glass/Door Cond
Wall Cond
Partition/Door
Floor
Adjacent Floor
Infiltration
Sub Total ==>
Coil Peak Percent
Tot Sens Of Total
Btu/h
(%)
0
0
-12
0
0
-106
0
0
0
0
-118
0
0
-12
0
0
-106
0
0
0
0
-118
0.00
0.00
7.46
0.00
0.00
65.61
0.00
0.00
0.00
0.00
73.07
Lights
People
Misc
0
0
0
0
0
0
0.00
0.00
0.00
Sub Total ==>
0
0
0.00
0
0
0
-10
0
-33
0
-10
0
0
0
0
0
0
0
0.00
20.52
0
6.41
0.00
0.00
0.00
0.00
0.00
0.00
0.00
-162
100.00
Internal Loads
Internal Loads
Ceiling Load
Ventilation Load
Adj Air Trans Heat
Dehumid. Ov Sizing
Ov/Undr Sizing
Exhaust Heat
Sup. Fan Heat
Ret. Fan Heat
Duct Heat Pkup
Underflr Sup Ht Pkup
Supply Air Leakage
Grand Total ==>
0
0
0
0
0 Ceiling Load
0 Ventilation Load
0 Adj Air Trans Heat
Ov/Undr Sizing
0 Exhaust Heat
OA Preheat Diff.
RA Preheat Diff.
Additional Reheat
System Plenum Heat
Underflr Sup Ht Pkup
Supply Air Leakage
0
100.00 Grand Total ==>
-129
COOLING COIL SELECTION
Main Clg
Aux Clg
0.0
0.0
0.2
0.0
0.2
0.0
7
0
Opt Vent
0.0
0.0
0.0
0
Total
0.0
0.2
Project Name:
214180
Dataset Name:
214180 PEEDEE.TRC
AREAS
Enter DB/WB/HR
°F °F
gr/lb
75.7 60.7
0.0 0.0
0.0
0.0
57.6
0.0
0.0
Leave DB/WB/HR
°F
°F
gr/lb
54.0 52.3
0.0 0.0
0.0
0.0
57.5
0.0
0.0
Gross Total
Cooling
54.6
75.0
75.7
75.7
0.1
0.1
0.4
SADB
Ra Plenum
Return
Ret/OA
Fn MtrTD
Fn BldTD
Fn Frict
Heating
86.4
70.0
70.0
65.8
0.0
0.0
0.0
AIRFLOWS
Cooling
7
Heating
7
Terminal
Main Fan
7
7
7
7
Sec Fan
Nom Vent
AHU Vent
Infil
MinStop/Rh
Return
Exhaust
Rm Exh
Auxiliary
Leakage Dwn
Leakage Ups
0
0
0
0
0
7
0
0
0
0
0
0
1
1
0
0
7
1
0
0
0
0
Diffuser
ENGINEERING CKS
% OA
cfm/ft²
cfm/ton
ft²/ton
Btu/hr·ft²
No. People
Cooling
0.0
0.66
509.36
772.25
15.54
0
Heating
9.1
0.66
-14.74
HEATING COIL SELECTION
Glass
ft²
(%)
Capacity Coil Airflow
MBh
cfm
Ent
°F
7 65.8
0 0.0
Lvg
°F
Floor
Part
11
0
Main Htg
Aux Htg
-0.2
0.0
86.4
0.0
Int Door
ExFlr
Roof
Wall
0
0
11
58
Preheat
0.0
0
0.0
0.0
0
0
0
0
Humidif
Opt Vent
0.0
0.0
0
0
0.0
0.0
0.0
0.0
Ext Door
0
0
0
Total
-0.2
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
67
Alternative - 1 System Checksums Report Page 14 of 38
Room Checksums
By WILEYWILSON
115 - Asst PM Office
COOLING COIL PEAK
Peaked at Time:
Outside Air:
CLG SPACE PEAK
Mo/Hr: 7 / 16
OADB/WB/HR: 91 / 74 / 102
Space
Sens. + Lat.
Plenum
Sens. + Lat
Btu/h
Btu/h
0
0
200
109
80
83
0
0
0
0
473
0
0
0
0
0
0
Percent
Of Total
(%)
Space
Sensible
Btu/h
Percent
Of Total
(%)
0
0
0
200
109
80
83
0
0
0
0
473
0
0
7
4
3
3
0
0
0
0
18
0
0
195
107
77
84
0
0
0
0
463
0
0
11
6
4
5
0
0
0
0
26
300
433
743
75
0
0
375
433
743
14
16
28
315
236
783
18
13
44
1,476
75
1,551
58
1,334
74
0
0
0
0
0
0
23
0
0
0
0
2
0
0
0
0
0
0
0
0
0
619
0
0
0
-12
48
0
0
0
0
1,948
63
2,679
100.00
1,797
Total Capacity
ton
MBh
Sens Cap.
MBh
Coil Airflow
cfm
0
TEMPERATURES
Mo/Hr: Heating Design
OADB: 24
Net
Total
Btu/h
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
Glass Solar
Glass/Door Cond
Wall Cond
Partition/Door
Floor
Adjacent Floor
Infiltration
Sub Total ==>
HEATING COIL PEAK
Mo/Hr: 7 / 17
OADB: 90
Space Peak
Space Sens
Btu/h
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
Glass Solar
Glass/Door Cond
Wall Cond
Partition/Door
Floor
Adjacent Floor
Infiltration
Sub Total ==>
Coil Peak Percent
Tot Sens Of Total
Btu/h
(%)
0
0
-146
0
-275
-167
0
0
0
0
-588
0
0
-146
0
-275
-167
0
0
0
0
-588
0.00
0.00
6.99
0.00
13.13
7.97
0.00
0.00
0.00
0.00
28.08
Lights
People
Misc
0
0
0
0
0
0
0.00
0.00
0.00
Sub Total ==>
0
0
0.00
0
0
0
-852
0
-654
0
-852
0
0
0
0
0
0
0
0.00
31.25
0
40.67
0.00
0.00
0.00
0.00
0.00
0.00
0.00
-2,094
100.00
Internal Loads
Internal Loads
Lights
People
Misc
Sub Total ==>
Ceiling Load
Ventilation Load
Adj Air Trans Heat
Dehumid. Ov Sizing
Ov/Undr Sizing
Exhaust Heat
Sup. Fan Heat
Ret. Fan Heat
Duct Heat Pkup
Underflr Sup Ht Pkup
Supply Air Leakage
Grand Total ==>
0
-12
0
0
0 Ceiling Load
0 Ventilation Load
0 Adj Air Trans Heat
Ov/Undr Sizing
0 Exhaust Heat
OA Preheat Diff.
RA Preheat Diff.
Additional Reheat
System Plenum Heat
Underflr Sup Ht Pkup
Supply Air Leakage
0
100.00 Grand Total ==>
-1,440
COOLING COIL SELECTION
Main Clg
Aux Clg
0.2
0.0
2.7
0.0
2.1
0.0
81
0
Opt Vent
0.0
0.0
0.0
0
Total
0.2
2.7
Project Name:
214180
Dataset Name:
214180 PEEDEE.TRC
AREAS
Enter DB/WB/HR
°F °F
gr/lb
78.3 63.1
0.0 0.0
0.0
0.0
64.7
0.0
0.0
Leave DB/WB/HR
°F
°F
gr/lb
54.0 51.6
0.0 0.0
0.0
0.0
54.9
0.0
0.0
Gross Total
Cooling
54.6
75.0
75.9
78.3
0.1
0.1
0.4
SADB
Ra Plenum
Return
Ret/OA
Fn MtrTD
Fn BldTD
Fn Frict
Heating
86.4
70.0
70.0
62.6
0.0
0.0
0.0
AIRFLOWS
Cooling
81
Heating
81
Terminal
Main Fan
81
81
81
81
Sec Fan
Nom Vent
AHU Vent
Infil
MinStop/Rh
Return
Exhaust
Rm Exh
Auxiliary
Leakage Dwn
Leakage Ups
0
13
13
0
0
81
13
0
0
0
0
0
13
13
0
0
81
13
0
0
0
0
Diffuser
ENGINEERING CKS
% OA
cfm/ft²
cfm/ton
ft²/ton
Btu/hr·ft²
No. People
Cooling
16.0
0.61
363.04
595.79
20.14
1
Heating
16.0
0.61
-15.75
HEATING COIL SELECTION
Glass
ft²
(%)
Capacity Coil Airflow
MBh
cfm
Ent
°F
Floor
Part
133
0
Main Htg
Aux Htg
-2.1
0.0
Int Door
ExFlr
Roof
Wall
0
0
133
105
Preheat
0.0
0
0.0
0.0
0
14
0
13
Humidif
Opt Vent
0.0
0.0
0
0
0.0
0.0
0.0
0.0
Ext Door
0
0
0
Total
81 62.6
0 0.0
Lvg
°F
86.4
0.0
-2.1
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
68
Alternative - 1 System Checksums Report Page 15 of 38
Room Checksums
By WILEYWILSON
116 - Closet
COOLING COIL PEAK
Peaked at Time:
Outside Air:
CLG SPACE PEAK
Mo/Hr: 7 / 17
OADB/WB/HR: 90 / 73 / 98
Space
Sens. + Lat.
Plenum
Sens. + Lat
Btu/h
Btu/h
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Percent
Of Total
(%)
Space
Sensible
Btu/h
Percent
Of Total
(%)
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Lights
People
Misc
28
0
0
7
0
0
34
0
0
98
0
0
28
0
0
100
0
0
Sub Total ==>
28
7
34
98
28
100
0
0
0
0
0
0
0
0
0
0
0
2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
0
28
7
35
100.00
28
Total Capacity
ton
MBh
Sens Cap.
MBh
Coil Airflow
cfm
0
TEMPERATURES
Mo/Hr: Heating Design
OADB: 24
Net
Total
Btu/h
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
Glass Solar
Glass/Door Cond
Wall Cond
Partition/Door
Floor
Adjacent Floor
Infiltration
Sub Total ==>
HEATING COIL PEAK
Mo/Hr: 7 / 17
OADB: 90
Space Peak
Space Sens
Btu/h
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
Glass Solar
Glass/Door Cond
Wall Cond
Partition/Door
Floor
Adjacent Floor
Infiltration
Sub Total ==>
Coil Peak Percent
Tot Sens Of Total
Btu/h
(%)
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Lights
People
Misc
0
0
0
0
0
0
0.00
0.00
0.00
Sub Total ==>
0
0
0.00
0
0
0
-22
0
-33
0
-22
0
0
0
0
0
0
0
0.00
60.17
0
39.83
0.00
0.00
0.00
0.00
0.00
0.00
0.00
-55
100.00
Internal Loads
Internal Loads
Ceiling Load
Ventilation Load
Adj Air Trans Heat
Dehumid. Ov Sizing
Ov/Undr Sizing
Exhaust Heat
Sup. Fan Heat
Ret. Fan Heat
Duct Heat Pkup
Underflr Sup Ht Pkup
Supply Air Leakage
Grand Total ==>
0
0
0
0
0 Ceiling Load
0 Ventilation Load
0 Adj Air Trans Heat
Ov/Undr Sizing
0 Exhaust Heat
OA Preheat Diff.
RA Preheat Diff.
Additional Reheat
System Plenum Heat
Underflr Sup Ht Pkup
Supply Air Leakage
0
100.00 Grand Total ==>
-22
COOLING COIL SELECTION
Main Clg
Aux Clg
0.0
0.0
0.0
0.0
0.0
0.0
1
0
Opt Vent
0.0
0.0
0.0
0
Total
0.0
0.0
Project Name:
214180
Dataset Name:
214180 PEEDEE.TRC
AREAS
Enter DB/WB/HR
°F °F
gr/lb
80.1 62.2
0.0 0.0
0.0
0.0
57.6
0.0
0.0
Leave DB/WB/HR
°F
°F
gr/lb
54.0 52.3
0.0 0.0
0.0
0.0
57.5
0.0
0.0
Gross Total
Cooling
54.6
75.0
80.1
80.1
0.1
0.1
0.4
SADB
Ra Plenum
Return
Ret/OA
Fn MtrTD
Fn BldTD
Fn Frict
Heating
86.4
70.0
70.0
45.3
0.0
0.0
0.0
AIRFLOWS
Cooling
1
Heating
1
Terminal
Main Fan
1
1
1
1
Sec Fan
Nom Vent
AHU Vent
Infil
MinStop/Rh
Return
Exhaust
Rm Exh
Auxiliary
Leakage Dwn
Leakage Ups
0
0
0
0
0
1
0
0
0
0
0
0
1
1
0
0
1
1
0
0
0
0
Diffuser
ENGINEERING CKS
% OA
cfm/ft²
cfm/ton
ft²/ton
Btu/hr·ft²
No. People
Cooling
0.0
0.11
424.23
3,755.51
3.20
0
Heating
53.1
0.11
-5.03
HEATING COIL SELECTION
Glass
ft²
(%)
Capacity Coil Airflow
MBh
cfm
Ent
°F
Lvg
°F
11
0
Main Htg
Aux Htg
-0.1
0.0
1 45.3
0 0.0
86.4
0.0
Int Door
ExFlr
Roof
Wall
0
0
0
0
Preheat
0.0
1 45.3
54.0
0
0
0
0
Humidif
Opt Vent
0.0
0.0
0
0
Ext Door
0
0
0
Total
Floor
Part
0.0
0.0
0.0
0.0
-0.1
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
69
Alternative - 1 System Checksums Report Page 16 of 38
Room Checksums
By WILEYWILSON
117 - Women
COOLING COIL PEAK
Peaked at Time:
Outside Air:
CLG SPACE PEAK
Mo/Hr: 7 / 17
OADB/WB/HR: 90 / 73 / 98
Space
Sens. + Lat.
Plenum
Sens. + Lat
Btu/h
Btu/h
0
0
78
0
0
69
0
0
0
0
147
0
0
0
0
0
0
Percent
Of Total
(%)
Space
Sensible
Btu/h
Percent
Of Total
(%)
0
0
0
78
0
0
69
0
0
0
0
147
0
0
25
0
0
22
0
0
0
0
47
0
0
78
0
0
69
0
0
0
0
147
0
0
29
0
0
25
0
0
0
0
54
Lights
People
Misc
124
0
0
31
0
0
156
0
0
50
0
0
124
0
0
46
0
0
Sub Total ==>
124
31
156
50
124
46
0
0
0
0
0
0
0
0
0
0
0
2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
7
0
0
0
0
271
31
309
100.00
271
Total Capacity
ton
MBh
Sens Cap.
MBh
Coil Airflow
cfm
0
TEMPERATURES
Mo/Hr: Heating Design
OADB: 24
Net
Total
Btu/h
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
Glass Solar
Glass/Door Cond
Wall Cond
Partition/Door
Floor
Adjacent Floor
Infiltration
Sub Total ==>
HEATING COIL PEAK
Mo/Hr: 7 / 17
OADB: 90
Space Peak
Space Sens
Btu/h
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
Glass Solar
Glass/Door Cond
Wall Cond
Partition/Door
Floor
Adjacent Floor
Infiltration
Sub Total ==>
Coil Peak Percent
Tot Sens Of Total
Btu/h
(%)
0
0
-58
0
0
-119
0
0
0
0
-178
0
0
-58
0
0
-119
0
0
0
0
-178
0.00
0.00
26.84
0.00
0.00
54.89
0.00
0.00
0.00
0.00
81.73
Lights
People
Misc
0
0
0
0
0
0
0.00
0.00
0.00
Sub Total ==>
0
0
0.00
0
0
0
-40
0
0
0
-40
0
0
0
0
0
0
0
0.00
0.00
0
18.27
0.00
0.00
0.00
0.00
0.00
0.00
0.00
-217
100.00
Internal Loads
Internal Loads
Ceiling Load
Ventilation Load
Adj Air Trans Heat
Dehumid. Ov Sizing
Ov/Undr Sizing
Exhaust Heat
Sup. Fan Heat
Ret. Fan Heat
Duct Heat Pkup
Underflr Sup Ht Pkup
Supply Air Leakage
Grand Total ==>
0
0
0
0
0 Ceiling Load
0 Ventilation Load
0 Adj Air Trans Heat
Ov/Undr Sizing
0 Exhaust Heat
OA Preheat Diff.
RA Preheat Diff.
Additional Reheat
System Plenum Heat
Underflr Sup Ht Pkup
Supply Air Leakage
0
100.00 Grand Total ==>
-217
COOLING COIL SELECTION
Main Clg
Aux Clg
0.0
0.0
0.3
0.0
0.3
0.0
12
0
Opt Vent
0.0
0.0
0.0
0
Total
0.0
0.3
Project Name:
214180
Dataset Name:
214180 PEEDEE.TRC
AREAS
Enter DB/WB/HR
°F °F
gr/lb
77.4 61.3
0.0 0.0
0.0
0.0
57.6
0.0
0.0
Leave DB/WB/HR
°F
°F
gr/lb
54.0 52.3
0.0 0.0
0.0
0.0
57.5
0.0
0.0
Gross Total
Cooling
54.6
75.0
77.4
77.4
0.1
0.1
0.4
SADB
Ra Plenum
Return
Ret/OA
Fn MtrTD
Fn BldTD
Fn Frict
Heating
86.4
70.0
70.0
70.0
0.0
0.0
0.0
AIRFLOWS
Cooling
12
Heating
12
Terminal
Main Fan
12
12
12
12
Sec Fan
Nom Vent
AHU Vent
Infil
MinStop/Rh
Return
Exhaust
Rm Exh
Auxiliary
Leakage Dwn
Leakage Ups
0
0
0
0
0
12
0
0
0
0
0
0
0
0
0
0
12
0
0
0
0
0
Diffuser
ENGINEERING CKS
% OA
cfm/ft²
cfm/ton
ft²/ton
Btu/hr·ft²
No. People
Cooling
0.0
0.23
474.16
2,055.32
5.84
0
Heating
0.0
0.23
-4.10
HEATING COIL SELECTION
Glass
ft²
(%)
Capacity Coil Airflow
MBh
cfm
Ent
°F
12 70.0
0 0.0
Lvg
°F
Floor
Part
53
0
Main Htg
Aux Htg
-0.2
0.0
86.4
0.0
Int Door
ExFlr
Roof
Wall
0
0
53
65
Preheat
0.0
0
0.0
0.0
0
0
0
0
Humidif
Opt Vent
0.0
0.0
0
0
0.0
0.0
0.0
0.0
Ext Door
0
0
0
Total
-0.2
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
70
Alternative - 1 System Checksums Report Page 17 of 38
Room Checksums
By WILEYWILSON
118 - Men
COOLING COIL PEAK
Peaked at Time:
Outside Air:
CLG SPACE PEAK
Mo/Hr: 7 / 17
OADB/WB/HR: 90 / 73 / 98
Space
Sens. + Lat.
Plenum
Sens. + Lat
Btu/h
Btu/h
0
0
78
0
0
69
0
0
0
0
147
0
0
0
0
0
0
Percent
Of Total
(%)
Space
Sensible
Btu/h
Percent
Of Total
(%)
0
0
0
78
0
0
69
0
0
0
0
147
0
0
25
0
0
22
0
0
0
0
47
0
0
78
0
0
69
0
0
0
0
147
0
0
29
0
0
25
0
0
0
0
54
Lights
People
Misc
124
0
0
31
0
0
156
0
0
50
0
0
124
0
0
46
0
0
Sub Total ==>
124
31
156
50
124
46
0
0
0
0
0
0
0
0
0
0
0
2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
7
0
0
0
0
271
31
309
100.00
271
Total Capacity
ton
MBh
Sens Cap.
MBh
Coil Airflow
cfm
0
TEMPERATURES
Mo/Hr: Heating Design
OADB: 24
Net
Total
Btu/h
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
Glass Solar
Glass/Door Cond
Wall Cond
Partition/Door
Floor
Adjacent Floor
Infiltration
Sub Total ==>
HEATING COIL PEAK
Mo/Hr: 7 / 17
OADB: 90
Space Peak
Space Sens
Btu/h
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
Glass Solar
Glass/Door Cond
Wall Cond
Partition/Door
Floor
Adjacent Floor
Infiltration
Sub Total ==>
Coil Peak Percent
Tot Sens Of Total
Btu/h
(%)
0
0
-58
0
0
-119
0
0
0
0
-178
0
0
-58
0
0
-119
0
0
0
0
-178
0.00
0.00
26.84
0.00
0.00
54.89
0.00
0.00
0.00
0.00
81.73
Lights
People
Misc
0
0
0
0
0
0
0.00
0.00
0.00
Sub Total ==>
0
0
0.00
0
0
0
-40
0
0
0
-40
0
0
0
0
0
0
0
0.00
0.00
0
18.27
0.00
0.00
0.00
0.00
0.00
0.00
0.00
-217
100.00
Internal Loads
Internal Loads
Ceiling Load
Ventilation Load
Adj Air Trans Heat
Dehumid. Ov Sizing
Ov/Undr Sizing
Exhaust Heat
Sup. Fan Heat
Ret. Fan Heat
Duct Heat Pkup
Underflr Sup Ht Pkup
Supply Air Leakage
Grand Total ==>
0
0
0
0
0 Ceiling Load
0 Ventilation Load
0 Adj Air Trans Heat
Ov/Undr Sizing
0 Exhaust Heat
OA Preheat Diff.
RA Preheat Diff.
Additional Reheat
System Plenum Heat
Underflr Sup Ht Pkup
Supply Air Leakage
0
100.00 Grand Total ==>
-217
COOLING COIL SELECTION
Main Clg
Aux Clg
0.0
0.0
0.3
0.0
0.3
0.0
12
0
Opt Vent
0.0
0.0
0.0
0
Total
0.0
0.3
Project Name:
214180
Dataset Name:
214180 PEEDEE.TRC
AREAS
Enter DB/WB/HR
°F °F
gr/lb
77.4 61.3
0.0 0.0
0.0
0.0
57.6
0.0
0.0
Leave DB/WB/HR
°F
°F
gr/lb
54.0 52.3
0.0 0.0
0.0
0.0
57.5
0.0
0.0
Gross Total
Cooling
54.6
75.0
77.4
77.4
0.1
0.1
0.4
SADB
Ra Plenum
Return
Ret/OA
Fn MtrTD
Fn BldTD
Fn Frict
Heating
86.4
70.0
70.0
70.0
0.0
0.0
0.0
AIRFLOWS
Cooling
12
Heating
12
Terminal
Main Fan
12
12
12
12
Sec Fan
Nom Vent
AHU Vent
Infil
MinStop/Rh
Return
Exhaust
Rm Exh
Auxiliary
Leakage Dwn
Leakage Ups
0
0
0
0
0
12
0
0
0
0
0
0
0
0
0
0
12
0
0
0
0
0
Diffuser
ENGINEERING CKS
% OA
cfm/ft²
cfm/ton
ft²/ton
Btu/hr·ft²
No. People
Cooling
0.0
0.23
474.16
2,055.32
5.84
0
Heating
0.0
0.23
-4.10
HEATING COIL SELECTION
Glass
ft²
(%)
Capacity Coil Airflow
MBh
cfm
Ent
°F
12 70.0
0 0.0
Lvg
°F
Floor
Part
53
0
Main Htg
Aux Htg
-0.2
0.0
86.4
0.0
Int Door
ExFlr
Roof
Wall
0
0
53
65
Preheat
0.0
0
0.0
0.0
0
0
0
0
Humidif
Opt Vent
0.0
0.0
0
0
0.0
0.0
0.0
0.0
Ext Door
0
0
0
Total
-0.2
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
71
Alternative - 1 System Checksums Report Page 18 of 38
Room Checksums
By WILEYWILSON
119 - Break
COOLING COIL PEAK
Peaked at Time:
Outside Air:
CLG SPACE PEAK
Mo/Hr: 7 / 17
OADB/WB/HR: 90 / 73 / 98
Space
Sens. + Lat.
Plenum
Sens. + Lat
Btu/h
Btu/h
0
0
131
106
275
176
0
0
0
0
688
0
0
0
0
0
0
Percent
Of Total
(%)
Space
Sensible
Btu/h
Percent
Of Total
(%)
0
0
0
131
106
275
176
0
0
0
0
688
0
0
4
3
7
5
0
0
0
0
18
0
0
131
106
275
176
0
0
0
0
688
0
0
4
4
9
6
0
0
0
0
23
Lights
People
Misc
210
434
1,824
52
0
0
262
434
1,824
7
12
49
210
234
1,824
7
8
62
Sub Total ==>
2,467
52
2,520
67
2,267
77
0
0
0
0
0
0
12
0
0
0
0
2
0
0
0
0
0
0
0
0
0
453
0
0
0
-4
79
0
0
0
0
3,156
48
3,736
100.00
2,956
Total Capacity
ton
MBh
Sens Cap.
MBh
Coil Airflow
cfm
0
TEMPERATURES
Mo/Hr: Heating Design
OADB: 24
Net
Total
Btu/h
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
Glass Solar
Glass/Door Cond
Wall Cond
Partition/Door
Floor
Adjacent Floor
Infiltration
Sub Total ==>
HEATING COIL PEAK
Mo/Hr: 7 / 17
OADB: 90
Space Peak
Space Sens
Btu/h
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
Glass Solar
Glass/Door Cond
Wall Cond
Partition/Door
Floor
Adjacent Floor
Infiltration
Sub Total ==>
Coil Peak Percent
Tot Sens Of Total
Btu/h
(%)
0
0
-99
0
-1,010
-332
0
0
0
0
-1,441
0
0
-99
0
-1,010
-332
0
0
0
0
-1,441
0.00
0.00
3.42
0.00
34.90
11.48
0.00
0.00
0.00
0.00
49.81
Lights
People
Misc
0
0
0
0
0
0
0.00
0.00
0.00
Sub Total ==>
0
0
0.00
0
0
0
-928
0
-524
0
-928
0
0
0
0
0
0
0
0.00
18.12
0
32.07
0.00
0.00
0.00
0.00
0.00
0.00
0.00
-2,892
100.00
Internal Loads
Internal Loads
Ceiling Load
Ventilation Load
Adj Air Trans Heat
Dehumid. Ov Sizing
Ov/Undr Sizing
Exhaust Heat
Sup. Fan Heat
Ret. Fan Heat
Duct Heat Pkup
Underflr Sup Ht Pkup
Supply Air Leakage
Grand Total ==>
0
-4
0
0
0 Ceiling Load
0 Ventilation Load
0 Adj Air Trans Heat
Ov/Undr Sizing
0 Exhaust Heat
OA Preheat Diff.
RA Preheat Diff.
Additional Reheat
System Plenum Heat
Underflr Sup Ht Pkup
Supply Air Leakage
0
100.00 Grand Total ==>
-2,368
COOLING COIL SELECTION
Main Clg
Aux Clg
0.3
0.0
3.7
0.0
3.3
0.0
133
0
Opt Vent
0.0
0.0
0.0
0
Total
0.3
3.7
Project Name:
214180
Dataset Name:
214180 PEEDEE.TRC
AREAS
Enter DB/WB/HR
°F °F
gr/lb
76.5 61.7
0.0 0.0
0.0
0.0
60.8
0.0
0.0
Leave DB/WB/HR
°F
°F
gr/lb
54.0 51.8
0.0 0.0
0.0
0.0
55.4
0.0
0.0
Gross Total
Cooling
54.6
75.0
75.4
76.5
0.1
0.1
0.4
SADB
Ra Plenum
Return
Ret/OA
Fn MtrTD
Fn BldTD
Fn Frict
Heating
86.4
70.0
70.0
66.4
0.0
0.0
0.0
AIRFLOWS
Cooling
133
Heating
133
Terminal
Main Fan
133
133
133
133
Sec Fan
Nom Vent
AHU Vent
Infil
MinStop/Rh
Return
Exhaust
Rm Exh
Auxiliary
Leakage Dwn
Leakage Ups
0
10
10
0
0
133
10
0
0
0
0
0
10
10
0
0
133
10
0
0
0
0
Diffuser
ENGINEERING CKS
% OA
cfm/ft²
cfm/ton
ft²/ton
Btu/hr·ft²
No. People
Cooling
7.8
1.48
428.14
289.06
41.51
1
Heating
7.8
1.48
-32.14
HEATING COIL SELECTION
Glass
ft²
(%)
Capacity Coil Airflow
MBh
cfm
Ent
°F
90
0
Main Htg
Aux Htg
-2.9
0.0
Int Door
ExFlr
Roof
Wall
0
0
90
195
Preheat
0.0
0
0.0
0.0
0
14
0
7
Humidif
Opt Vent
0.0
0.0
0
0
0.0
0.0
0.0
0.0
Ext Door
21
0
0
Total
Floor
Part
133 66.4
0 0.0
Lvg
°F
86.4
0.0
-2.9
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
72
Alternative - 1 System Checksums Report Page 19 of 38
Room Checksums
By WILEYWILSON
101 - Entry
COOLING COIL PEAK
Peaked at Time:
Outside Air:
CLG SPACE PEAK
Mo/Hr: 9 / 15
OADB/WB/HR: 85 / 72 / 99
Space
Sens. + Lat.
Plenum
Sens. + Lat
Btu/h
Btu/h
0
0
201
2,428
139
188
0
0
0
0
2,956
0
0
0
0
0
0
Percent
Of Total
(%)
Space
Sensible
Btu/h
Percent
Of Total
(%)
0
0
0
201
2,428
139
188
0
0
0
0
2,956
0
0
5
58
3
4
0
0
0
0
70
0
0
82
3,300
-49
186
0
0
0
0
3,518
0
0
2
88
-1
5
0
0
0
0
94
Lights
People
Misc
241
0
0
60
0
0
301
0
0
7
0
0
241
0
0
6
0
0
Sub Total ==>
241
60
301
7
241
6
0
0
0
0
0
0
23
0
0
0
0
0
0
0
0
0
0
0
0
0
0
950
0
0
0
-10
0
0
0
0
0
3,197
50
4,197
100.00
3,759
Total Capacity
ton
MBh
Sens Cap.
MBh
Coil Airflow
cfm
0
TEMPERATURES
Mo/Hr: Heating Design
OADB: 24
Net
Total
Btu/h
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
Glass Solar
Glass/Door Cond
Wall Cond
Partition/Door
Floor
Adjacent Floor
Infiltration
Sub Total ==>
HEATING COIL PEAK
Mo/Hr: 11 / 15
OADB: 75
Space Peak
Space Sens
Btu/h
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
Glass Solar
Glass/Door Cond
Wall Cond
Partition/Door
Floor
Adjacent Floor
Infiltration
Sub Total ==>
Coil Peak Percent
Tot Sens Of Total
Btu/h
(%)
0
0
-232
0
-824
-189
0
-356
0
0
-1,602
0
0
-232
0
-824
-189
0
-356
0
0
-1,602
0.00
0.00
7.50
0.00
26.60
6.11
0.00
11.50
0.00
0.00
51.71
Lights
People
Misc
0
0
0
0
0
0
0.00
0.00
0.00
Sub Total ==>
0
0
0.00
0
0
0
-55
0
-1,442
0
-55
0
0
0
0
0
0
0
0.00
46.53
0
1.76
0.00
0.00
0.00
0.00
0.00
0.00
0.00
-3,098
100.00
Internal Loads
Internal Loads
Ceiling Load
Ventilation Load
Adj Air Trans Heat
Dehumid. Ov Sizing
Ov/Undr Sizing
Exhaust Heat
Sup. Fan Heat
Ret. Fan Heat
Duct Heat Pkup
Underflr Sup Ht Pkup
Supply Air Leakage
Grand Total ==>
0
-10
0
0
0 Ceiling Load
0 Ventilation Load
0 Adj Air Trans Heat
Ov/Undr Sizing
0 Exhaust Heat
OA Preheat Diff.
RA Preheat Diff.
Additional Reheat
System Plenum Heat
Underflr Sup Ht Pkup
Supply Air Leakage
0
100.00 Grand Total ==>
-1,657
COOLING COIL SELECTION
Main Clg
Aux Clg
0.4
0.0
4.8
0.0
3.6
0.0
169
0
Opt Vent
0.0
0.0
0.0
0
Total
0.4
4.8
Project Name:
214180
Dataset Name:
214180 PEEDEE.TRC
AREAS
Enter DB/WB/HR
°F °F
gr/lb
77.0 64.3
0.0 0.0
0.0
0.0
72.3
0.0
0.0
Leave DB/WB/HR
°F
°F
gr/lb
54.5 54.5
0.0 0.0
0.0
0.0
65.1
0.0
0.0
Gross Total
Cooling
54.5
75.0
75.3
77.0
0.0
0.0
0.0
SADB
Ra Plenum
Return
Ret/OA
Fn MtrTD
Fn BldTD
Fn Frict
Heating
81.2
70.0
70.0
62.1
0.0
0.0
0.0
AIRFLOWS
Cooling
169
Heating
169
Terminal
Main Fan
169
169
169
169
Sec Fan
Nom Vent
AHU Vent
Infil
MinStop/Rh
Return
Exhaust
Rm Exh
Auxiliary
Leakage Dwn
Leakage Ups
0
29
29
0
0
169
29
0
0
0
0
0
29
29
0
0
169
29
0
0
0
0
Diffuser
ENGINEERING CKS
% OA
cfm/ft²
cfm/ton
ft²/ton
Btu/hr·ft²
No. People
Cooling
16.9
1.61
420.51
261.06
45.97
0
Heating
16.9
1.61
-33.32
HEATING COIL SELECTION
Glass
ft²
(%)
Capacity Coil Airflow
MBh
cfm
Ent
°F
Floor
Part
105
0
Main Htg
Aux Htg
-3.5
0.0
Int Door
ExFlr
Roof
Wall
0
11
105
105
Preheat
0.0
0
0.0
0.0
0
42
0
40
Humidif
Opt Vent
0.0
0.0
0
0
0.0
0.0
0.0
0.0
Ext Door
0
0
0
Total
169 62.1
0 0.0
Lvg
°F
81.2
0.0
-3.5
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
73
Alternative - 2 System Checksums Report Page 20 of 38
Room Checksums
By WILEYWILSON
102 - Multi-Use Exhibit
COOLING COIL PEAK
Peaked at Time:
Outside Air:
CLG SPACE PEAK
Mo/Hr: 7 / 15
OADB/WB/HR: 92 / 74 / 104
Space
Sens. + Lat.
Plenum
Sens. + Lat
Btu/h
Btu/h
0
0
1,550
1,249
467
1,174
0
0
0
0
4,441
0
0
0
0
0
0
Percent
Of Total
(%)
Space
Sensible
Btu/h
Percent
Of Total
(%)
0
0
0
1,550
1,249
467
1,174
0
0
0
0
4,441
0
0
7
6
2
6
0
0
0
0
21
0
0
1,163
2,162
269
1,137
0
0
0
0
4,732
0
0
11
20
2
10
0
0
0
0
43
Lights
People
Misc
2,059
6,457
905
515
0
0
2,574
6,457
905
12
31
4
2,059
3,257
905
19
30
8
Sub Total ==>
9,422
515
9,937
47
6,222
57
0
0
0
0
0
0
32
0
0
0
-1
0
0
0
0
0
0
0
0
0
0
6,832
0
0
0
-165
0
0
0
0
0
13,863
350
21,044
100.00
10,954
Total Capacity
ton
MBh
Sens Cap.
MBh
Coil Airflow
cfm
0
TEMPERATURES
Mo/Hr: Heating Design
OADB: 24
Net
Total
Btu/h
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
Glass Solar
Glass/Door Cond
Wall Cond
Partition/Door
Floor
Adjacent Floor
Infiltration
Sub Total ==>
HEATING COIL PEAK
Mo/Hr: 9 / 15
OADB: 85
Space Peak
Space Sens
Btu/h
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
Glass Solar
Glass/Door Cond
Wall Cond
Partition/Door
Floor
Adjacent Floor
Infiltration
Sub Total ==>
Coil Peak Percent
Tot Sens Of Total
Btu/h
(%)
0
0
-1,351
0
-1,619
-1,826
0
0
0
0
-4,796
0
0
-1,351
0
-1,619
-1,826
0
0
0
0
-4,796
0.00
0.00
10.58
0.00
12.69
14.30
0.00
0.00
0.00
0.00
37.57
Lights
People
Misc
0
0
0
0
0
0
0.00
0.00
0.00
Sub Total ==>
0
0
0.00
0 Ceiling Load
0 Ventilation Load
0 Adj Air Trans Heat
Ov/Undr Sizing
0 Exhaust Heat
OA Preheat Diff.
RA Preheat Diff.
Additional Reheat
System Plenum Heat
Underflr Sup Ht Pkup
Supply Air Leakage
0
0
0
0
0
-7,970
0
0
0
0
0
0
0
0
0
0.00
62.43
0
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
-12,765
100.00
Internal Loads
Internal Loads
Ceiling Load
Ventilation Load
Adj Air Trans Heat
Dehumid. Ov Sizing
Ov/Undr Sizing
Exhaust Heat
Sup. Fan Heat
Ret. Fan Heat
Duct Heat Pkup
Underflr Sup Ht Pkup
Supply Air Leakage
Grand Total ==>
0
-165
0
0
0
100.00 Grand Total ==>
-4,796
COOLING COIL SELECTION
Main Clg
Aux Clg
2.0
0.0
24.2
0.0
13.8
0.0
493
0
Opt Vent
0.0
0.0
0.0
0
Total
2.0
24.2
Project Name:
214180
Dataset Name:
214180 PEEDEE.TRC
AREAS
Enter DB/WB/HR
°F °F
gr/lb
81.0 66.8
0.0 0.0
0.0
0.0
78.8
0.0
0.0
Leave DB/WB/HR
°F
°F
gr/lb
54.5 50.3
0.0 0.0
0.0
0.0
49.1
0.0
0.0
Gross Total
Cooling
54.5
75.0
76.0
81.0
0.0
0.0
0.0
SADB
Ra Plenum
Return
Ret/OA
Fn MtrTD
Fn BldTD
Fn Frict
Heating
81.2
70.0
70.0
55.1
0.0
0.0
0.0
AIRFLOWS
Cooling
493
Heating
493
Terminal
Main Fan
493
493
493
493
Sec Fan
Nom Vent
AHU Vent
Infil
MinStop/Rh
Return
Exhaust
Rm Exh
Auxiliary
Leakage Dwn
Leakage Ups
0
158
158
0
0
493
158
0
0
0
0
0
158
158
0
0
493
158
0
0
0
0
Diffuser
ENGINEERING CKS
% OA
cfm/ft²
cfm/ton
ft²/ton
Btu/hr·ft²
No. People
Cooling
32.1
0.81
244.36
302.47
39.67
16
Heating
32.1
0.81
-22.89
HEATING COIL SELECTION
Glass
ft²
(%)
Capacity Coil Airflow
MBh
cfm
-14.0
0.0
Ent
°F
493 55.1
0 0.0
Lvg
°F
Floor
Part
610
0
Main Htg
Aux Htg
81.2
0.0
Int Door
ExFlr
Roof
Wall
0
0
610
653
Preheat
0.0
0
0.0
0.0
0
45
0
7
Humidif
Opt Vent
0.0
0.0
0
0
0.0
0.0
0.0
0.0
Ext Door
21
0
0
Total
-14.0
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
74
Alternative - 2 System Checksums Report Page 21 of 38
Room Checksums
By WILEYWILSON
103 - Hall
COOLING COIL PEAK
Peaked at Time:
Outside Air:
CLG SPACE PEAK
Mo/Hr: 7 / 15
OADB/WB/HR: 92 / 74 / 104
Space
Sens. + Lat.
Plenum
Sens. + Lat
Btu/h
Btu/h
0
0
219
0
0
0
0
0
0
0
219
0
0
0
0
0
0
Percent
Of Total
(%)
Space
Sensible
Btu/h
Percent
Of Total
(%)
0
0
0
219
0
0
0
0
0
0
0
219
0
0
32
0
0
0
0
0
0
0
32
0
0
219
0
0
0
0
0
0
0
219
0
0
52
0
0
0
0
0
0
0
52
Lights
People
Misc
203
0
0
51
0
0
253
0
0
37
0
0
203
0
0
48
0
0
Sub Total ==>
203
51
253
37
203
48
0
0
0
0
0
0
33
0
0
0
-2
0
0
0
0
0
0
0
0
0
0
226
0
0
0
-10
0
0
0
0
0
422
40
688
100.00
422
Total Capacity
ton
MBh
Sens Cap.
MBh
Coil Airflow
cfm
0
TEMPERATURES
Mo/Hr: Heating Design
OADB: 24
Net
Total
Btu/h
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
Glass Solar
Glass/Door Cond
Wall Cond
Partition/Door
Floor
Adjacent Floor
Infiltration
Sub Total ==>
HEATING COIL PEAK
Mo/Hr: 7 / 15
OADB: 92
Space Peak
Space Sens
Btu/h
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
Glass Solar
Glass/Door Cond
Wall Cond
Partition/Door
Floor
Adjacent Floor
Infiltration
Sub Total ==>
Coil Peak Percent
Tot Sens Of Total
Btu/h
(%)
0
0
-190
0
0
0
0
0
0
0
-190
0
0
-190
0
0
0
0
0
0
0
-190
0.00
0.00
27.11
0.00
0.00
0.00
0.00
0.00
0.00
0.00
27.11
Lights
People
Misc
0
0
0
0
0
0
0.00
0.00
0.00
Sub Total ==>
0
0
0.00
0
0
0
-250
0
-262
0
-250
0
0
0
0
0
0
0
0.00
37.32
0
35.57
0.00
0.00
0.00
0.00
0.00
0.00
0.00
-702
100.00
Internal Loads
Internal Loads
Ceiling Load
Ventilation Load
Adj Air Trans Heat
Dehumid. Ov Sizing
Ov/Undr Sizing
Exhaust Heat
Sup. Fan Heat
Ret. Fan Heat
Duct Heat Pkup
Underflr Sup Ht Pkup
Supply Air Leakage
Grand Total ==>
0
-10
0
0
0 Ceiling Load
0 Ventilation Load
0 Adj Air Trans Heat
Ov/Undr Sizing
0 Exhaust Heat
OA Preheat Diff.
RA Preheat Diff.
Additional Reheat
System Plenum Heat
Underflr Sup Ht Pkup
Supply Air Leakage
0
100.00 Grand Total ==>
-440
COOLING COIL SELECTION
Main Clg
Aux Clg
0.1
0.0
0.8
0.0
0.6
0.0
26
0
Opt Vent
0.0
0.0
0.0
0
Total
0.1
0.8
Project Name:
214180
Dataset Name:
214180 PEEDEE.TRC
AREAS
Enter DB/WB/HR
°F °F
gr/lb
79.8 65.6
0.0 0.0
0.0
0.0
74.2
0.0
0.0
Leave DB/WB/HR
°F
°F
gr/lb
59.8 55.5
0.0 0.0
0.0
0.0
60.9
0.0
0.0
Gross Total
Cooling
59.8
75.0
76.8
79.8
0.0
0.0
0.0
SADB
Ra Plenum
Return
Ret/OA
Fn MtrTD
Fn BldTD
Fn Frict
Heating
87.6
70.0
70.0
60.5
0.0
0.0
0.0
AIRFLOWS
Cooling
26
Heating
26
Terminal
Main Fan
26
26
26
26
Sec Fan
Nom Vent
AHU Vent
Infil
MinStop/Rh
Return
Exhaust
Rm Exh
Auxiliary
Leakage Dwn
Leakage Ups
0
5
5
0
0
26
5
0
0
0
0
0
5
5
0
0
26
5
0
0
0
0
Diffuser
ENGINEERING CKS
% OA
cfm/ft²
cfm/ton
ft²/ton
Btu/hr·ft²
No. People
Cooling
20.4
0.30
387.53
1,305.19
9.19
0
Heating
20.4
0.30
-8.72
HEATING COIL SELECTION
Glass
ft²
(%)
Capacity Coil Airflow
MBh
cfm
Ent
°F
26 60.5
0 0.0
Lvg
°F
Floor
Part
86
0
Main Htg
Aux Htg
-0.8
0.0
87.6
0.0
Int Door
ExFlr
Roof
Wall
0
0
86
0
Preheat
0.0
0
0.0
0.0
0
0
0
0
Humidif
Opt Vent
0.0
0.0
0
0
0.0
0.0
0.0
0.0
Ext Door
0
0
0
Total
-0.8
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
75
Alternative - 2 System Checksums Report Page 22 of 38
Room Checksums
By WILEYWILSON
104 - Reception
COOLING COIL PEAK
Peaked at Time:
Outside Air:
CLG SPACE PEAK
Mo/Hr: 9 / 15
OADB/WB/HR: 85 / 72 / 99
Space
Sens. + Lat.
Plenum
Sens. + Lat
Btu/h
Btu/h
0
0
197
1,580
92
569
0
0
0
0
2,438
0
0
0
0
0
0
Percent
Of Total
(%)
Space
Sensible
Btu/h
Percent
Of Total
(%)
0
0
0
197
1,580
92
569
0
0
0
0
2,438
0
0
5
37
2
13
0
0
0
0
57
0
0
79
2,147
-34
523
0
0
0
0
2,715
0
0
2
55
-1
13
0
0
0
0
69
227
432
734
57
0
0
284
432
734
7
10
17
227
232
734
6
6
19
1,392
57
1,449
34
1,192
31
0
0
0
0
0
0
9
0
0
0
0
0
0
0
0
0
0
0
0
0
0
374
0
0
0
-3
0
0
0
0
0
3,830
54
4,258
100.00
3,908
Total Capacity
ton
MBh
Sens Cap.
MBh
Coil Airflow
cfm
0
TEMPERATURES
Mo/Hr: Heating Design
OADB: 24
Net
Total
Btu/h
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
Glass Solar
Glass/Door Cond
Wall Cond
Partition/Door
Floor
Adjacent Floor
Infiltration
Sub Total ==>
HEATING COIL PEAK
Mo/Hr: 11 / 15
OADB: 75
Space Peak
Space Sens
Btu/h
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
Glass Solar
Glass/Door Cond
Wall Cond
Partition/Door
Floor
Adjacent Floor
Infiltration
Sub Total ==>
Coil Peak Percent
Tot Sens Of Total
Btu/h
(%)
0
0
-230
0
-550
-640
0
0
0
0
-1,420
0
0
-230
0
-550
-640
0
0
0
0
-1,420
0.00
0.00
4.87
0.00
11.62
13.53
0.00
0.00
0.00
0.00
30.02
Lights
People
Misc
0
0
0
0
0
0
0.00
0.00
0.00
Sub Total ==>
0
0
0.00
0
0
0
-2,745
0
-565
0
-2,745
0
0
0
0
0
0
0
0.00
11.94
0
58.05
0.00
0.00
0.00
0.00
0.00
0.00
0.00
-4,730
100.00
Internal Loads
Internal Loads
Lights
People
Misc
Sub Total ==>
Ceiling Load
Ventilation Load
Adj Air Trans Heat
Dehumid. Ov Sizing
Ov/Undr Sizing
Exhaust Heat
Sup. Fan Heat
Ret. Fan Heat
Duct Heat Pkup
Underflr Sup Ht Pkup
Supply Air Leakage
Grand Total ==>
0
-3
0
0
0 Ceiling Load
0 Ventilation Load
0 Adj Air Trans Heat
Ov/Undr Sizing
0 Exhaust Heat
OA Preheat Diff.
RA Preheat Diff.
Additional Reheat
System Plenum Heat
Underflr Sup Ht Pkup
Supply Air Leakage
0
100.00 Grand Total ==>
-4,165
COOLING COIL SELECTION
Main Clg
Aux Clg
0.4
0.0
4.9
0.0
3.8
0.0
237
0
Opt Vent
0.0
0.0
0.0
0
Total
0.4
4.9
Project Name:
214180
Dataset Name:
214180 PEEDEE.TRC
AREAS
Enter DB/WB/HR
°F °F
gr/lb
75.7 63.0
0.0 0.0
0.0
0.0
68.1
0.0
0.0
Leave DB/WB/HR
°F
°F
gr/lb
59.8 56.1
0.0 0.0
0.0
0.0
63.2
0.0
0.0
Gross Total
Cooling
59.8
75.0
75.2
75.7
0.0
0.0
0.0
SADB
Ra Plenum
Return
Ret/OA
Fn MtrTD
Fn BldTD
Fn Frict
Heating
87.6
70.0
70.0
67.8
0.0
0.0
0.0
AIRFLOWS
Cooling
237
Heating
237
Terminal
Main Fan
237
237
237
237
Sec Fan
Nom Vent
AHU Vent
Infil
MinStop/Rh
Return
Exhaust
Rm Exh
Auxiliary
Leakage Dwn
Leakage Ups
0
11
11
0
0
237
11
0
0
0
0
0
11
11
0
0
237
11
0
0
0
0
Diffuser
ENGINEERING CKS
% OA
cfm/ft²
cfm/ton
ft²/ton
Btu/hr·ft²
No. People
Cooling
4.7
2.28
579.85
254.86
47.09
1
Heating
4.7
2.28
-48.89
HEATING COIL SELECTION
Glass
ft²
(%)
Capacity Coil Airflow
MBh
cfm
Ent
°F
Floor
Part
104
0
Main Htg
Aux Htg
-5.1
0.0
Int Door
ExFlr
Roof
Wall
0
0
104
241
Preheat
0.0
0
0.0
0.0
0
28
0
12
Humidif
Opt Vent
0.0
0.0
0
0
0.0
0.0
0.0
0.0
Ext Door
0
0
0
Total
237 67.8
0 0.0
Lvg
°F
87.6
0.0
-5.1
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
76
Alternative - 2 System Checksums Report Page 23 of 38
Room Checksums
By WILEYWILSON
105 - Storage
COOLING COIL PEAK
Peaked at Time:
Outside Air:
CLG SPACE PEAK
Mo/Hr: 8 / 17
OADB/WB/HR: 88 / 72 / 99
Space
Sens. + Lat.
Plenum
Sens. + Lat
Btu/h
Btu/h
0
0
63
0
0
323
0
0
0
0
386
0
0
0
0
0
0
Percent
Of Total
(%)
Space
Sensible
Btu/h
Percent
Of Total
(%)
0
0
0
63
0
0
323
0
0
0
0
386
0
0
13
0
0
67
0
0
0
0
80
0
0
63
0
0
323
0
0
0
0
386
0
0
14
0
0
70
0
0
0
0
84
Lights
People
Misc
76
0
0
19
0
0
95
0
0
20
0
0
76
0
0
16
0
0
Sub Total ==>
76
19
95
20
76
16
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
462
19
481
100.00
462
Total Capacity
ton
MBh
Sens Cap.
MBh
Coil Airflow
cfm
0
TEMPERATURES
Mo/Hr: Heating Design
OADB: 24
Net
Total
Btu/h
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
Glass Solar
Glass/Door Cond
Wall Cond
Partition/Door
Floor
Adjacent Floor
Infiltration
Sub Total ==>
HEATING COIL PEAK
Mo/Hr: 8 / 17
OADB: 88
Space Peak
Space Sens
Btu/h
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
Glass Solar
Glass/Door Cond
Wall Cond
Partition/Door
Floor
Adjacent Floor
Infiltration
Sub Total ==>
Coil Peak Percent
Tot Sens Of Total
Btu/h
(%)
0
0
-73
0
0
-354
0
0
0
0
-427
0
0
-73
0
0
-354
0
0
0
0
-427
0.00
0.00
13.83
0.00
0.00
67.09
0.00
0.00
0.00
0.00
80.92
Lights
People
Misc
0
0
0
0
0
0
0.00
0.00
0.00
Sub Total ==>
0
0
0.00
0 Ceiling Load
0 Ventilation Load
0 Adj Air Trans Heat
Ov/Undr Sizing
0 Exhaust Heat
OA Preheat Diff.
RA Preheat Diff.
Additional Reheat
System Plenum Heat
Underflr Sup Ht Pkup
Supply Air Leakage
0
0
0
0
0
-101
0
0
0
0
0
0
0
0
0
0.00
19.08
0
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
-528
100.00
Internal Loads
Internal Loads
Ceiling Load
Ventilation Load
Adj Air Trans Heat
Dehumid. Ov Sizing
Ov/Undr Sizing
Exhaust Heat
Sup. Fan Heat
Ret. Fan Heat
Duct Heat Pkup
Underflr Sup Ht Pkup
Supply Air Leakage
Grand Total ==>
0
0
0
0
0
100.00 Grand Total ==>
-427
COOLING COIL SELECTION
Main Clg
Aux Clg
0.1
0.0
0.6
0.0
0.5
0.0
28
0
Opt Vent
0.0
0.0
0.0
0
Total
0.1
0.6
Project Name:
214180
Dataset Name:
214180 PEEDEE.TRC
AREAS
Enter DB/WB/HR
°F °F
gr/lb
75.6 62.6
0.0 0.0
0.0
0.0
66.6
0.0
0.0
Leave DB/WB/HR
°F
°F
gr/lb
59.8 56.0
0.0 0.0
0.0
0.0
62.8
0.0
0.0
Gross Total
Cooling
59.8
75.0
75.6
75.6
0.0
0.0
0.0
SADB
Ra Plenum
Return
Ret/OA
Fn MtrTD
Fn BldTD
Fn Frict
Heating
87.6
70.0
70.0
66.7
0.0
0.0
0.0
AIRFLOWS
Cooling
28
Heating
28
Terminal
Main Fan
28
28
28
28
Sec Fan
Nom Vent
AHU Vent
Infil
MinStop/Rh
Return
Exhaust
Rm Exh
Auxiliary
Leakage Dwn
Leakage Ups
0
0
0
0
0
28
0
0
0
0
0
0
2
2
0
0
28
2
0
0
0
0
Diffuser
ENGINEERING CKS
% OA
cfm/ft²
cfm/ton
ft²/ton
Btu/hr·ft²
No. People
Cooling
0.0
0.85
606.87
715.92
16.76
0
Heating
7.1
0.85
-19.25
HEATING COIL SELECTION
Glass
ft²
(%)
Capacity Coil Airflow
MBh
cfm
Ent
°F
33
0
Main Htg
Aux Htg
-0.6
0.0
Int Door
ExFlr
Roof
Wall
0
0
33
118
Preheat
0.0
0
0.0
0.0
0
0
0
0
Humidif
Opt Vent
0.0
0.0
0
0
0.0
0.0
0.0
0.0
Ext Door
0
0
0
Total
Floor
Part
28 66.7
0 0.0
Lvg
°F
87.6
0.0
-0.6
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
77
Alternative - 2 System Checksums Report Page 24 of 38
Room Checksums
By WILEYWILSON
106 - IT Room
COOLING COIL PEAK
Peaked at Time:
Outside Air:
CLG SPACE PEAK
Mo/Hr: 7 / 17
OADB/WB/HR: 90 / 73 / 98
Space
Sens. + Lat.
Plenum
Sens. + Lat
Btu/h
Btu/h
0
0
70
0
0
198
0
0
0
0
267
0
0
0
0
0
0
Percent
Of Total
(%)
Space
Sensible
Btu/h
Percent
Of Total
(%)
0
0
0
70
0
0
198
0
0
0
0
267
0
0
2
0
0
6
0
0
0
0
8
0
0
70
0
0
198
0
0
0
0
267
0
0
2
0
0
6
0
0
0
0
8
Lights
People
Misc
75
0
3,118
19
0
0
94
0
3,118
3
0
90
75
0
3,118
2
0
90
Sub Total ==>
3,193
19
3,212
92
3,193
92
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
3,461
19
3,479
100.00
3,461
Total Capacity
ton
MBh
Sens Cap.
MBh
Coil Airflow
cfm
0
TEMPERATURES
Mo/Hr: Heating Design
OADB: 24
Net
Total
Btu/h
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
Glass Solar
Glass/Door Cond
Wall Cond
Partition/Door
Floor
Adjacent Floor
Infiltration
Sub Total ==>
HEATING COIL PEAK
Mo/Hr: 7 / 17
OADB: 90
Space Peak
Space Sens
Btu/h
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
Glass Solar
Glass/Door Cond
Wall Cond
Partition/Door
Floor
Adjacent Floor
Infiltration
Sub Total ==>
Coil Peak Percent
Tot Sens Of Total
Btu/h
(%)
0
0
-71
0
0
-189
0
0
0
0
-260
0
0
-71
0
0
-189
0
0
0
0
-260
0.00
0.00
1.76
0.00
0.00
4.69
0.00
0.00
0.00
0.00
6.45
Lights
People
Misc
0
0
0
0
0
0
0.00
0.00
0.00
Sub Total ==>
0
0
0.00
0
0
0
-3,678
0
-96
0
-3,678
0
0
0
0
0
0
0
0.00
2.37
0
91.18
0.00
0.00
0.00
0.00
0.00
0.00
0.00
-4,034
100.00
Internal Loads
Internal Loads
Ceiling Load
Ventilation Load
Adj Air Trans Heat
Dehumid. Ov Sizing
Ov/Undr Sizing
Exhaust Heat
Sup. Fan Heat
Ret. Fan Heat
Duct Heat Pkup
Underflr Sup Ht Pkup
Supply Air Leakage
Grand Total ==>
0
0
0
0
0 Ceiling Load
0 Ventilation Load
0 Adj Air Trans Heat
Ov/Undr Sizing
0 Exhaust Heat
OA Preheat Diff.
RA Preheat Diff.
Additional Reheat
System Plenum Heat
Underflr Sup Ht Pkup
Supply Air Leakage
0
100.00 Grand Total ==>
-3,938
COOLING COIL SELECTION
Main Clg
Aux Clg
0.3
0.0
4.0
0.0
3.5
0.0
210
0
Opt Vent
0.0
0.0
0.0
0
Total
0.3
4.0
Project Name:
214180
Dataset Name:
214180 PEEDEE.TRC
AREAS
Enter DB/WB/HR
°F °F
gr/lb
75.1 62.4
0.0 0.0
0.0
0.0
66.6
0.0
0.0
Leave DB/WB/HR
°F
°F
gr/lb
59.8 56.0
0.0 0.0
0.0
0.0
63.0
0.0
0.0
Gross Total
Cooling
59.8
75.0
75.1
75.1
0.0
0.0
0.0
SADB
Ra Plenum
Return
Ret/OA
Fn MtrTD
Fn BldTD
Fn Frict
Heating
87.6
70.0
70.0
69.6
0.0
0.0
0.0
AIRFLOWS
Cooling
210
Heating
210
Terminal
Main Fan
210
210
210
210
Sec Fan
Nom Vent
AHU Vent
Infil
MinStop/Rh
Return
Exhaust
Rm Exh
Auxiliary
Leakage Dwn
Leakage Ups
0
0
0
0
0
210
0
0
0
0
0
0
2
2
0
0
210
2
0
0
0
0
Diffuser
ENGINEERING CKS
% OA
cfm/ft²
cfm/ton
ft²/ton
Btu/hr·ft²
No. People
Cooling
0.0
6.55
628.44
95.97
125.04
0
Heating
0.9
6.55
-128.08
HEATING COIL SELECTION
Glass
ft²
(%)
Capacity Coil Airflow
MBh
cfm
Ent
°F
210 69.6
0 0.0
Lvg
°F
Floor
Part
32
0
Main Htg
Aux Htg
-4.1
0.0
87.6
0.0
Int Door
ExFlr
Roof
Wall
0
0
32
63
Preheat
0.0
0
0.0
0.0
0
0
0
0
Humidif
Opt Vent
0.0
0.0
0
0
0.0
0.0
0.0
0.0
Ext Door
0
0
0
Total
-4.1
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
78
Alternative - 2 System Checksums Report Page 25 of 38
Room Checksums
By WILEYWILSON
107 - LE Office
COOLING COIL PEAK
Peaked at Time:
Outside Air:
CLG SPACE PEAK
Mo/Hr: 7 / 17
OADB/WB/HR: 90 / 73 / 98
Space
Sens. + Lat.
Plenum
Sens. + Lat
Btu/h
Btu/h
0
0
248
991
153
427
0
0
0
0
1,820
0
0
0
0
0
0
Percent
Of Total
(%)
Space
Sensible
Btu/h
Percent
Of Total
(%)
0
0
0
248
991
153
427
0
0
0
0
1,820
0
0
7
26
4
11
0
0
0
0
48
0
0
248
991
153
427
0
0
0
0
1,820
0
0
8
32
5
14
0
0
0
0
59
268
438
780
67
0
0
335
438
780
9
11
20
268
238
780
9
8
25
1,486
67
1,553
41
1,286
41
0
0
0
0
0
0
12
0
0
0
0
0
0
0
0
0
0
0
0
0
0
442
0
0
0
-4
0
0
0
0
0
3,307
63
3,811
100.00
3,107
Total Capacity
ton
MBh
Sens Cap.
MBh
Coil Airflow
cfm
0
TEMPERATURES
Mo/Hr: Heating Design
OADB: 24
Net
Total
Btu/h
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
Glass Solar
Glass/Door Cond
Wall Cond
Partition/Door
Floor
Adjacent Floor
Infiltration
Sub Total ==>
HEATING COIL PEAK
Mo/Hr: 7 / 17
OADB: 90
Space Peak
Space Sens
Btu/h
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
Glass Solar
Glass/Door Cond
Wall Cond
Partition/Door
Floor
Adjacent Floor
Infiltration
Sub Total ==>
Coil Peak Percent
Tot Sens Of Total
Btu/h
(%)
0
0
-252
0
-550
-601
0
0
0
0
-1,403
0
0
-252
0
-550
-601
0
0
0
0
-1,403
0.00
0.00
6.58
0.00
14.33
15.65
0.00
0.00
0.00
0.00
36.56
Lights
People
Misc
0
0
0
0
0
0
0.00
0.00
0.00
Sub Total ==>
0
0
0.00
0
0
0
-1,840
0
-595
0
-1,840
0
0
0
0
0
0
0
0.00
15.50
0
47.94
0.00
0.00
0.00
0.00
0.00
0.00
0.00
-3,837
100.00
Internal Loads
Internal Loads
Lights
People
Misc
Sub Total ==>
Ceiling Load
Ventilation Load
Adj Air Trans Heat
Dehumid. Ov Sizing
Ov/Undr Sizing
Exhaust Heat
Sup. Fan Heat
Ret. Fan Heat
Duct Heat Pkup
Underflr Sup Ht Pkup
Supply Air Leakage
Grand Total ==>
0
-4
0
0
0 Ceiling Load
0 Ventilation Load
0 Adj Air Trans Heat
Ov/Undr Sizing
0 Exhaust Heat
OA Preheat Diff.
RA Preheat Diff.
Additional Reheat
System Plenum Heat
Underflr Sup Ht Pkup
Supply Air Leakage
0
100.00 Grand Total ==>
-3,243
COOLING COIL SELECTION
Main Clg
Aux Clg
0.4
0.0
4.4
0.0
3.4
0.0
188
0
Opt Vent
0.0
0.0
0.0
0
Total
0.4
4.4
Project Name:
214180
Dataset Name:
214180 PEEDEE.TRC
AREAS
Enter DB/WB/HR
°F °F
gr/lb
76.2 63.2
0.0 0.0
0.0
0.0
68.6
0.0
0.0
Leave DB/WB/HR
°F
°F
gr/lb
59.8 55.5
0.0 0.0
0.0
0.0
60.7
0.0
0.0
Gross Total
Cooling
59.8
75.0
75.3
76.2
0.0
0.0
0.0
SADB
Ra Plenum
Return
Ret/OA
Fn MtrTD
Fn BldTD
Fn Frict
Heating
87.6
70.0
70.0
67.1
0.0
0.0
0.0
AIRFLOWS
Cooling
188
Heating
188
Terminal
Main Fan
188
188
188
188
Sec Fan
Nom Vent
AHU Vent
Infil
MinStop/Rh
Return
Exhaust
Rm Exh
Auxiliary
Leakage Dwn
Leakage Ups
0
12
12
0
0
188
12
0
0
0
0
0
12
12
0
0
188
12
0
0
0
0
Diffuser
ENGINEERING CKS
% OA
cfm/ft²
cfm/ton
ft²/ton
Btu/hr·ft²
No. People
Cooling
6.3
1.65
515.02
312.12
38.45
1
Heating
6.3
1.65
-36.74
HEATING COIL SELECTION
Glass
ft²
(%)
Capacity Coil Airflow
MBh
cfm
Ent
°F
Floor
Part
114
0
Main Htg
Aux Htg
-4.2
0.0
Int Door
ExFlr
Roof
Wall
0
0
114
228
Preheat
0.0
0
0.0
0.0
0
28
0
12
Humidif
Opt Vent
0.0
0.0
0
0
0.0
0.0
0.0
0.0
Ext Door
0
0
0
Total
188 67.1
0 0.0
Lvg
°F
87.6
0.0
-4.2
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
79
Alternative - 2 System Checksums Report Page 26 of 38
Room Checksums
By WILEYWILSON
108 - Closet
COOLING COIL PEAK
Peaked at Time:
Outside Air:
CLG SPACE PEAK
Mo/Hr: 7 / 18
OADB/WB/HR: 88 / 71 / 92
Space
Sens. + Lat.
Plenum
Sens. + Lat
Btu/h
Btu/h
0
0
24
0
0
89
0
0
0
0
112
0
0
0
0
0
0
Percent
Of Total
(%)
Space
Sensible
Btu/h
Percent
Of Total
(%)
0
0
0
24
0
0
89
0
0
0
0
112
0
0
16
0
0
60
0
0
0
0
76
0
0
24
0
0
89
0
0
0
0
112
0
0
17
0
0
63
0
0
0
0
80
Lights
People
Misc
28
0
0
7
0
0
35
0
0
24
0
0
28
0
0
20
0
0
Sub Total ==>
28
7
35
24
28
20
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
141
7
148
100.00
141
Total Capacity
ton
MBh
Sens Cap.
MBh
Coil Airflow
cfm
0
TEMPERATURES
Mo/Hr: Heating Design
OADB: 24
Net
Total
Btu/h
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
Glass Solar
Glass/Door Cond
Wall Cond
Partition/Door
Floor
Adjacent Floor
Infiltration
Sub Total ==>
HEATING COIL PEAK
Mo/Hr: 7 / 18
OADB: 88
Space Peak
Space Sens
Btu/h
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
Glass Solar
Glass/Door Cond
Wall Cond
Partition/Door
Floor
Adjacent Floor
Infiltration
Sub Total ==>
Coil Peak Percent
Tot Sens Of Total
Btu/h
(%)
0
0
-29
0
0
-75
0
0
0
0
-104
0
0
-29
0
0
-75
0
0
0
0
-104
0.00
0.00
16.27
0.00
0.00
42.44
0.00
0.00
0.00
0.00
58.71
Lights
People
Misc
0
0
0
0
0
0
0.00
0.00
0.00
Sub Total ==>
0
0
0.00
0
0
0
-33
0
-40
0
-33
0
0
0
0
0
0
0
0.00
22.79
0
18.50
0.00
0.00
0.00
0.00
0.00
0.00
0.00
-177
100.00
Internal Loads
Internal Loads
Ceiling Load
Ventilation Load
Adj Air Trans Heat
Dehumid. Ov Sizing
Ov/Undr Sizing
Exhaust Heat
Sup. Fan Heat
Ret. Fan Heat
Duct Heat Pkup
Underflr Sup Ht Pkup
Supply Air Leakage
Grand Total ==>
0
0
0
0
0 Ceiling Load
0 Ventilation Load
0 Adj Air Trans Heat
Ov/Undr Sizing
0 Exhaust Heat
OA Preheat Diff.
RA Preheat Diff.
Additional Reheat
System Plenum Heat
Underflr Sup Ht Pkup
Supply Air Leakage
0
100.00 Grand Total ==>
-137
COOLING COIL SELECTION
Main Clg
Aux Clg
0.0
0.0
0.2
0.0
0.2
0.0
9
0
Opt Vent
0.0
0.0
0.0
0
Total
0.0
0.2
Project Name:
214180
Dataset Name:
214180 PEEDEE.TRC
AREAS
Enter DB/WB/HR
°F °F
gr/lb
75.8 62.7
0.0 0.0
0.0
0.0
66.6
0.0
0.0
Leave DB/WB/HR
°F
°F
gr/lb
59.8 56.0
0.0 0.0
0.0
0.0
62.8
0.0
0.0
Gross Total
Cooling
59.8
75.0
75.8
75.8
0.0
0.0
0.0
SADB
Ra Plenum
Return
Ret/OA
Fn MtrTD
Fn BldTD
Fn Frict
Heating
87.6
70.0
70.0
65.6
0.0
0.0
0.0
AIRFLOWS
Cooling
9
Heating
9
Terminal
Main Fan
9
9
9
9
Sec Fan
Nom Vent
AHU Vent
Infil
MinStop/Rh
Return
Exhaust
Rm Exh
Auxiliary
Leakage Dwn
Leakage Ups
0
0
0
0
0
9
0
0
0
0
0
0
1
1
0
0
9
1
0
0
0
0
Diffuser
ENGINEERING CKS
% OA
cfm/ft²
cfm/ton
ft²/ton
Btu/hr·ft²
No. People
Cooling
0.0
0.65
601.76
919.22
13.05
0
Heating
9.4
0.65
-15.61
HEATING COIL SELECTION
Glass
ft²
(%)
Capacity Coil Airflow
MBh
cfm
Ent
°F
9 65.6
0 0.0
Lvg
°F
Floor
Part
13
0
Main Htg
Aux Htg
-0.2
0.0
87.6
0.0
Int Door
ExFlr
Roof
Wall
0
0
13
25
Preheat
0.0
0
0.0
0.0
0
0
0
0
Humidif
Opt Vent
0.0
0.0
0
0
0.0
0.0
0.0
0.0
Ext Door
0
0
0
Total
-0.2
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
80
Alternative - 2 System Checksums Report Page 27 of 38
Room Checksums
By WILEYWILSON
109 - Secure Storage
COOLING COIL PEAK
Peaked at Time:
Outside Air:
CLG SPACE PEAK
Mo/Hr: 7 / 15
OADB/WB/HR: 92 / 74 / 104
Space
Sens. + Lat.
Plenum
Sens. + Lat
Btu/h
Btu/h
0
0
166
0
0
0
0
0
0
0
166
0
0
0
0
0
0
Percent
Of Total
(%)
Space
Sensible
Btu/h
Percent
Of Total
(%)
0
0
0
166
0
0
0
0
0
0
0
166
0
0
46
0
0
0
0
0
0
0
46
0
0
166
0
0
0
0
0
0
0
166
0
0
52
0
0
0
0
0
0
0
52
Lights
People
Misc
153
0
0
38
0
0
191
0
0
54
0
0
153
0
0
48
0
0
Sub Total ==>
153
38
191
54
153
48
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
319
38
357
100.00
319
Total Capacity
ton
MBh
Sens Cap.
MBh
Coil Airflow
cfm
0
TEMPERATURES
Mo/Hr: Heating Design
OADB: 24
Net
Total
Btu/h
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
Glass Solar
Glass/Door Cond
Wall Cond
Partition/Door
Floor
Adjacent Floor
Infiltration
Sub Total ==>
HEATING COIL PEAK
Mo/Hr: 7 / 15
OADB: 92
Space Peak
Space Sens
Btu/h
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
Glass Solar
Glass/Door Cond
Wall Cond
Partition/Door
Floor
Adjacent Floor
Infiltration
Sub Total ==>
Coil Peak Percent
Tot Sens Of Total
Btu/h
(%)
0
0
-144
0
0
0
0
0
0
0
-144
0
0
-144
0
0
0
0
0
0
0
-144
0.00
0.00
27.19
0.00
0.00
0.00
0.00
0.00
0.00
0.00
27.19
Lights
People
Misc
0
0
0
0
0
0
0.00
0.00
0.00
Sub Total ==>
0
0
0.00
0
0
0
-189
0
-197
0
-189
0
0
0
0
0
0
0
0.00
37.14
0
35.67
0.00
0.00
0.00
0.00
0.00
0.00
0.00
-529
100.00
Internal Loads
Internal Loads
Ceiling Load
Ventilation Load
Adj Air Trans Heat
Dehumid. Ov Sizing
Ov/Undr Sizing
Exhaust Heat
Sup. Fan Heat
Ret. Fan Heat
Duct Heat Pkup
Underflr Sup Ht Pkup
Supply Air Leakage
Grand Total ==>
0
0
0
0
0 Ceiling Load
0 Ventilation Load
0 Adj Air Trans Heat
Ov/Undr Sizing
0 Exhaust Heat
OA Preheat Diff.
RA Preheat Diff.
Additional Reheat
System Plenum Heat
Underflr Sup Ht Pkup
Supply Air Leakage
0
100.00 Grand Total ==>
-333
COOLING COIL SELECTION
Main Clg
Aux Clg
0.0
0.0
0.4
0.0
0.4
0.0
19
0
Opt Vent
0.0
0.0
0.0
0
Total
0.0
0.4
Project Name:
214180
Dataset Name:
214180 PEEDEE.TRC
AREAS
Enter DB/WB/HR
°F °F
gr/lb
76.8 63.0
0.0 0.0
0.0
0.0
66.6
0.0
0.0
Leave DB/WB/HR
°F
°F
gr/lb
59.8 55.9
0.0 0.0
0.0
0.0
62.6
0.0
0.0
Gross Total
Cooling
59.8
75.0
76.8
76.8
0.0
0.0
0.0
SADB
Ra Plenum
Return
Ret/OA
Fn MtrTD
Fn BldTD
Fn Frict
Heating
87.6
70.0
70.0
60.6
0.0
0.0
0.0
AIRFLOWS
Cooling
19
Heating
19
Terminal
Main Fan
19
19
19
19
Sec Fan
Nom Vent
AHU Vent
Infil
MinStop/Rh
Return
Exhaust
Rm Exh
Auxiliary
Leakage Dwn
Leakage Ups
0
0
0
0
0
19
0
0
0
0
0
0
4
4
0
0
19
4
0
0
0
0
Diffuser
ENGINEERING CKS
% OA
cfm/ft²
cfm/ton
ft²/ton
Btu/hr·ft²
No. People
Cooling
0.0
0.30
564.11
1,899.87
6.32
0
Heating
20.2
0.30
-8.70
HEATING COIL SELECTION
Glass
ft²
(%)
Capacity Coil Airflow
MBh
cfm
Ent
°F
19 60.6
0 0.0
Lvg
°F
Floor
Part
65
0
Main Htg
Aux Htg
-0.6
0.0
87.6
0.0
Int Door
ExFlr
Roof
Wall
0
0
65
0
Preheat
0.0
0
0.0
0.0
0
0
0
0
Humidif
Opt Vent
0.0
0.0
0
0
0.0
0.0
0.0
0.0
Ext Door
0
0
0
Total
-0.6
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
81
Alternative - 2 System Checksums Report Page 28 of 38
Room Checksums
By WILEYWILSON
110 - Work
COOLING COIL PEAK
Peaked at Time:
Outside Air:
CLG SPACE PEAK
Mo/Hr: 7 / 15
OADB/WB/HR: 92 / 74 / 104
Space
Sens. + Lat.
Plenum
Sens. + Lat
Btu/h
Btu/h
0
0
318
0
0
0
0
0
0
0
318
0
0
0
0
0
0
Percent
Of Total
(%)
Space
Sensible
Btu/h
Percent
Of Total
(%)
0
0
0
318
0
0
0
0
0
0
0
318
0
0
13
0
0
0
0
0
0
0
13
0
0
274
0
0
0
0
0
0
0
274
0
0
17
0
0
0
0
0
0
0
17
295
443
755
74
0
0
368
443
755
15
18
31
312
247
798
19
15
49
1,493
74
1,567
65
1,357
83
0
0
0
0
0
0
22
0
0
0
0
0
0
0
0
0
0
0
0
0
0
542
0
0
0
-9
0
0
0
0
0
1,811
64
2,418
100.00
1,631
Total Capacity
ton
MBh
Sens Cap.
MBh
Coil Airflow
cfm
0
TEMPERATURES
Mo/Hr: Heating Design
OADB: 24
Net
Total
Btu/h
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
Glass Solar
Glass/Door Cond
Wall Cond
Partition/Door
Floor
Adjacent Floor
Infiltration
Sub Total ==>
HEATING COIL PEAK
Mo/Hr: 7 / 17
OADB: 90
Space Peak
Space Sens
Btu/h
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
Glass Solar
Glass/Door Cond
Wall Cond
Partition/Door
Floor
Adjacent Floor
Infiltration
Sub Total ==>
Coil Peak Percent
Tot Sens Of Total
Btu/h
(%)
0
0
-277
0
0
0
0
0
0
0
-277
0
0
-277
0
0
0
0
0
0
0
-277
0.00
0.00
11.31
0.00
0.00
0.00
0.00
0.00
0.00
0.00
11.31
Lights
People
Misc
0
0
0
0
0
0
0.00
0.00
0.00
Sub Total ==>
0
0
0.00
0
0
0
-1,541
0
-630
0
-1,541
0
0
0
0
0
0
0
0.00
25.74
0
62.95
0.00
0.00
0.00
0.00
0.00
0.00
0.00
-2,448
100.00
Internal Loads
Internal Loads
Lights
People
Misc
Sub Total ==>
Ceiling Load
Ventilation Load
Adj Air Trans Heat
Dehumid. Ov Sizing
Ov/Undr Sizing
Exhaust Heat
Sup. Fan Heat
Ret. Fan Heat
Duct Heat Pkup
Underflr Sup Ht Pkup
Supply Air Leakage
Grand Total ==>
0
-9
0
0
0 Ceiling Load
0 Ventilation Load
0 Adj Air Trans Heat
Ov/Undr Sizing
0 Exhaust Heat
OA Preheat Diff.
RA Preheat Diff.
Additional Reheat
System Plenum Heat
Underflr Sup Ht Pkup
Supply Air Leakage
0
100.00 Grand Total ==>
-1,818
COOLING COIL SELECTION
Main Clg
Aux Clg
0.2
0.0
2.8
0.0
1.9
0.0
99
0
Opt Vent
0.0
0.0
0.0
0
Total
0.2
2.8
Project Name:
214180
Dataset Name:
214180 PEEDEE.TRC
AREAS
Enter DB/WB/HR
°F °F
gr/lb
77.7 64.3
0.0 0.0
0.0
0.0
71.3
0.0
0.0
Leave DB/WB/HR
°F
°F
gr/lb
59.8 55.0
0.0 0.0
0.0
0.0
58.7
0.0
0.0
Gross Total
Cooling
59.8
75.0
75.7
77.7
0.0
0.0
0.0
SADB
Ra Plenum
Return
Ret/OA
Fn MtrTD
Fn BldTD
Fn Frict
Heating
87.6
70.0
70.0
64.1
0.0
0.0
0.0
AIRFLOWS
Cooling
99
Heating
99
Terminal
Main Fan
99
99
99
99
Sec Fan
Nom Vent
AHU Vent
Infil
MinStop/Rh
Return
Exhaust
Rm Exh
Auxiliary
Leakage Dwn
Leakage Ups
0
13
13
0
0
99
13
0
0
0
0
0
13
13
0
0
99
13
0
0
0
0
Diffuser
ENGINEERING CKS
% OA
cfm/ft²
cfm/ton
ft²/ton
Btu/hr·ft²
No. People
Cooling
12.7
0.79
426.33
539.47
22.24
1
Heating
12.7
0.79
-20.14
HEATING COIL SELECTION
Glass
ft²
(%)
Capacity Coil Airflow
MBh
cfm
Ent
°F
99 64.1
0 0.0
Lvg
°F
Floor
Part
125
0
Main Htg
Aux Htg
-2.5
0.0
87.6
0.0
Int Door
ExFlr
Roof
Wall
0
0
125
0
Preheat
0.0
0
0.0
0.0
0
0
0
0
Humidif
Opt Vent
0.0
0.0
0
0
0.0
0.0
0.0
0.0
Ext Door
0
0
0
Total
-2.5
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
82
Alternative - 2 System Checksums Report Page 29 of 38
Room Checksums
By WILEYWILSON
111 - Hall
COOLING COIL PEAK
Peaked at Time:
Outside Air:
CLG SPACE PEAK
Mo/Hr: 7 / 15
OADB/WB/HR: 92 / 74 / 104
Space
Sens. + Lat.
Plenum
Sens. + Lat
Btu/h
Btu/h
0
0
372
0
0
0
0
0
0
0
372
0
0
0
0
0
0
Percent
Of Total
(%)
Space
Sensible
Btu/h
Percent
Of Total
(%)
0
0
0
372
0
0
0
0
0
0
0
372
0
0
32
0
0
0
0
0
0
0
32
0
0
372
0
0
0
0
0
0
0
372
0
0
52
0
0
0
0
0
0
0
52
Lights
People
Misc
344
0
0
86
0
0
430
0
0
37
0
0
344
0
0
48
0
0
Sub Total ==>
344
86
430
37
344
48
0
0
0
0
0
0
33
0
0
0
-1
0
0
0
0
0
0
0
0
0
0
382
0
0
0
-17
0
0
0
0
0
716
69
1,166
100.00
716
Total Capacity
ton
MBh
Sens Cap.
MBh
Coil Airflow
cfm
0
TEMPERATURES
Mo/Hr: Heating Design
OADB: 24
Net
Total
Btu/h
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
Glass Solar
Glass/Door Cond
Wall Cond
Partition/Door
Floor
Adjacent Floor
Infiltration
Sub Total ==>
HEATING COIL PEAK
Mo/Hr: 7 / 15
OADB: 92
Space Peak
Space Sens
Btu/h
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
Glass Solar
Glass/Door Cond
Wall Cond
Partition/Door
Floor
Adjacent Floor
Infiltration
Sub Total ==>
Coil Peak Percent
Tot Sens Of Total
Btu/h
(%)
0
0
-323
0
0
0
0
0
0
0
-323
0
0
-323
0
0
0
0
0
0
0
-323
0.00
0.00
27.14
0.00
0.00
0.00
0.00
0.00
0.00
0.00
27.14
Lights
People
Misc
0
0
0
0
0
0
0.00
0.00
0.00
Sub Total ==>
0
0
0.00
0
0
0
-424
0
-444
0
-424
0
0
0
0
0
0
0
0.00
37.25
0
35.61
0.00
0.00
0.00
0.00
0.00
0.00
0.00
-1,191
100.00
Internal Loads
Internal Loads
Ceiling Load
Ventilation Load
Adj Air Trans Heat
Dehumid. Ov Sizing
Ov/Undr Sizing
Exhaust Heat
Sup. Fan Heat
Ret. Fan Heat
Duct Heat Pkup
Underflr Sup Ht Pkup
Supply Air Leakage
Grand Total ==>
0
-17
0
0
0 Ceiling Load
0 Ventilation Load
0 Adj Air Trans Heat
Ov/Undr Sizing
0 Exhaust Heat
OA Preheat Diff.
RA Preheat Diff.
Additional Reheat
System Plenum Heat
Underflr Sup Ht Pkup
Supply Air Leakage
0
100.00 Grand Total ==>
-747
COOLING COIL SELECTION
Main Clg
Aux Clg
0.1
0.0
1.3
0.0
0.9
0.0
43
0
Opt Vent
0.0
0.0
0.0
0
Total
0.1
1.3
Project Name:
214180
Dataset Name:
214180 PEEDEE.TRC
AREAS
Enter DB/WB/HR
°F °F
gr/lb
79.8 65.5
0.0 0.0
0.0
0.0
74.2
0.0
0.0
Leave DB/WB/HR
°F
°F
gr/lb
59.8 55.5
0.0 0.0
0.0
0.0
60.9
0.0
0.0
Gross Total
Cooling
59.8
75.0
76.8
79.8
0.0
0.0
0.0
SADB
Ra Plenum
Return
Ret/OA
Fn MtrTD
Fn BldTD
Fn Frict
Heating
87.6
70.0
70.0
60.6
0.0
0.0
0.0
AIRFLOWS
Cooling
43
Heating
43
Terminal
Main Fan
43
43
43
43
Sec Fan
Nom Vent
AHU Vent
Infil
MinStop/Rh
Return
Exhaust
Rm Exh
Auxiliary
Leakage Dwn
Leakage Ups
0
9
9
0
0
43
9
0
0
0
0
0
9
9
0
0
43
9
0
0
0
0
Diffuser
ENGINEERING CKS
% OA
cfm/ft²
cfm/ton
ft²/ton
Btu/hr·ft²
No. People
Cooling
20.3
0.30
387.91
1,306.48
9.18
0
Heating
20.3
0.30
-8.71
HEATING COIL SELECTION
Glass
ft²
(%)
Capacity Coil Airflow
MBh
cfm
Ent
°F
43 60.6
0 0.0
Lvg
°F
Floor
Part
146
0
Main Htg
Aux Htg
-1.3
0.0
87.6
0.0
Int Door
ExFlr
Roof
Wall
0
0
146
0
Preheat
0.0
0
0.0
0.0
0
0
0
0
Humidif
Opt Vent
0.0
0.0
0
0
0.0
0.0
0.0
0.0
Ext Door
0
0
0
Total
-1.3
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
83
Alternative - 2 System Checksums Report Page 30 of 38
Room Checksums
By WILEYWILSON
112 - Mech
COOLING COIL PEAK
Peaked at Time:
Outside Air:
CLG SPACE PEAK
Mo/Hr: 7 / 18
OADB/WB/HR: 88 / 71 / 92
Space
Sens. + Lat.
Plenum
Sens. + Lat
Btu/h
Btu/h
0
0
45
0
0
195
0
0
0
0
240
0
0
0
0
0
0
Percent
Of Total
(%)
Space
Sensible
Btu/h
Percent
Of Total
(%)
0
0
0
45
0
0
195
0
0
0
0
240
0
0
15
0
0
63
0
0
0
0
78
0
0
45
0
0
195
0
0
0
0
240
0
0
15
0
0
66
0
0
0
0
82
Lights
People
Misc
54
0
0
14
0
0
67
0
0
22
0
0
54
0
0
18
0
0
Sub Total ==>
54
14
67
22
54
18
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
294
14
308
100.00
294
Total Capacity
ton
MBh
Sens Cap.
MBh
Coil Airflow
cfm
0
TEMPERATURES
Mo/Hr: Heating Design
OADB: 24
Net
Total
Btu/h
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
Glass Solar
Glass/Door Cond
Wall Cond
Partition/Door
Floor
Adjacent Floor
Infiltration
Sub Total ==>
HEATING COIL PEAK
Mo/Hr: 7 / 18
OADB: 88
Space Peak
Space Sens
Btu/h
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
Glass Solar
Glass/Door Cond
Wall Cond
Partition/Door
Floor
Adjacent Floor
Infiltration
Sub Total ==>
Coil Peak Percent
Tot Sens Of Total
Btu/h
(%)
0
0
-55
0
0
-165
0
0
0
0
-221
0
0
-55
0
0
-165
0
0
0
0
-221
0.00
0.00
15.33
0.00
0.00
45.77
0.00
0.00
0.00
0.00
61.10
Lights
People
Misc
0
0
0
0
0
0
0.00
0.00
0.00
Sub Total ==>
0
0
0.00
0
0
0
-65
0
-76
0
-65
0
0
0
0
0
0
0
0.00
20.95
0
17.95
0.00
0.00
0.00
0.00
0.00
0.00
0.00
-361
100.00
Internal Loads
Internal Loads
Ceiling Load
Ventilation Load
Adj Air Trans Heat
Dehumid. Ov Sizing
Ov/Undr Sizing
Exhaust Heat
Sup. Fan Heat
Ret. Fan Heat
Duct Heat Pkup
Underflr Sup Ht Pkup
Supply Air Leakage
Grand Total ==>
0
0
0
0
0 Ceiling Load
0 Ventilation Load
0 Adj Air Trans Heat
Ov/Undr Sizing
0 Exhaust Heat
OA Preheat Diff.
RA Preheat Diff.
Additional Reheat
System Plenum Heat
Underflr Sup Ht Pkup
Supply Air Leakage
0
100.00 Grand Total ==>
-285
COOLING COIL SELECTION
Main Clg
Aux Clg
0.0
0.0
0.4
0.0
0.3
0.0
18
0
Opt Vent
0.0
0.0
0.0
0
Total
0.0
0.4
Project Name:
214180
Dataset Name:
214180 PEEDEE.TRC
AREAS
Enter DB/WB/HR
°F °F
gr/lb
75.7 62.6
0.0 0.0
0.0
0.0
66.6
0.0
0.0
Leave DB/WB/HR
°F
°F
gr/lb
59.8 56.0
0.0 0.0
0.0
0.0
62.8
0.0
0.0
Gross Total
Cooling
59.8
75.0
75.7
75.7
0.0
0.0
0.0
SADB
Ra Plenum
Return
Ret/OA
Fn MtrTD
Fn BldTD
Fn Frict
Heating
87.6
70.0
70.0
66.1
0.0
0.0
0.0
AIRFLOWS
Cooling
18
Heating
18
Terminal
Main Fan
18
18
18
18
Sec Fan
Nom Vent
AHU Vent
Infil
MinStop/Rh
Return
Exhaust
Rm Exh
Auxiliary
Leakage Dwn
Leakage Ups
0
0
0
0
0
18
0
0
0
0
0
0
2
2
0
0
18
2
0
0
0
0
Diffuser
ENGINEERING CKS
% OA
cfm/ft²
cfm/ton
ft²/ton
Btu/hr·ft²
No. People
Cooling
0.0
0.71
604.17
847.44
14.16
0
Heating
8.4
0.71
-16.64
HEATING COIL SELECTION
Glass
ft²
(%)
Capacity Coil Airflow
MBh
cfm
Ent
°F
18 66.1
0 0.0
Lvg
°F
Floor
Part
25
0
Main Htg
Aux Htg
-0.4
0.0
87.6
0.0
Int Door
ExFlr
Roof
Wall
0
0
25
55
Preheat
0.0
0
0.0
0.0
0
0
0
0
Humidif
Opt Vent
0.0
0.0
0
0
0.0
0.0
0.0
0.0
Ext Door
0
0
0
Total
-0.4
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
84
Alternative - 2 System Checksums Report Page 31 of 38
Room Checksums
By WILEYWILSON
113 - PM Office
COOLING COIL PEAK
Peaked at Time:
Outside Air:
CLG SPACE PEAK
Mo/Hr: 7 / 17
OADB/WB/HR: 90 / 73 / 98
Space
Sens. + Lat.
Plenum
Sens. + Lat
Btu/h
Btu/h
0
0
288
1,002
154
393
0
0
0
0
1,837
0
0
0
0
0
0
Percent
Of Total
(%)
Space
Sensible
Btu/h
Percent
Of Total
(%)
0
0
0
288
1,002
154
393
0
0
0
0
1,837
0
0
7
25
4
10
0
0
0
0
47
0
0
288
1,002
154
393
0
0
0
0
1,837
0
0
9
32
5
12
0
0
0
0
58
314
440
784
79
0
0
393
440
784
10
11
20
314
240
784
10
8
25
1,538
79
1,616
41
1,338
42
0
0
0
0
0
0
12
0
0
0
0
0
0
0
0
0
0
0
0
0
0
483
0
0
0
-5
0
0
0
0
0
3,375
73
3,931
100.00
3,175
Total Capacity
ton
MBh
Sens Cap.
MBh
Coil Airflow
cfm
0
TEMPERATURES
Mo/Hr: Heating Design
OADB: 24
Net
Total
Btu/h
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
Glass Solar
Glass/Door Cond
Wall Cond
Partition/Door
Floor
Adjacent Floor
Infiltration
Sub Total ==>
HEATING COIL PEAK
Mo/Hr: 7 / 17
OADB: 90
Space Peak
Space Sens
Btu/h
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
Glass Solar
Glass/Door Cond
Wall Cond
Partition/Door
Floor
Adjacent Floor
Infiltration
Sub Total ==>
Coil Peak Percent
Tot Sens Of Total
Btu/h
(%)
0
0
-292
0
-550
-517
0
0
0
0
-1,359
0
0
-292
0
-550
-517
0
0
0
0
-1,359
0.00
0.00
7.34
0.00
13.80
12.97
0.00
0.00
0.00
0.00
34.11
Lights
People
Misc
0
0
0
0
0
0
0.00
0.00
0.00
Sub Total ==>
0
0
0.00
0
0
0
-1,974
0
-650
0
-1,974
0
0
0
0
0
0
0
0.00
16.33
0
49.57
0.00
0.00
0.00
0.00
0.00
0.00
0.00
-3,983
100.00
Internal Loads
Internal Loads
Lights
People
Misc
Sub Total ==>
Ceiling Load
Ventilation Load
Adj Air Trans Heat
Dehumid. Ov Sizing
Ov/Undr Sizing
Exhaust Heat
Sup. Fan Heat
Ret. Fan Heat
Duct Heat Pkup
Underflr Sup Ht Pkup
Supply Air Leakage
Grand Total ==>
0
-5
0
0
0 Ceiling Load
0 Ventilation Load
0 Adj Air Trans Heat
Ov/Undr Sizing
0 Exhaust Heat
OA Preheat Diff.
RA Preheat Diff.
Additional Reheat
System Plenum Heat
Underflr Sup Ht Pkup
Supply Air Leakage
0
100.00 Grand Total ==>
-3,333
COOLING COIL SELECTION
Main Clg
Aux Clg
0.4
0.0
4.5
0.0
3.5
0.0
192
0
Opt Vent
0.0
0.0
0.0
0
Total
0.4
4.5
Project Name:
214180
Dataset Name:
214180 PEEDEE.TRC
AREAS
Enter DB/WB/HR
°F °F
gr/lb
76.3 63.3
0.0 0.0
0.0
0.0
68.7
0.0
0.0
Leave DB/WB/HR
°F
°F
gr/lb
59.8 55.5
0.0 0.0
0.0
0.0
60.7
0.0
0.0
Gross Total
Cooling
59.8
75.0
75.4
76.3
0.0
0.0
0.0
SADB
Ra Plenum
Return
Ret/OA
Fn MtrTD
Fn BldTD
Fn Frict
Heating
87.6
70.0
70.0
66.9
0.0
0.0
0.0
AIRFLOWS
Cooling
192
Heating
192
Terminal
Main Fan
192
192
192
192
Sec Fan
Nom Vent
AHU Vent
Infil
MinStop/Rh
Return
Exhaust
Rm Exh
Auxiliary
Leakage Dwn
Leakage Ups
0
13
13
0
0
192
13
0
0
0
0
0
13
13
0
0
192
13
0
0
0
0
Diffuser
ENGINEERING CKS
% OA
cfm/ft²
cfm/ton
ft²/ton
Btu/hr·ft²
No. People
Cooling
6.7
1.46
510.29
350.36
34.25
1
Heating
6.7
1.46
-32.75
HEATING COIL SELECTION
Glass
ft²
(%)
Capacity Coil Airflow
MBh
cfm
Ent
°F
Floor
Part
132
0
Main Htg
Aux Htg
-4.3
0.0
Int Door
ExFlr
Roof
Wall
0
0
132
200
Preheat
0.0
0
0.0
0.0
0
28
0
14
Humidif
Opt Vent
0.0
0.0
0
0
0.0
0.0
0.0
0.0
Ext Door
0
0
0
Total
192 66.9
0 0.0
Lvg
°F
87.6
0.0
-4.3
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
85
Alternative - 2 System Checksums Report Page 32 of 38
Room Checksums
By WILEYWILSON
114 - Closet
COOLING COIL PEAK
Peaked at Time:
Outside Air:
CLG SPACE PEAK
Mo/Hr: 7 / 18
OADB/WB/HR: 88 / 71 / 92
Space
Sens. + Lat.
Plenum
Sens. + Lat
Btu/h
Btu/h
0
0
19
0
0
204
0
0
0
0
223
0
0
0
0
0
0
Percent
Of Total
(%)
Space
Sensible
Btu/h
Percent
Of Total
(%)
0
0
0
19
0
0
204
0
0
0
0
223
0
0
8
0
0
81
0
0
0
0
89
0
0
19
0
0
204
0
0
0
0
223
0
0
8
0
0
83
0
0
0
0
91
Lights
People
Misc
23
0
0
6
0
0
29
0
0
11
0
0
23
0
0
9
0
0
Sub Total ==>
23
6
29
11
23
9
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
246
6
252
100.00
246
Total Capacity
ton
MBh
Sens Cap.
MBh
Coil Airflow
cfm
0
TEMPERATURES
Mo/Hr: Heating Design
OADB: 24
Net
Total
Btu/h
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
Glass Solar
Glass/Door Cond
Wall Cond
Partition/Door
Floor
Adjacent Floor
Infiltration
Sub Total ==>
HEATING COIL PEAK
Mo/Hr: 7 / 18
OADB: 88
Space Peak
Space Sens
Btu/h
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
Glass Solar
Glass/Door Cond
Wall Cond
Partition/Door
Floor
Adjacent Floor
Infiltration
Sub Total ==>
Coil Peak Percent
Tot Sens Of Total
Btu/h
(%)
0
0
-24
0
0
-174
0
0
0
0
-199
0
0
-24
0
0
-174
0
0
0
0
-199
0.00
0.00
9.01
0.00
0.00
64.47
0.00
0.00
0.00
0.00
73.48
Lights
People
Misc
0
0
0
0
0
0
0.00
0.00
0.00
Sub Total ==>
0
0
0.00
0
0
0
-36
0
-35
0
-36
0
0
0
0
0
0
0
0.00
13.06
0
13.46
0.00
0.00
0.00
0.00
0.00
0.00
0.00
-270
100.00
Internal Loads
Internal Loads
Ceiling Load
Ventilation Load
Adj Air Trans Heat
Dehumid. Ov Sizing
Ov/Undr Sizing
Exhaust Heat
Sup. Fan Heat
Ret. Fan Heat
Duct Heat Pkup
Underflr Sup Ht Pkup
Supply Air Leakage
Grand Total ==>
0
0
0
0
0 Ceiling Load
0 Ventilation Load
0 Adj Air Trans Heat
Ov/Undr Sizing
0 Exhaust Heat
OA Preheat Diff.
RA Preheat Diff.
Additional Reheat
System Plenum Heat
Underflr Sup Ht Pkup
Supply Air Leakage
0
100.00 Grand Total ==>
-235
COOLING COIL SELECTION
Main Clg
Aux Clg
0.0
0.0
0.3
0.0
0.3
0.0
15
0
Opt Vent
0.0
0.0
0.0
0
Total
0.0
0.3
Project Name:
214180
Dataset Name:
214180 PEEDEE.TRC
AREAS
Enter DB/WB/HR
°F °F
gr/lb
75.4 62.5
0.0 0.0
0.0
0.0
66.6
0.0
0.0
Leave DB/WB/HR
°F
°F
gr/lb
59.8 56.0
0.0 0.0
0.0
0.0
62.9
0.0
0.0
Gross Total
Cooling
59.8
75.0
75.4
75.4
0.0
0.0
0.0
SADB
Ra Plenum
Return
Ret/OA
Fn MtrTD
Fn BldTD
Fn Frict
Heating
87.6
70.0
70.0
67.8
0.0
0.0
0.0
AIRFLOWS
Cooling
15
Heating
15
Terminal
Main Fan
15
15
15
15
Sec Fan
Nom Vent
AHU Vent
Infil
MinStop/Rh
Return
Exhaust
Rm Exh
Auxiliary
Leakage Dwn
Leakage Ups
0
0
0
0
0
15
0
0
0
0
0
0
1
1
0
0
15
1
0
0
0
0
Diffuser
ENGINEERING CKS
% OA
cfm/ft²
cfm/ton
ft²/ton
Btu/hr·ft²
No. People
Cooling
0.0
1.35
617.41
455.90
26.32
0
Heating
4.7
1.35
-29.08
HEATING COIL SELECTION
Glass
ft²
(%)
Capacity Coil Airflow
MBh
cfm
Ent
°F
15 67.8
0 0.0
Lvg
°F
Floor
Part
11
0
Main Htg
Aux Htg
-0.3
0.0
87.6
0.0
Int Door
ExFlr
Roof
Wall
0
0
11
58
Preheat
0.0
0
0.0
0.0
0
0
0
0
Humidif
Opt Vent
0.0
0.0
0
0
0.0
0.0
0.0
0.0
Ext Door
0
0
0
Total
-0.3
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
86
Alternative - 2 System Checksums Report Page 33 of 38
Room Checksums
By WILEYWILSON
115 - Asst PM Office
COOLING COIL PEAK
Peaked at Time:
Outside Air:
CLG SPACE PEAK
Mo/Hr: 7 / 15
OADB/WB/HR: 92 / 74 / 104
Space
Sens. + Lat.
Plenum
Sens. + Lat
Btu/h
Btu/h
0
0
339
213
80
130
0
0
0
0
763
0
0
0
0
0
0
Percent
Of Total
(%)
Space
Sensible
Btu/h
Percent
Of Total
(%)
0
0
0
339
213
80
130
0
0
0
0
763
0
0
12
7
3
5
0
0
0
0
26
0
0
292
206
77
139
0
0
0
0
714
0
0
14
10
4
7
0
0
0
0
34
304
438
746
76
0
0
380
438
746
13
15
26
324
243
791
16
12
38
1,488
76
1,564
54
1,358
66
0
0
0
0
0
0
20
0
0
0
0
0
0
0
0
0
0
0
0
0
0
564
0
0
0
-8
0
0
0
0
0
2,251
68
2,883
100.00
2,072
Total Capacity
ton
MBh
Sens Cap.
MBh
Coil Airflow
cfm
0
TEMPERATURES
Mo/Hr: Heating Design
OADB: 24
Net
Total
Btu/h
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
Glass Solar
Glass/Door Cond
Wall Cond
Partition/Door
Floor
Adjacent Floor
Infiltration
Sub Total ==>
HEATING COIL PEAK
Mo/Hr: 7 / 17
OADB: 90
Space Peak
Space Sens
Btu/h
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
Glass Solar
Glass/Door Cond
Wall Cond
Partition/Door
Floor
Adjacent Floor
Infiltration
Sub Total ==>
Coil Peak Percent
Tot Sens Of Total
Btu/h
(%)
0
0
-294
0
-275
-273
0
0
0
0
-843
0
0
-294
0
-275
-273
0
0
0
0
-843
0.00
0.00
10.36
0.00
9.67
9.62
0.00
0.00
0.00
0.00
29.65
Lights
People
Misc
0
0
0
0
0
0
0.00
0.00
0.00
Sub Total ==>
0
0
0.00
0
0
0
-1,344
0
-655
0
-1,344
0
0
0
0
0
0
0
0.00
23.06
0
47.28
0.00
0.00
0.00
0.00
0.00
0.00
0.00
-2,842
100.00
Internal Loads
Internal Loads
Lights
People
Misc
Sub Total ==>
Ceiling Load
Ventilation Load
Adj Air Trans Heat
Dehumid. Ov Sizing
Ov/Undr Sizing
Exhaust Heat
Sup. Fan Heat
Ret. Fan Heat
Duct Heat Pkup
Underflr Sup Ht Pkup
Supply Air Leakage
Grand Total ==>
0
-8
0
0
0 Ceiling Load
0 Ventilation Load
0 Adj Air Trans Heat
Ov/Undr Sizing
0 Exhaust Heat
OA Preheat Diff.
RA Preheat Diff.
Additional Reheat
System Plenum Heat
Underflr Sup Ht Pkup
Supply Air Leakage
0
100.00 Grand Total ==>
-2,186
COOLING COIL SELECTION
Main Clg
Aux Clg
0.3
0.0
3.3
0.0
2.4
0.0
125
0
Opt Vent
0.0
0.0
0.0
0
Total
0.3
3.3
Project Name:
214180
Dataset Name:
214180 PEEDEE.TRC
AREAS
Enter DB/WB/HR
°F °F
gr/lb
77.2 64.0
0.0 0.0
0.0
0.0
70.5
0.0
0.0
Leave DB/WB/HR
°F
°F
gr/lb
59.8 55.2
0.0 0.0
0.0
0.0
59.6
0.0
0.0
Gross Total
Cooling
59.8
75.0
75.6
77.2
0.0
0.0
0.0
SADB
Ra Plenum
Return
Ret/OA
Fn MtrTD
Fn BldTD
Fn Frict
Heating
87.6
70.0
70.0
65.2
0.0
0.0
0.0
AIRFLOWS
Cooling
125
Heating
125
Terminal
Main Fan
125
125
125
125
Sec Fan
Nom Vent
AHU Vent
Infil
MinStop/Rh
Return
Exhaust
Rm Exh
Auxiliary
Leakage Dwn
Leakage Ups
0
13
13
0
0
125
13
0
0
0
0
0
13
13
0
0
125
13
0
0
0
0
Diffuser
ENGINEERING CKS
% OA
cfm/ft²
cfm/ton
ft²/ton
Btu/hr·ft²
No. People
Cooling
10.4
0.94
454.18
481.42
24.93
1
Heating
10.4
0.94
-22.95
HEATING COIL SELECTION
Glass
ft²
(%)
Capacity Coil Airflow
MBh
cfm
Ent
°F
Floor
Part
133
0
Main Htg
Aux Htg
-3.1
0.0
Int Door
ExFlr
Roof
Wall
0
0
133
105
Preheat
0.0
0
0.0
0.0
0
14
0
13
Humidif
Opt Vent
0.0
0.0
0
0
0.0
0.0
0.0
0.0
Ext Door
0
0
0
Total
125 65.2
0 0.0
Lvg
°F
87.6
0.0
-3.1
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
87
Alternative - 2 System Checksums Report Page 34 of 38
Room Checksums
By WILEYWILSON
116 - Closet
COOLING COIL PEAK
Peaked at Time:
Outside Air:
CLG SPACE PEAK
Mo/Hr: 7 / 17
OADB/WB/HR: 90 / 73 / 98
Space
Sens. + Lat.
Plenum
Sens. + Lat
Btu/h
Btu/h
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Percent
Of Total
(%)
Space
Sensible
Btu/h
Percent
Of Total
(%)
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Lights
People
Misc
28
0
0
7
0
0
34
0
0
100
0
0
28
0
0
100
0
0
Sub Total ==>
28
7
34
100
28
100
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
28
7
34
100.00
28
Total Capacity
ton
MBh
Sens Cap.
MBh
Coil Airflow
cfm
0
TEMPERATURES
Mo/Hr: Heating Design
OADB: 24
Net
Total
Btu/h
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
Glass Solar
Glass/Door Cond
Wall Cond
Partition/Door
Floor
Adjacent Floor
Infiltration
Sub Total ==>
HEATING COIL PEAK
Mo/Hr: 7 / 17
OADB: 90
Space Peak
Space Sens
Btu/h
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
Glass Solar
Glass/Door Cond
Wall Cond
Partition/Door
Floor
Adjacent Floor
Infiltration
Sub Total ==>
Coil Peak Percent
Tot Sens Of Total
Btu/h
(%)
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Lights
People
Misc
0
0
0
0
0
0
0.00
0.00
0.00
Sub Total ==>
0
0
0.00
0
0
0
-32
0
-35
0
-32
0
0
0
0
0
0
0
0.00
52.60
0
47.40
0.00
0.00
0.00
0.00
0.00
0.00
0.00
-67
100.00
Internal Loads
Internal Loads
Ceiling Load
Ventilation Load
Adj Air Trans Heat
Dehumid. Ov Sizing
Ov/Undr Sizing
Exhaust Heat
Sup. Fan Heat
Ret. Fan Heat
Duct Heat Pkup
Underflr Sup Ht Pkup
Supply Air Leakage
Grand Total ==>
0
0
0
0
0 Ceiling Load
0 Ventilation Load
0 Adj Air Trans Heat
Ov/Undr Sizing
0 Exhaust Heat
OA Preheat Diff.
RA Preheat Diff.
Additional Reheat
System Plenum Heat
Underflr Sup Ht Pkup
Supply Air Leakage
0
100.00 Grand Total ==>
-32
COOLING COIL SELECTION
Main Clg
Aux Clg
0.0
0.0
0.0
0.0
0.0
0.0
2
0
Opt Vent
0.0
0.0
0.0
0
Total
0.0
0.0
Project Name:
214180
Dataset Name:
214180 PEEDEE.TRC
AREAS
Enter DB/WB/HR
°F °F
gr/lb
78.8 63.7
0.0 0.0
0.0
0.0
66.6
0.0
0.0
Leave DB/WB/HR
°F
°F
gr/lb
59.8 55.8
0.0 0.0
0.0
0.0
62.1
0.0
0.0
Gross Total
Cooling
59.8
75.0
78.8
78.8
0.0
0.0
0.0
SADB
Ra Plenum
Return
Ret/OA
Fn MtrTD
Fn BldTD
Fn Frict
Heating
87.6
70.0
70.0
50.5
0.0
0.0
0.0
AIRFLOWS
Cooling
2
Heating
2
Terminal
Main Fan
2
2
2
2
Sec Fan
Nom Vent
AHU Vent
Infil
MinStop/Rh
Return
Exhaust
Rm Exh
Auxiliary
Leakage Dwn
Leakage Ups
0
0
0
0
0
2
0
0
0
0
0
0
1
1
0
0
2
1
0
0
0
0
Diffuser
ENGINEERING CKS
% OA
cfm/ft²
cfm/ton
ft²/ton
Btu/hr·ft²
No. People
Cooling
0.0
0.15
505.86
3,335.53
3.60
0
Heating
42.0
0.15
-6.10
HEATING COIL SELECTION
Glass
ft²
(%)
Capacity Coil Airflow
MBh
cfm
Ent
°F
Lvg
°F
11
0
Main Htg
Aux Htg
-0.1
0.0
2 50.5
0 0.0
87.6
0.0
Int Door
ExFlr
Roof
Wall
0
0
0
0
Preheat
0.0
2 50.5
59.8
0
0
0
0
Humidif
Opt Vent
0.0
0.0
0
0
Ext Door
0
0
0
Total
Floor
Part
0.0
0.0
0.0
0.0
-0.1
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
88
Alternative - 2 System Checksums Report Page 35 of 38
Room Checksums
By WILEYWILSON
117 - Women
COOLING COIL PEAK
Peaked at Time:
Outside Air:
CLG SPACE PEAK
Mo/Hr: 7 / 12
OADB/WB/HR: 87 / 71 / 91
Space
Sens. + Lat.
Plenum
Sens. + Lat
Btu/h
Btu/h
0
0
106
0
0
189
0
0
0
0
295
0
0
0
0
0
0
Percent
Of Total
(%)
Space
Sensible
Btu/h
Percent
Of Total
(%)
0
0
0
106
0
0
189
0
0
0
0
295
0
0
24
0
0
43
0
0
0
0
67
0
0
106
0
0
189
0
0
0
0
295
0
0
26
0
0
46
0
0
0
0
72
Lights
People
Misc
114
0
0
29
0
0
143
0
0
33
0
0
114
0
0
28
0
0
Sub Total ==>
114
29
143
33
114
28
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
409
29
438
100.00
409
Total Capacity
ton
MBh
Sens Cap.
MBh
Coil Airflow
cfm
0
TEMPERATURES
Mo/Hr: Heating Design
OADB: 24
Net
Total
Btu/h
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
Glass Solar
Glass/Door Cond
Wall Cond
Partition/Door
Floor
Adjacent Floor
Infiltration
Sub Total ==>
HEATING COIL PEAK
Mo/Hr: 7 / 12
OADB: 87
Space Peak
Space Sens
Btu/h
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
Glass Solar
Glass/Door Cond
Wall Cond
Partition/Door
Floor
Adjacent Floor
Infiltration
Sub Total ==>
Coil Peak Percent
Tot Sens Of Total
Btu/h
(%)
0
0
-117
0
0
-195
0
0
0
0
-313
0
0
-117
0
0
-195
0
0
0
0
-313
0.00
0.00
29.70
0.00
0.00
49.42
0.00
0.00
0.00
0.00
79.12
Lights
People
Misc
0
0
0
0
0
0
0.00
0.00
0.00
Sub Total ==>
0
0
0.00
0
0
0
-82
0
0
0
-82
0
0
0
0
0
0
0
0.00
0.00
0
20.88
0.00
0.00
0.00
0.00
0.00
0.00
0.00
-395
100.00
Internal Loads
Internal Loads
Ceiling Load
Ventilation Load
Adj Air Trans Heat
Dehumid. Ov Sizing
Ov/Undr Sizing
Exhaust Heat
Sup. Fan Heat
Ret. Fan Heat
Duct Heat Pkup
Underflr Sup Ht Pkup
Supply Air Leakage
Grand Total ==>
0
0
0
0
0 Ceiling Load
0 Ventilation Load
0 Adj Air Trans Heat
Ov/Undr Sizing
0 Exhaust Heat
OA Preheat Diff.
RA Preheat Diff.
Additional Reheat
System Plenum Heat
Underflr Sup Ht Pkup
Supply Air Leakage
0
100.00 Grand Total ==>
-395
COOLING COIL SELECTION
Main Clg
Aux Clg
0.0
0.0
0.5
0.0
0.4
0.0
25
0
Opt Vent
0.0
0.0
0.0
0
Total
0.0
0.5
Project Name:
214180
Dataset Name:
214180 PEEDEE.TRC
AREAS
Enter DB/WB/HR
°F °F
gr/lb
76.1 62.8
0.0 0.0
0.0
0.0
66.6
0.0
0.0
Leave DB/WB/HR
°F
°F
gr/lb
59.8 56.0
0.0 0.0
0.0
0.0
62.7
0.0
0.0
Gross Total
Cooling
59.8
75.0
76.1
76.1
0.0
0.0
0.0
SADB
Ra Plenum
Return
Ret/OA
Fn MtrTD
Fn BldTD
Fn Frict
Heating
87.6
70.0
70.0
70.0
0.0
0.0
0.0
AIRFLOWS
Cooling
25
Heating
25
Terminal
Main Fan
25
25
25
25
Sec Fan
Nom Vent
AHU Vent
Infil
MinStop/Rh
Return
Exhaust
Rm Exh
Auxiliary
Leakage Dwn
Leakage Ups
0
0
0
0
0
25
0
0
0
0
0
0
0
0
0
0
25
0
0
0
0
0
Diffuser
ENGINEERING CKS
% OA
cfm/ft²
cfm/ton
ft²/ton
Btu/hr·ft²
No. People
Cooling
0.0
0.47
590.64
1,263.76
9.50
0
Heating
0.0
0.47
-8.93
HEATING COIL SELECTION
Glass
ft²
(%)
Capacity Coil Airflow
MBh
cfm
Ent
°F
25 70.0
0 0.0
Lvg
°F
Floor
Part
53
0
Main Htg
Aux Htg
-0.5
0.0
87.6
0.0
Int Door
ExFlr
Roof
Wall
0
0
53
65
Preheat
0.0
0
0.0
0.0
0
0
0
0
Humidif
Opt Vent
0.0
0.0
0
0
0.0
0.0
0.0
0.0
Ext Door
0
0
0
Total
-0.5
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
89
Alternative - 2 System Checksums Report Page 36 of 38
Room Checksums
By WILEYWILSON
118 - Men
COOLING COIL PEAK
Peaked at Time:
Outside Air:
CLG SPACE PEAK
Mo/Hr: 7 / 12
OADB/WB/HR: 87 / 71 / 91
Space
Sens. + Lat.
Plenum
Sens. + Lat
Btu/h
Btu/h
0
0
106
0
0
189
0
0
0
0
295
0
0
0
0
0
0
Percent
Of Total
(%)
Space
Sensible
Btu/h
Percent
Of Total
(%)
0
0
0
106
0
0
189
0
0
0
0
295
0
0
24
0
0
43
0
0
0
0
67
0
0
106
0
0
189
0
0
0
0
295
0
0
26
0
0
46
0
0
0
0
72
Lights
People
Misc
114
0
0
29
0
0
143
0
0
33
0
0
114
0
0
28
0
0
Sub Total ==>
114
29
143
33
114
28
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
409
29
438
100.00
409
Total Capacity
ton
MBh
Sens Cap.
MBh
Coil Airflow
cfm
0
TEMPERATURES
Mo/Hr: Heating Design
OADB: 24
Net
Total
Btu/h
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
Glass Solar
Glass/Door Cond
Wall Cond
Partition/Door
Floor
Adjacent Floor
Infiltration
Sub Total ==>
HEATING COIL PEAK
Mo/Hr: 7 / 12
OADB: 87
Space Peak
Space Sens
Btu/h
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
Glass Solar
Glass/Door Cond
Wall Cond
Partition/Door
Floor
Adjacent Floor
Infiltration
Sub Total ==>
Coil Peak Percent
Tot Sens Of Total
Btu/h
(%)
0
0
-117
0
0
-195
0
0
0
0
-313
0
0
-117
0
0
-195
0
0
0
0
-313
0.00
0.00
29.70
0.00
0.00
49.42
0.00
0.00
0.00
0.00
79.12
Lights
People
Misc
0
0
0
0
0
0
0.00
0.00
0.00
Sub Total ==>
0
0
0.00
0
0
0
-82
0
0
0
-82
0
0
0
0
0
0
0
0.00
0.00
0
20.88
0.00
0.00
0.00
0.00
0.00
0.00
0.00
-395
100.00
Internal Loads
Internal Loads
Ceiling Load
Ventilation Load
Adj Air Trans Heat
Dehumid. Ov Sizing
Ov/Undr Sizing
Exhaust Heat
Sup. Fan Heat
Ret. Fan Heat
Duct Heat Pkup
Underflr Sup Ht Pkup
Supply Air Leakage
Grand Total ==>
0
0
0
0
0 Ceiling Load
0 Ventilation Load
0 Adj Air Trans Heat
Ov/Undr Sizing
0 Exhaust Heat
OA Preheat Diff.
RA Preheat Diff.
Additional Reheat
System Plenum Heat
Underflr Sup Ht Pkup
Supply Air Leakage
0
100.00 Grand Total ==>
-395
COOLING COIL SELECTION
Main Clg
Aux Clg
0.0
0.0
0.5
0.0
0.4
0.0
25
0
Opt Vent
0.0
0.0
0.0
0
Total
0.0
0.5
Project Name:
214180
Dataset Name:
214180 PEEDEE.TRC
AREAS
Enter DB/WB/HR
°F °F
gr/lb
76.1 62.8
0.0 0.0
0.0
0.0
66.6
0.0
0.0
Leave DB/WB/HR
°F
°F
gr/lb
59.8 56.0
0.0 0.0
0.0
0.0
62.7
0.0
0.0
Gross Total
Cooling
59.8
75.0
76.1
76.1
0.0
0.0
0.0
SADB
Ra Plenum
Return
Ret/OA
Fn MtrTD
Fn BldTD
Fn Frict
Heating
87.6
70.0
70.0
70.0
0.0
0.0
0.0
AIRFLOWS
Cooling
25
Heating
25
Terminal
Main Fan
25
25
25
25
Sec Fan
Nom Vent
AHU Vent
Infil
MinStop/Rh
Return
Exhaust
Rm Exh
Auxiliary
Leakage Dwn
Leakage Ups
0
0
0
0
0
25
0
0
0
0
0
0
0
0
0
0
25
0
0
0
0
0
Diffuser
ENGINEERING CKS
% OA
cfm/ft²
cfm/ton
ft²/ton
Btu/hr·ft²
No. People
Cooling
0.0
0.47
590.64
1,263.76
9.50
0
Heating
0.0
0.47
-8.93
HEATING COIL SELECTION
Glass
ft²
(%)
Capacity Coil Airflow
MBh
cfm
Ent
°F
25 70.0
0 0.0
Lvg
°F
Floor
Part
53
0
Main Htg
Aux Htg
-0.5
0.0
87.6
0.0
Int Door
ExFlr
Roof
Wall
0
0
53
65
Preheat
0.0
0
0.0
0.0
0
0
0
0
Humidif
Opt Vent
0.0
0.0
0
0
0.0
0.0
0.0
0.0
Ext Door
0
0
0
Total
-0.5
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
90
Alternative - 2 System Checksums Report Page 37 of 38
Room Checksums
By WILEYWILSON
119 - Break
COOLING COIL PEAK
Peaked at Time:
Outside Air:
CLG SPACE PEAK
Mo/Hr: 7 / 17
OADB/WB/HR: 90 / 73 / 98
Space
Sens. + Lat.
Plenum
Sens. + Lat
Btu/h
Btu/h
0
0
196
204
276
290
0
0
0
0
966
0
0
0
0
0
0
Percent
Of Total
(%)
Space
Sensible
Btu/h
Percent
Of Total
(%)
0
0
0
196
204
276
290
0
0
0
0
966
0
0
5
5
7
7
0
0
0
0
25
0
0
196
204
276
290
0
0
0
0
966
0
0
6
6
9
9
0
0
0
0
30
Lights
People
Misc
211
434
1,827
53
0
0
264
434
1,827
7
11
47
211
234
1,827
7
7
56
Sub Total ==>
2,472
53
2,524
65
2,272
70
0
0
0
0
0
0
10
0
0
0
0
0
0
0
0
0
0
0
0
0
0
389
0
0
0
-3
0
0
0
0
0
3,438
50
3,877
100.00
3,238
Total Capacity
ton
MBh
Sens Cap.
MBh
Coil Airflow
cfm
0
TEMPERATURES
Mo/Hr: Heating Design
OADB: 24
Net
Total
Btu/h
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
Glass Solar
Glass/Door Cond
Wall Cond
Partition/Door
Floor
Adjacent Floor
Infiltration
Sub Total ==>
HEATING COIL PEAK
Mo/Hr: 7 / 17
OADB: 90
Space Peak
Space Sens
Btu/h
Envelope Loads
Skylite Solar
Skylite Cond
Roof Cond
Glass Solar
Glass/Door Cond
Wall Cond
Partition/Door
Floor
Adjacent Floor
Infiltration
Sub Total ==>
Coil Peak Percent
Tot Sens Of Total
Btu/h
(%)
0
0
-199
0
-1,008
-544
0
0
0
0
-1,751
0
0
-199
0
-1,008
-544
0
0
0
0
-1,751
0.00
0.00
5.20
0.00
26.31
14.19
0.00
0.00
0.00
0.00
45.70
Lights
People
Misc
0
0
0
0
0
0
0.00
0.00
0.00
Sub Total ==>
0
0
0.00
0
0
0
-1,556
0
-524
0
-1,556
0
0
0
0
0
0
0
0.00
13.68
0
40.61
0.00
0.00
0.00
0.00
0.00
0.00
0.00
-3,831
100.00
Internal Loads
Internal Loads
Ceiling Load
Ventilation Load
Adj Air Trans Heat
Dehumid. Ov Sizing
Ov/Undr Sizing
Exhaust Heat
Sup. Fan Heat
Ret. Fan Heat
Duct Heat Pkup
Underflr Sup Ht Pkup
Supply Air Leakage
Grand Total ==>
0
-3
0
0
0 Ceiling Load
0 Ventilation Load
0 Adj Air Trans Heat
Ov/Undr Sizing
0 Exhaust Heat
OA Preheat Diff.
RA Preheat Diff.
Additional Reheat
System Plenum Heat
Underflr Sup Ht Pkup
Supply Air Leakage
0
100.00 Grand Total ==>
-3,307
COOLING COIL SELECTION
Main Clg
Aux Clg
0.4
0.0
4.5
0.0
3.5
0.0
196
0
Opt Vent
0.0
0.0
0.0
0
Total
0.4
4.5
Project Name:
214180
Dataset Name:
214180 PEEDEE.TRC
AREAS
Enter DB/WB/HR
°F °F
gr/lb
76.0 63.1
0.0 0.0
0.0
0.0
68.3
0.0
0.0
Leave DB/WB/HR
°F
°F
gr/lb
59.8 55.5
0.0 0.0
0.0
0.0
60.8
0.0
0.0
Gross Total
Cooling
59.8
75.0
75.3
76.0
0.0
0.0
0.0
SADB
Ra Plenum
Return
Ret/OA
Fn MtrTD
Fn BldTD
Fn Frict
Heating
87.6
70.0
70.0
67.5
0.0
0.0
0.0
AIRFLOWS
Cooling
196
Heating
196
Terminal
Main Fan
196
196
196
196
Sec Fan
Nom Vent
AHU Vent
Infil
MinStop/Rh
Return
Exhaust
Rm Exh
Auxiliary
Leakage Dwn
Leakage Ups
0
10
10
0
0
196
10
0
0
0
0
0
10
10
0
0
196
10
0
0
0
0
Diffuser
ENGINEERING CKS
% OA
cfm/ft²
cfm/ton
ft²/ton
Btu/hr·ft²
No. People
Cooling
5.3
2.18
527.65
242.23
49.54
1
Heating
5.3
2.18
-47.44
HEATING COIL SELECTION
Glass
ft²
(%)
Capacity Coil Airflow
MBh
cfm
Ent
°F
90
0
Main Htg
Aux Htg
-4.3
0.0
Int Door
ExFlr
Roof
Wall
0
0
90
195
Preheat
0.0
0
0.0
0.0
0
14
0
7
Humidif
Opt Vent
0.0
0.0
0
0
0.0
0.0
0.0
0.0
Ext Door
21
0
0
Total
Floor
Part
196 67.5
0 0.0
Lvg
°F
87.6
0.0
-4.3
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
91
Alternative - 2 System Checksums Report Page 38 of 38
Load / Airflow Summary
By WILEYWILSON
Floor
System
Zone
Room **
Coil
Coil
Space
Cooling
Cooling
Design
Air
Minimum
VAV
Heating
Fan
VAV
Main Coil
Heating
Percent
Area
People
Sensible
Total
Max SA
Changes
SA
Minimum
Sensible
Max SA
ft²
#
Btu/h
Btu/h
cfm
ach/hr
cfm
%
Btu/h
cfm
OA
Clg
Htg
Alternative 1
103 - Hall
Rm Peak
86
0.0
453
616
15
1.05
0
0
-528
15
34.2
34.2
104 - Reception
Rm Peak
104
1.0
2,305
2,860
91
5.27
0
0
-2,191
91
12.3
12.3
105 - Storage
Rm Peak
33
0.0
343
343
14
2.59
0
0
-353
14
0.0
13.9
106 - IT Room
Rm Peak
32
0.0
3,463
3,463
151
28.37
0
0
-2,785
151
0.0
1.3
107 - LE Office
Rm Peak
114
1.0
3,161
3,689
128
6.73
0
0
-2,870
128
9.3
9.3
108 - Closet
Rm Peak
13
0.0
109
109
4
2.06
0
0
-119
4
0.0
17.4
109 - Secure Storage
Rm Peak
65
0.0
299
299
11
1.05
0
0
-399
11
0.0
34.2
110 - Work
Rm Peak
125
1.0
1,815
2,360
68
3.28
0
0
-1,843
68
18.3
18.3
111 - Hall
Rm Peak
146
0.0
769
1,046
26
1.05
0
0
-897
26
34.2
34.2
112 - Mech
Rm Peak
25
0.0
224
224
9
2.22
0
0
-240
9
0.0
16.2
113 - PM Office
Rm Peak
132
1.0
3,148
3,705
126
5.74
0
0
-2,893
126
10.2
10.2
114 - Closet
Rm Peak
11
0.0
171
171
7
3.96
0
0
-162
7
0.0
9.1
115 - Asst PM Office
Rm Peak
133
1.0
2,084
2,679
81
3.66
0
0
-2,094
81
16.0
16.0
116 - Closet
Rm Peak
11
0.0
35
35
1
0.68
0
0
-55
1
0.0
53.1
117 - Women
Rm Peak
53
0.0
309
309
12
1.38
0
0
-217
12
0.0
0.0
118 - Men
Rm Peak
53
0.0
309
309
12
1.38
0
0
-217
12
0.0
0.0
119 - Break
Rm Peak
90
1.0
3,249
3,736
133
8.89
0
0
-2,892
133
7.8
7.8
Zn Peak
1,226
6.0
22,246
25,954
892
0
-20,755
892
9.6
10.9
0
HP-1 Zone
Zn Block
1,226
6.0
22,322
25,894
892
-20,755
892
9.6
10.9
HP-1
HP-1 Zone
Sys Peak
1,226
6.0
22,246
25,954
892
-20,755
892
9.6
10.9
HP-1
Sys Block
1,226
6.0
22,322
25,894
892
-20,755
892
9.6
10.9
101 - Entry
Rm Peak
105
0.0
1,816
1,146
83
4.71
0
0
-2,689
83
39.3
39.3
102 - Multi-Use Exhibit
3.98
0
Rm Peak
610
16.0
12,364
19,301
405
0
-13,196
405
39.3
39.3
HP-2 Zone
Zn Peak
715
16.0
14,181
20,447
487
0
-15,885
487
39.3
39.3
HP-2 Zone
Zn Block
715
16.0
14,087
21,784
487
0
-15,885
487
39.3
39.3
HP-2
Sys Peak
715
16.0
14,181
20,447
487
-15,885
487
39.3
39.3
HP-2
Sys Block
715
16.0
14,087
21,784
487
-15,885
487
39.3
39.3
* This report does not display heating only systems.
Project Name:
214180
Dataset Name:
214180 PEEDEE.TRC
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
92
Load/Airflow Summary Report Page 1 of 2
Floor
System
Zone
Room **
Coil
Coil
Space
Cooling
Cooling
Design
Air
Minimum
VAV
Heating
Fan
VAV
Main Coil
Heating
Percent
Area
People
Sensible
Total
Max SA
Changes
SA
Minimum
Sensible
Max SA
ft²
#
Btu/h
Btu/h
cfm
ach/hr
cfm
%
Btu/h
cfm
OA
Clg
Htg
Alternative 2
103 - Hall
Rm Peak
86
0.0
555
791
26
1.78
0
0
-750
26
20.4
20.4
104 - Reception
Rm Peak
104
1.0
3,810
4,897
237
13.65
0
0
-5,085
237
4.7
4.7
105 - Storage
Rm Peak
33
0.0
481
553
28
5.09
0
0
-635
28
0.0
7.1
106 - IT Room
Rm Peak
32
0.0
3,479
4,001
210
39.29
0
0
-4,099
210
0.0
0.9
107 - LE Office
Rm Peak
114
1.0
3,357
4,383
188
9.90
0
0
-4,188
188
6.3
6.3
108 - Closet
Rm Peak
13
0.0
148
170
9
3.93
0
0
-203
9
0.0
9.4
109 - Secure Storage
Rm Peak
65
0.0
357
411
19
1.78
0
0
-565
19
0.0
20.2
110 - Work
Rm Peak
125
1.0
1,899
2,781
99
4.74
0
0
-2,517
99
12.7
12.7
111 - Hall
Rm Peak
146
0.0
942
1,341
43
1.78
0
0
-1,272
43
20.3
20.3
112 - Mech
Rm Peak
25
0.0
308
354
18
4.28
0
0
-416
18
0.0
8.4
113 - PM Office
Rm Peak
132
1.0
3,454
4,521
192
8.74
0
0
-4,323
192
6.7
6.7
114 - Closet
Rm Peak
11
0.0
252
290
15
8.13
0
0
-320
15
0.0
4.7
115 - Asst PM Office
Rm Peak
133
1.0
2,351
3,315
125
5.66
0
0
-3,052
125
10.4
10.4
116 - Closet
Rm Peak
11
0.0
34
40
2
0.91
0
0
-67
2
0.0
42.0
117 - Women
Rm Peak
53
0.0
438
503
25
2.80
0
0
-473
25
0.0
0.0
118 - Men
Rm Peak
53
0.0
438
503
25
2.80
0
0
-473
25
0.0
0.0
119 - Break
Rm Peak
90
1.0
3,453
4,459
196
13.07
0
0
-4,269
196
5.3
5.3
6.7
Zone - 1
Zn Peak
1,226
6.0
25,756
33,311
1,455
0
-32,707
1,455
5.9
Zone - 1
Zn Block
1,226
6.0
24,637
31,835
1,455
0
-32,707
1,455
5.9
6.7
101 - Entry
Rm Peak
105
0.0
3,568
4,827
169
9.66
0
0
-3,499
169
16.9
16.9
102 - Multi-Use Exhibit
4.85
0
Rm Peak
610
16.0
13,840
24,201
493
0
-13,964
493
32.1
32.1
Zone - 2
Zn Peak
715
16.0
17,408
29,027
662
0
-17,463
662
28.2
28.2
Zone - 2
Zn Block
715
16.0
16,681
28,379
662
0
-17,463
662
28.2
28.2
System 4
Sys Peak
1,941
22.0
43,164
62,338
2,117
-50,170
2,117
12.9
13.4
System 4
Sys Block
1,941
22.0
39,798
58,895
2,117
-50,170
2,117
12.9
13.4
* This report does not display heating only systems.
Project Name:
214180
Dataset Name:
214180 PEEDEE.TRC
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
93
Load/Airflow Summary Report Page 2 of 2
SYSTEM SUMMARY
DESIGN COOLING CAPACITIES
By WILEYWILSON
Alternative 1
Building Airside Systems and Plant Capacities
Peak Plant Loads
Plant
System
Heat Pump 2
HP-2
Heat Pump 1
HP-1
Building totals
Block Plant Loads
Stg 1
Stg 2
Desic
Cond
Main
Coil
Aux
Opt Vent
Misc
Coil
Coil
Load
Desic
Cond
ton
ton
ton
ton
ton
1.7
1.7
2.2
2.2
3.9
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Time
Base
Stg 1
Stg 2
Load
Desic
Cond
Desic
Cond
Utility
Block
Total
ton
ton
ton
ton
ton
ton
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
1.7
1.7
2.2
2.2
3.9
Of
Peak
Main
Coil
Aux
Opt Vent
Misc
Utility
Peak
Total
Coil
Coil
ton
ton
ton
mo/hr
ton
ton
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
1.7
1.7
2.2
2.2
3.9
6/15
6/15
6/17
6/17
1.7
1.7
2.2
2.2
3.9
0.0
0.0
0.0
0.0
0.0
Building peak load is 3.9 tons.
Base
Building maximum block load of 3.8 tons occurs in July at hour 15 based
on system simulation.
Alternative 2
Building Airside Systems and Plant Capacities
Peak Plant Loads
Plant
System
90_1 Baseline
System 4
Building totals
Project Name:
Dataset Name:
214180
214180 PEEDEE.TRC
Stg 2
Desic
Cond
Main
Coil
Aux
Opt Vent
Misc
Coil
Coil
Load
Desic
Cond
ton
ton
ton
ton
ton
5.2
5.2
5.2
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Building peak load is 5.2 tons.
Block Plant Loads
Stg 1
Time
Base
Stg 1
Stg 2
Load
Desic
Cond
Desic
Cond
Utility
Block
Total
ton
ton
ton
ton
ton
ton
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
4.4
4.4
4.4
Of
Peak
Main
Coil
Aux
Opt Vent
Misc
Utility
Peak
Total
Coil
Coil
ton
ton
ton
mo/hr
ton
ton
0.0
0.0
0.0
0.0
0.0
0.0
5.2
5.2
5.2
7/15
7/15
4.4
4.4
4.4
0.0
0.0
0.0
Base
Building maximum block load of 4.4 tons occurs in July at hour 15 based
on system simulation.
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
Design Capacity Quantities report Page 1 of 1
94
SYSTEM SUMMARY
DESIGN HEATING CAPACITIES
By WILEYWILSON
Alternative 1
System Coil Capacities
System Description
HP-1
HP-2
Stg 1
Stg 2
Stg 1
Stg 2
Optional
Desic
Desic
Frost
Frost
Heating
Vent
Btu/h
Regen
Btu/h
Regen
Btu/h
Prevention
Btu/h
Prevention
Btu/h
Totals
Btu/h
Main
Aux
System Type
System
Btu/h
System
Btu/h
Single Zone
Single Zone
-20,755
-15,885
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
-20,755
-15,885
-36,640
0
0
0
0
0
0
0
0
0
-36,640
Totals
Preheat
Btu/h
Reheat
Btu/h
Humid.
Btu/h
Building Plant Capacities
Peak Loads
Plant
System
Elec Backup
HP-1
HP-2
Stg 1
Stg 2
Stg 1
Stg 2
Main
Preheat
Reheat
Humid.
Aux
Opt Vent
Misc
Desic.
Desic.
Frost
Frost
Base
Absorption
Coil
MBh
Coil
MBh
Coil
MBh
Coil
MBh
Coil
MBh
Coil
MBh
Load
MBh
Regen.
MBh
Regen.
MBh
Prev.
MBh
Prev.
MBh
Utility
MBh
Load
MBh
37
21
16
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Building peak load is 36.6 MBh.
Alternative 2
System Coil Capacities
System Description
System 4
Totals
Project Name:
Dataset Name:
214180
214180 PEEDEE.TRC
Stg 1
Stg 2
Stg 1
Stg 2
Optional
Desic
Desic
Frost
Frost
Heating
Vent
Btu/h
Regen
Btu/h
Regen
Btu/h
Prevention
Btu/h
Prevention
Btu/h
Totals
Btu/h
Main
Aux
System Type
System
Btu/h
System
Btu/h
System 4 - Packaged Rooftop Heat Pump
-50,170
0
0
0
0
0
0
0
0
0
-50,170
-50,170
0
0
0
0
0
0
0
0
0
-50,170
Preheat
Btu/h
Reheat
Btu/h
Humid.
Btu/h
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
Design Capacity Quantities report Page 1 of 2
95
Building Plant Capacities
Peak Loads
Plant
System
90_1 Elec Backup
System 4
Stg 1
Stg 2
Stg 1
Stg 2
Main
Preheat
Reheat
Humid.
Aux
Opt Vent
Misc
Desic.
Desic.
Frost
Frost
Base
Absorption
Coil
MBh
Coil
MBh
Coil
MBh
Coil
MBh
Coil
MBh
Coil
MBh
Load
MBh
Regen.
MBh
Regen.
MBh
Prev.
MBh
Prev.
MBh
Utility
MBh
Load
MBh
50
50
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Building peak load is 50.2 MBh.
Project Name:
Dataset Name:
214180
214180 PEEDEE.TRC
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
Design Capacity Quantities report Page 2 of 2
96
Energy Cost Budget / PRM Summary
By WILEYWILSON
Project Name: 214180
Date: November 18, 2014
City:
Weather Data: Charlotte, North Carolina
Note: The percentage displayed for the "Proposed/ Base %"
column of the base case is actually the percentage of the
total energy consumption.
* Denotes the base alternative for the ECB study.
* Alt-2 ASHRAE Baseline
Energy
10^6 Btu/yr
Proposed
/ Base
%
Cli
Peak
kBtuh
Alt-1 Pee Dee
Energy
10^6 Btu/yr
Proposed
/ Base
%
Peak
kBtuh
Lighting - Conditioned
Electricity
25.1
19
7
25.1
100
7
Space Heating
Electricity
29.3
23
71
9.1
31
29
Space Cooling
Electricity
11.1
9
10
13.1
117
10
Heat Rejection
Electricity
1.8
1
1
1.5
84
1
Fans - Conditioned
Electricity
26.5
21
6
6.2
23
2
Receptacles - Conditioned
Electricity
35.1
27
10
35.1
100
10
Total Building Consumption
128.9
90.0
* Alt-2 ASHRAE Baseline
Total
0
33
* Alt-2 ASHRAE Baseline
Energy
10^6 Btu/yr
Total
Project Name: 214180
Dataset Name: 214180 PEEDEE.TRC
Alt-1 Pee Dee
0
0
Number of hours heating load not met
Number of hours cooling load not met
Electricity
Cli
Cost/yr
$/yr
Cli
Alt-1 Pee Dee
Energy
10^6 Btu/yr
Cost/yr
$/yr
128.9
2,266
90.0
1,582
129
2,266
90
1,582
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
97
Energy Cost Budget Report Page 1 of 1
MONTHLY ENERGY CONSUMPTION
By WILEYWILSON
------- Monthly Energy Consumption ------Utility
Jan
Alternative: 1
Feb
Mar
Apr
May
June
July
Aug
Sept
Oct
Nov
Dec
Total
Pee Dee
Electric
On-Pk Cons. (kWh)
2,132
1,944
2,260
2,075
2,296
2,423
2,262
2,465
2,140
2,211
2,108
2,050
26,368
On-Pk Demand (kW)
8
8
8
8
8
8
9
8
8
8
8
8
9
Energy Consumption
Environmental Impact Analysis
46,364 Btu/(ft2-year)
Building
Source
32,563 lbm/year
CO2
SO2
NOX
139,106 Btu/(ft2-year)
160 gm/year
28 gm/year
1,941 ft2
Floor Area
Alternative: 2
ASHRAE Baseline
Climate Zone 4A
Electric
On-Pk Cons. (kWh)
3,462
3,153
3,268
2,924
3,138
3,138
3,023
3,248
2,985
3,157
3,036
3,234
37,765
On-Pk Demand (kW)
15
15
14
14
14
14
14
14
14
14
14
15
15
Energy Consumption
66,406 Btu/(ft2-year)
Building
Source
199,237 Btu/(ft2-year)
Environmental Impact Analysis
CO2
SO2
NOX
46,216 lbm/year
227 gm/year
40 gm/year
1,941 ft2
Floor Area
Project Name:
214180
Dataset Name:
214180 PEEDEE.TRC
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
Alternative - 2 Monthly Energy Consumption report Page 1 of 1
98
EQUIPMENT ENERGY CONSUMPTION
By WILEYWILSON
Alternative: 1
Pee Dee
------- Monthly Consumption -------
Equipment - Utility
Jan
Feb
Mar
Apr
May
June
July
Aug
Sept
Oct
Nov
Dec
Total
611.8
553.4
662.1
584.0
637.0
634.3
586.7
662.1
584.0
637.0
609.1
586.7
7,348.0
2.1
2.1
2.1
2.1
2.1
2.1
2.1
2.1
2.1
2.1
2.1
2.1
2.1
855.6
773.9
926.0
816.7
890.8
887.0
820.4
926.0
816.7
890.8
851.8
820.4
10,276.1
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
0.0
0.0
0.0
0.0
0.0
0.2
0.2
0.2
0.1
0.0
0.0
0.0
0.6
Lights
Electric (kWh)
Peak (kW)
Misc. Ld
Electric (kWh)
Peak (kW)
Cooling Coil Condensate
Recoverable Water (1000gal)
Cpl 1: Heat Pump 2 [Sum of dsn coil capacities=1.70 tons]
Heat Pump 2 [Clg Nominal Capacity/F.L.Rate=1.70 tons / 1.27 kW] [**Orig F.L.Rate=1.57 kW]
(Cooling Equipment - Cooling Mode)
Electric (kWh)
0.0
0.0
5.2
33.2
64.3
143.7
120.8
126.0
72.3
18.6
17.7
2.4
604.2
Peak (kW)
0.4
0.0
0.6
0.8
1.0
1.2
1.2
1.2
1.1
0.7
0.7
0.5
1.2
Heat Pump 2 [Htg Nominal Capacity/F.L.Rate=20.45 mbh / 1.19 kW] [**Orig F.L.Rate=1.50 kW]
Electric (kWh)
Peak (kW)
(Cooling Equipment - Heating Mode)
360.3
336.8
250.2
185.3
154.2
103.8
116.3
110.4
147.7
231.7
229.5
317.6
2,543.8
2.9
2.8
3.1
3.2
3.2
3.2
3.2
3.2
3.1
3.1
3.1
3.1
3.2
90.1 Min Air Cooled Condenser [Design Heat Rejection/F.L.Rate=2.10 tons / 0.12 kW]
Electric (kWh)
22.9
21.4
16.4
15.2
16.4
20.0
19.2
19.4
16.9
16.6
16.5
20.5
221.4
Peak (kW)
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
Cntl panel & interlocks - 0.1 KW [F.L.Rate=0.10 kW]
(Misc Accessory Equipment)
Electric (kWh)
68.5
60.2
67.9
70.8
74.4
69.4
74.4
74.4
71.7
70.7
65.3
67.0
834.7
Peak (kW)
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
Cpl 2: Heat Pump 1 [Sum of dsn coil capacities=2.16 tons]
Heat Pump 1 [Clg Nominal Capacity/F.L.Rate=2.16 tons / 1.58 kW] [**Orig F.L.Rate=2.08 kW]
(Cooling Equipment - Cooling Mode)
Electric (kWh)
39.2
36.4
127.8
177.4
241.1
331.9
303.9
309.1
228.0
145.8
128.5
62.3
2,131.4
Peak (kW)
0.5
0.5
0.8
1.0
1.2
1.4
1.5
1.5
1.4
0.9
0.8
0.6
1.5
Heat Pump 1 [Htg Nominal Capacity/F.L.Rate=31.14 mbh / 1.91 kW] [**Orig F.L.Rate=2.40 kW]
(Cooling Equipment - Heating Mode)
Electric (kWh)
1.3
3.3
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
4.6
Peak (kW)
5.2
5.2
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
5.2
Project Name:
214180
Dataset Name:
214180 PEEDEE.TRC
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
99
Alternative - 1 Equipment Energy Consumption report page 1 of 3
EQUIPMENT ENERGY CONSUMPTION
By WILEYWILSON
Alternative: 1
Pee Dee
------- Monthly Consumption -------
Equipment - Utility
Jan
Feb
Mar
Apr
May
June
July
Aug
Sept
Oct
Nov
Dec
Total
Cpl 2: Heat Pump 1 [Sum of dsn coil capacities=2.16 tons]
90.1 Min Air Cooled Condenser [Design Heat Rejection/F.L.Rate=2.65 tons / 0.15 kW]
Electric (kWh)
3.7
3.2
12.7
18.9
25.6
33.2
30.9
32.2
24.5
14.9
12.7
5.8
218.3
Peak (kW)
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
Cntl panel & interlocks - 0.1 KW [F.L.Rate=0.10 kW]
(Misc Accessory Equipment)
Electric (kWh)
15.1
15.5
31.8
30.0
35.8
43.0
41.0
40.9
32.5
30.8
29.4
22.2
368.0
Peak (kW)
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
Hpl 1: Elec Backup [Sum of dsn coil capacities=36.64 mbh]
Sys 1: HP-1
90.1-07 Min VAV FC Centrifugal [DsnAirflow/F.L.Rate=892.4 cfm / 0.35 kW]
Electric (kWh)
Peak (kW)
(Main Clg Fan)
122.3
110.6
130.8
117.7
127.7
127.3
120.0
132.7
118.0
126.6
121.3
118.1
1,473.0
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
Sys 2: HP-2
90.1-07 Min VAV FC Centrifugal [DsnAirflow/F.L.Rate=487.3 cfm / 0.19 kW]
(Main Clg Fan)
Electric (kWh)
31.2
29.6
28.8
26.3
29.2
30.0
28.2
31.4
27.5
27.9
26.7
27.4
344.1
Peak (kW)
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
Project Name:
214180
Dataset Name:
214180 PEEDEE.TRC
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
100
Alternative - 1 Equipment Energy Consumption report page 2 of 3
EQUIPMENT ENERGY CONSUMPTION
By WILEYWILSON
Alternative: 2
ASHRAE Baseline
Climate Zone 4A
------- Monthly Consumption -------
Equipment - Utility
Jan
Feb
Mar
Apr
May
June
July
Aug
Sept
Oct
Nov
Dec
Total
611.8
553.4
662.1
584.0
637.0
634.3
586.7
662.1
584.0
637.0
609.1
586.7
7,348.0
2.1
2.1
2.1
2.1
2.1
2.1
2.1
2.1
2.1
2.1
2.1
2.1
2.1
855.6
773.9
926.0
816.7
890.8
887.0
820.4
926.0
816.7
890.8
851.8
820.4
10,276.1
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
3.0
0.0
0.0
0.0
0.0
0.0
0.1
0.2
0.2
0.1
0.0
0.0
0.0
0.6
Lights
Electric (kWh)
Peak (kW)
Misc. Ld
Electric (kWh)
Peak (kW)
Cooling Coil Condensate
Recoverable Water (1000gal)
Cpl 1: 90_1 Baseline [Sum of dsn coil capacities=5.19 tons]
Air-cooled unitary - 001 [Clg Nominal Capacity/F.L.Rate=5.19 tons / 3.54 kW] [**Orig F.L.Rate=5.67 kW]
(Cooling Equipment - Cooling Mode)
Electric (kWh)
5.1
2.2
87.0
215.4
335.0
583.4
497.3
511.7
351.0
124.9
96.6
18.0
2,827.5
Peak (kW)
1.0
1.0
1.5
1.9
2.3
2.8
3.0
2.9
2.6
1.7
1.7
1.2
3.0
Air-cooled unitary - 001 [Htg Nominal Capacity/F.L.Rate=74.81 mbh / 7.59 kW] [**Orig F.L.Rate=9.72 kW]
Electric (kWh)
(Cooling Equipment - Heating Mode)
1,135.7
1,058.3
756.8
529.8
415.8
240.4
264.0
271.3
416.1
689.2
691.3
982.1
7,450.8
20.5
20.4
20.1
20.4
20.6
20.7
20.6
20.7
20.6
20.2
20.1
20.6
20.7
Peak (kW)
90.1 Min Air Cooled Condenser [Design Heat Rejection/F.L.Rate=6.30 tons / 0.35 kW]
Electric (kWh)
34.6
32.0
32.1
37.6
44.7
60.4
55.0
58.1
46.8
33.7
30.7
31.4
497.1
Peak (kW)
0.2
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.3
0.2
0.2
0.2
0.3
Cntl panel & interlocks - 0.1 KW [F.L.Rate=0.10 kW]
(Misc Accessory Equipment)
Electric (kWh)
71.9
64.7
72.1
70.0
74.4
71.6
74.4
72.5
72.0
67.8
66.1
72.4
849.9
Peak (kW)
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
Hpl 1: 90_1 Elec Backup [Sum of dsn coil capacities=50.17 mbh]
Sys 1: System 4
90.1 FC Centrifugal WW [DsnAirflow/F.L.Rate=2,117 cfm / 1.78 kW (**Orig F.L.Rate=1.52 kW)]
Electric (kWh)
Peak (kW)
Project Name:
214180
Dataset Name:
214180 PEEDEE.TRC
(Main Clg Fan)
700.6
627.3
684.6
682.2
717.6
689.3
674.5
733.9
689.3
671.9
646.1
656.4
8,173.6
1.8
1.8
1.8
1.8
1.8
1.8
1.8
1.8
1.8
1.8
1.8
1.8
1.8
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
101
Alternative - 2 Equipment Energy Consumption report page 3 of 3
Performance Rating Details
By WILEYWILSON
Project Name: 214180
Date: November 18, 2014
City:
Weather Data: Charlotte, North Carolina
Performance Rating Method Alternative:
0° Rotation
Energy
10^6 Btu/yr
Alt-2 ASHRAE Baseline
90° Rotation
Peak
kBtuh
Energy
10^6 Btu/yr
Climate Zone 4A
180° Rotation
Peak
kBtuh
Energy
10^6 Btu/yr
270° Rotation
Peak
kBtuh
Energy
10^6 Btu/yr
Average
Peak
kBtuh
Energy
10^6 Btu/yr
Peak
kBtuh
Lighting - Conditioned
Electricity
25.1
7
25.1
7
25.1
7
25.1
7
25.1
7
Space Heating
Electricity
27.2
71
32.9
71
28.3
70
28.8
72
29.3
71
Space Cooling
Electricity
10.8
10
11.5
10
11.2
10
11.1
10
11.2
10
Heat Rejection
Electricity
1.7
1
1.9
1
1.7
1
1.8
1
1.8
1
Fans - Conditioned
Electricity
27.9
6
27.1
6
23.5
5
27.6
6
26.5
6
Receptacles - Conditioned
Electricity
35.1
10
35.1
10
35.1
10
35.1
10
35.1
10
127.7
106
133.7
106
124.9
104
129.4
107
128.9
106
Total Building Consumption
0° Rotation
90° Rotation
180° Rotation
270° Rotation
Average
Electric ($)
$2,245
$2,350
$2,195
$2,274
$2,266
Total Building Cost ($)
$2,245
$2,350
$2,195
$2,274
$2,266
214180
214180 PEEDEE.TRC
102
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
Performance Rating Details Report Page 1 of 1
PRM Fan Power Details
By WILEYWILSON
Baseline Alternative:
Alternative 2 - ASHRAE Baseline
Method:
90.1-2007 Performance Rating Method
System Description:
System 4
System Type:
Single Zone
User-entered Total Fan Power
Design Supply Airflow
1.52
2,117
Climate Zone 4A
kW
cfm
PRM Fan Power Adjustment Factor
Primary
0.00
in. H2O
Main Exhaust
0.00
in. H2O
Room Exhaust
0.00
in. H2O
Return
0.00
in. H2O
PRM Fan Motor Efficiency
83.53
%
PRM Fan Power Adjustment BHP
0.00
Bhp
Calculated System BHP
1.99
Bhp
Total Fan Power
1.78
kW
Fan Ratio Override
Zone Description
Zone - 1
1.174
Design
Airflow (cfm)
Original
F.L. Rate
(kW)
PRM
Fan Power
(kW)
Fan Name
Fan Type
Fan Level
90.1 FC Centrifugal WW
Primary fan
Zone
1,455
1.04
1.22
90.1 FC Centrifugal WW
Primary fan
Zone
662
0.47
0.56
Zone - 2
Project Name:
Dataset Name:
214180
214180 PEEDEE.TRC
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
103
LEED Energy Performance Summary Report
By WILEYWILSON
Section 1.1 - General Information
Simulation Program:
TRACE™ 700 v6.3
Principle Heating Source:
Electric
Energy Code Used:
ASHRAE 90.1-2007
Weather File:
Charlotte, North Carolina (Reduced Year)
Climate Zone:
4A
New Construction Percent:
100 %
Existing Renovation Percent:
0%
Quantity of Floors:
1
Proposed:
Alternative 1 - Pee Dee
Baseline:
Alternative 2 - ASHRAE Baseline
Climate Zone 4A
Section 1.2 - Space Summary
Space Area
(ft²)
Regularly
Occupied Area
(ft²)
Break Room
90
90
0
Corridor
337
337
0
Exhibit
610
610
0
Storage
158
158
0
IT Room
32
32
0
Toilet
106
106
0
Office
608
608
0
Total
1,941
1,941
0
Building Use
(Occupancy Type)
Unconditioned Area
(ft²)
Section 1.3 - Advisory Messages
Advisory Messages
Baseline Building
(0 deg rotation)
Proposed
Building
Number of hours heating load not met:
0
0
Number of hours cooling load not met:
0
33
Total
0
33
Project Name:
214180
Dataset Name:
214180 PEEDEE.TRC
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
104
LEED Energy Performance Summary Report
By WILEYWILSON
Section 1.4 - Comparison of Proposed Design Versus Baseline Design
Input Parameter
Proposed Design Input
Baseline Design Input
Exterior Wall
Construction
Pee Dee
U-factor: 0.039 Btu/h·ft²·°F
90.1-07 Min Wall Nonres Zone 4-8
U-factor: 0.065 Btu/h·ft²·°F
Roof
Construction
Pee Dee
U-factor: 0.024 Btu/h·ft²·°F
Reflectivity: 0.10
90.1-07 Min Roof Nonres Zone 2-8
U-factor: 0.048 Btu/h·ft²·°F
Reflectivity: 0.30
9.0 %
9.0 %
90.1 Window Zone 4 Nonmetal Frame
U-factor: 0.400 Btu/h·ft²·°F SHGC: 0.40
Visible Transmissivity: 0.900
90.1 Window Zone 4 Nonmetal Frame
U-factor: 0.400 Btu/h·ft²·°F SHGC: 0.40
Visible Transmissivity: 0.900
Window-to-gross
wall ratio
Fenestration
Type
Shading
Devices
Overhang - Pee Dee Overhang
Interior Light
Power Density
Lighting Compliance: Space-By-Space Method
Daylighting Controls: No
Building: 1.16 W/ft²
Lighting Compliance: Space-By-Space Method
Daylighting Controls: No
Building: 1.16 W/ft²
Interior Light
Power Density
Room Type:
Break Room - 1.00 W/ft²
Corridor - 1.00 W/ft²
Exhibit - 1.50 W/ft²
Storage - 1.00 W/ft²
IT Room - 1.00 W/ft²
Room Type:
Break Room - 1.00 W/ft²
Corridor - 1.00 W/ft²
Exhibit - 1.50 W/ft²
Storage - 1.00 W/ft²
IT Room - 1.00 W/ft²
Interior Light
Power Density
Room Type:
Toilet - 1.00 W/ft²
Office - 1.00 W/ft²
Room Type:
Toilet - 1.00 W/ft²
Office - 1.00 W/ft²
Slab-on-grade or
Exposed Floor
12" LW Conc
Slab-On-Grade
F-Factor: 0.000 Btu/hr·ft·°F
12" LW Conc
Slab-On-Grade
F-Factor: 0.730 Btu/hr·ft·°F
Receptacle Equip
Power Density
1.62 W/ft²
1.62 W/ft²
Project Name:
214180
Dataset Name:
214180 PEEDEE.TRC
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
105
LEED Energy Performance Summary Report
By WILEYWILSON
Section 1.4 - Comparison of Proposed Design Versus Baseline Design
Input Parameter
Proposed Design Input
HVAC
System Type
HP-2
Single Zone
Supply vol: 487 cfm Fan power: 0.19 kW
HVAC
System Type
HP-1
Single Zone
Supply vol: 892 cfm Fan power: 0.35 kW
Cooling
Equipment
Plant: Heat Pump 2
Type: 90.1-07 Min ACHP AllHeat SS < 65 MBh
Category: Air-cooled unitary
Clg Cap: Design Engy Rate: 13 Packaged EER
HR Cap: 12 Mbh/ton Engy Rate: 4 Packaged COP
Cooling
Equipment
Plant: Heat Pump 1
Type: 90.1-07 Min ACHP AllHeat SS < 65 MBh
Category: Air-cooled unitary
Clg Cap: Design Engy Rate: 12.5 Packaged EER
HR Cap: 14.4 Mbh/ton Engy Rate: 3.8 Packaged COP
Heat Rejection
Parameters
Heating
Equipment
Thermal
Energy Storage
Baseline Design Input
System 4
System 4 - Packaged Rooftop Heat Pump
Supply vol: 2117 cfm Fan power: 1.78 kW
Plant: 90_1 Baseline
Type: 90.1-07 Min ACHP AllHeat SP < 65 MBh
Category: Air-cooled unitary
Clg Cap: Design Engy Rate: 11 Packaged EER
HR Cap: 14.4 Mbh/ton Engy Rate: 7.7 Packaged EER
Type: 90.1 Min Air Cooled Condenser
HR Type: Air-cooled condenser
Energy Consumption: 0.055290 kW/ton
Quantity: 2
Type: 90.1 Min Air Cooled Condenser
HR Type: Air-cooled condenser
Energy Consumption: 0.055290 kW/ton
Plant: Elec Backup
Type: Default electric resistance
Category: Electric resistance
Capacity: Design Energy Rate: 100 Percent efficient
Plant: 90_1 Elec Backup
Type: Default electric resistance
Category: Electric resistance
Capacity: Design Energy Rate: 100 Percent efficient
No
No
Section 1.5 - Energy Type Summary (Proposed)
Energy Type
Utility Rate Description
Units
Electric Consumption
Fitness Center WW
kWh
Electric Demand
Fitness Center WW
kW
Project Name:
214180
Dataset Name:
214180 PEEDEE.TRC
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
106
LEED Energy Performance Summary Report
By WILEYWILSON
Section 1.6 Baseline Performance - Performance Rating Method Compliance
End Use
Space Heating
Space Cooling
Process
Baseline Design
Energy Type
No
Electricity
No
Heat Rejection
Electricity
No
Fans - Interior
Electricity
No
Electricity
Units of Annual
Energy & Peak
Demand
Baseline
(0 deg
rotation)
Baseline
(90 deg
rotation)
Baseline
(180 deg
rotation)
Baseline
(270 deg
rotation)
Baseline
Design
Energy Use (kWh)
7,967
9,649
8,299
8,423
8,584
Demand (kW)
20.8
20.9
20.5
21.1
20.8
Energy Use (kWh)
3,161
3,377
3,268
3,260
3,267
Demand (kW)
3.0
3.1
3.0
3.0
3.0
Energy Use (kWh)
497
565
505
519
522
Demand (kW)
0.3
0.3
0.3
0.3
0.3
8,174
7,944
6,887
8,071
7,769
1.8
1.8
1.6
1.8
1.7
10,276
10,276
10,276
10,276
10,276
3.0
3.0
3.0
3.0
3.0
7,348
7,348
7,348
7,348
7,348
2.1
2.1
2.1
2.1
2.1
37,423
39,159
36,583
37,898
37,766
31.0
31.1
30.5
31.3
31.0
Energy Use (kWh)
Demand (kW)
Receptacle Equipment
Yes
Electricity
Energy Use (kWh)
Demand (kW)
Interior Lighting
No
Electricity
Energy Use (kWh)
Demand (kW)
Energy Use (kWh)
Baseline Energy Totals:
Demand (kW)
Section 1.6 Proposed Performance - Performance Rating Method Compliance
End Use
Space Heating
Process
Baseline Design
Energy Type
No
Electricity
Units of Annual
Energy & Peak
Demand
Energy Use (kWh)
Demand (kW)
Space Cooling
No
Heat Rejection
No
Fans - Interior
No
Electricity
Electricity
Electricity
Energy Use (kWh)
Yes
Electricity
No
Electricity
Project Name:
214180
214180 PEEDEE.TRC
3,827
Energy Use (kWh)
440
Demand (kW)
0.3
Energy Use (kWh)
Energy Use (kWh)
Energy Use (kWh)
Demand (kW)
Dataset Name:
8.4
2.9
Demand (kW)
Interior Lighting
2,660
Demand (kW)
Demand (kW)
Receptacle Equipment
Proposed
Design
1,817
0.5
10,276
3.0
7,348
2.1
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
107
LEED Energy Performance Summary Report
By WILEYWILSON
Energy Use (kWh)
Proposed Energy Totals:
Project Name:
214180
Dataset Name:
214180 PEEDEE.TRC
Demand (kW)
26,368
17.2
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
108
LEED Energy Performance Summary Report
By WILEYWILSON
Table 1.6 Table EAp2-9 Energy Cost Summary (Manual Cost Input) - Baseline Case
Energy Type
Electric Consumption
Baseline Cost
(0° rotation)
Baseline Cost
(90° rotation)
Baseline Cost
(180° rotation)
Baseline Cost
(270° rotation)
Average
$2,245
$2,350
$2,195
2274.00
$2,266
Table 1.6 Table EAp2-9 Energy Cost Summary (Manual Cost Input) - Proposed Case
Energy Type
Electric Consumption
Proposed Cost
$1,582
Proposed building economic cost improvement over baseline building: 30.2 %
Project Name:
214180
Dataset Name:
214180 PEEDEE.TRC
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
109
BUILDING U-FACTORS
By WILEYWILSON
Room
Room
Mass
Capacitance
Ceiling
lb/ft²
Btu/lb·°F
0.000
0.000
23.3
5.0
0.039
0.000
39.1
10.0
0.000
0.039
0.000
50.9
13.7
0.000
0.039
0.000
38.5
9.8
0.410
0.000
0.039
0.000
36.9
9.3
0.000
0.000
0.000
0.039
0.000
38.2
9.7
0.024
0.000
0.000
0.000
0.000
0.000
23.3
5.0
0.000
0.024
0.000
0.000
0.000
0.000
0.000
23.3
5.0
0.000
0.024
0.000
0.000
0.000
0.000
0.000
23.3
5.0
0.000
0.000
0.024
0.000
0.000
0.000
0.039
0.000
40.3
10.3
0.000
0.000
0.000
0.024
0.400
0.410
0.000
0.039
0.000
33.4
8.2
0.000
0.000
0.000
0.024
0.000
0.000
0.000
0.039
0.000
64.0
17.8
0.000
0.000
0.000
0.000
0.024
0.400
0.410
0.000
0.039
0.000
28.6
6.7
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
13.3
2.7
0.000
0.000
0.000
0.000
0.000
0.024
0.000
0.000
0.000
0.039
0.000
32.8
8.0
118 - Men
0.000
0.000
0.000
0.000
0.000
0.024
0.000
0.000
0.000
0.039
0.000
32.8
8.0
119 - Break
0.000
0.000
0.000
0.000
0.000
0.024
0.400
0.410
0.700
0.039
0.000
38.8
9.9
HP-1 Zone - Zone
0.000
0.000
0.000
0.000
0.000
0.024
0.400
0.410
0.700
0.039
0.000
31.4
7.6
HP-1 - System
0.000
0.000
0.000
0.000
0.000
0.024
0.400
0.410
0.700
0.039
0.000
31.4
7.6
101 - Entry
0.000
0.000
0.000
0.000
0.000
0.024
0.400
0.410
0.000
0.039
0.000
27.9
6.5
102 - Multi-Use Exhibit
0.000
0.000
0.000
0.000
0.000
0.024
0.400
0.410
0.700
0.039
0.000
31.0
7.4
HP-2 Zone - Zone
0.000
0.000
0.000
0.000
0.000
0.024
0.400
0.410
0.700
0.039
0.000
30.5
7.3
HP-2 - System
0.000
0.000
0.000
0.000
0.000
0.024
0.400
0.410
0.700
0.039
0.000
30.5
7.3
ROOM U-FACTORS
Internal
Exposed
Summer
Winter
Partition
Door
Floor
Skylight
Skylight
103 - Hall
0.000
0.000
0.000
0.000
104 - Reception
0.000
0.000
0.000
0.000
105 - Storage
0.000
0.000
0.000
106 - IT Room
0.000
0.000
0.000
107 - LE Office
0.000
0.000
108 - Closet
0.000
109 - Secure Storage
Btu/h·ft²·°F
Summer
Winter
External
Roof
Window
Window
Door
Wall
0.000
0.024
0.000
0.000
0.000
0.000
0.024
0.400
0.410
0.000
0.000
0.000
0.024
0.000
0.000
0.000
0.000
0.024
0.000
0.000
0.000
0.000
0.000
0.024
0.400
0.000
0.000
0.000
0.000
0.024
0.000
0.000
0.000
0.000
0.000
110 - Work
0.000
0.000
0.000
0.000
111 - Hall
0.000
0.000
0.000
0.000
112 - Mech
0.000
0.000
0.000
113 - PM Office
0.000
0.000
114 - Closet
0.000
0.000
115 - Asst PM Office
0.000
116 - Closet
0.000
117 - Women
Description
Alternative 1
Overall U-Factors
Project Name:
Dataset Name:
214180
214180 PEEDEE.TRC
Overall Thermal Transfer Values
Roof
0.024 Btu/h·ft²·°F
Roof (OTTVr)
1.18 Btu/hr·ft²
Wall
0.084 Btu/h·ft²·°F
Wall (OTTVw)
8.62 Btu/hr·ft²
Building
0.056 Btu/h·ft²·°F
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
Building U-Factors Report Page 1 of 2
110
BUILDING U-FACTORS
By WILEYWILSON
Room
Room
Mass
Capacitance
Ceiling
lb/ft²
Btu/lb·°F
0.000
0.000
14.3
2.9
0.065
0.000
34.6
7.6
0.000
0.065
0.000
49.7
11.0
0.000
0.000
0.065
0.000
33.8
7.4
0.410
0.000
0.065
0.000
31.7
6.9
0.000
0.000
0.000
0.065
0.000
33.3
7.3
0.048
0.000
0.000
0.000
0.000
0.000
14.3
2.9
0.000
0.048
0.000
0.000
0.000
0.000
0.000
14.3
2.9
0.000
0.048
0.000
0.000
0.000
0.000
0.000
14.3
2.9
0.000
0.000
0.048
0.000
0.000
0.000
0.065
0.000
36.1
7.9
0.000
0.000
0.000
0.048
0.400
0.410
0.000
0.065
0.000
27.2
5.8
0.000
0.000
0.000
0.000
0.048
0.000
0.000
0.000
0.065
0.000
66.4
14.9
0.000
0.000
0.000
0.000
0.000
0.048
0.400
0.410
0.000
0.065
0.000
21.1
4.4
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
13.3
2.7
117 - Women
0.000
0.000
0.000
0.000
0.000
0.048
0.000
0.000
0.000
0.065
0.000
26.4
5.7
118 - Men
0.000
0.000
0.000
0.000
0.000
0.048
0.000
0.000
0.000
0.065
0.000
26.4
5.7
119 - Break
0.000
0.000
0.000
0.000
0.000
0.048
0.400
0.410
0.700
0.065
0.000
34.2
7.5
Zone - 1 - Zone
0.000
0.000
0.000
0.000
0.000
0.048
0.400
0.410
0.700
0.065
0.000
24.8
5.3
101 - Entry
0.000
0.000
0.730
0.000
0.000
0.048
0.400
0.410
0.000
0.065
0.000
20.3
4.2
102 - Multi-Use Exhibit
0.000
0.000
0.000
0.000
0.000
0.048
0.400
0.410
0.700
0.065
0.000
24.2
5.1
Zone - 2 - Zone
0.000
0.000
0.730
0.000
0.000
0.048
0.400
0.410
0.700
0.065
0.000
23.6
5.0
System 4 - System
0.000
0.000
0.730
0.000
0.000
0.048
0.400
0.410
0.700
0.065
0.000
24.4
5.2
ROOM U-FACTORS
Internal
Exposed
Summer
Winter
Partition
Door
Floor
Skylight
Skylight
103 - Hall
0.000
0.000
0.000
0.000
104 - Reception
0.000
0.000
0.000
0.000
105 - Storage
0.000
0.000
0.000
106 - IT Room
0.000
0.000
107 - LE Office
0.000
0.000
108 - Closet
0.000
109 - Secure Storage
Btu/h·ft²·°F
Summer
Winter
External
Roof
Window
Window
Door
Wall
0.000
0.048
0.000
0.000
0.000
0.000
0.048
0.400
0.410
0.000
0.000
0.000
0.048
0.000
0.000
0.000
0.000
0.000
0.048
0.000
0.000
0.000
0.000
0.048
0.400
0.000
0.000
0.000
0.000
0.048
0.000
0.000
0.000
0.000
0.000
110 - Work
0.000
0.000
0.000
0.000
111 - Hall
0.000
0.000
0.000
0.000
112 - Mech
0.000
0.000
0.000
113 - PM Office
0.000
0.000
114 - Closet
0.000
115 - Asst PM Office
116 - Closet
Description
Alternative 2
Overall U-Factors
Project Name:
Dataset Name:
214180
214180 PEEDEE.TRC
Overall Thermal Transfer Values
Roof
0.048 Btu/h·ft²·°F
Roof (OTTVr)
4.36 Btu/hr·ft²
Wall
0.107 Btu/h·ft²·°F
Wall (OTTVw)
9.60 Btu/hr·ft²
Building
0.079 Btu/h·ft²·°F
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
Building U-Factors Report Page 2 of 2
111
BUILDING AREAS
By WILEYWILSON
Number of
Duplicate
Floors Rooms
Sys Zon Room
Floor Area/
Duplicate Room
ft²
Total
Floor Area
ft²
Partition
Area
ft²
Int Door
Area
ft²
Exposed
Floor Area
ft²
Skylight
Area
ft²
Net Roof
Area
ft²
Window
Area
ft²
Window/
Wall
%
86
104
33
32
114
13
65
125
146
25
132
11
133
11
53
53
90
1,226
1,226
105
610
715
715
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
86
104
33
32
114
13
65
125
146
25
132
11
133
0
53
53
90
1,215
1,215
105
610
715
715
0
28
0
0
28
0
0
0
0
0
28
0
14
0
0
0
14
112
112
42
45
87
87
0
12
0
0
12
0
0
0
0
0
14
0
13
0
0
0
7
8
8
40
7
11
11
Ext Door
Area
ft²
Net Wall
Area
ft²
Alternative 1
103 - Hall
104 - Reception
105 - Storage
106 - IT Room
107 - LE Office
108 - Closet
109 - Secure Storage
110 - Work
111 - Hall
112 - Mech
113 - PM Office
114 - Closet
115 - Asst PM Office
116 - Closet
117 - Women
118 - Men
119 - Break
HP-1 Zone
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
86
104
33
32
114
13
65
125
146
25
132
11
133
11
53
53
90
101 - Entry
102 - Multi-Use Exhibit
HP-2 Zone
1
1
1
1
105
610
HP-1
HP-2
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
21
21
21
0
21
21
21
0
213
118
63
200
25
0
0
0
55
172
58
91
0
65
65
181
1,306
1,306
63
608
671
671
Total building Window Area: 199 ft²
Total building Wall Area: 2,218 ft²
Building Total Window %:
9.0%
Total building Skylight Area: 0 ft²
Total building Roof Area: 1,930 ft²
Building Total Skylight %:
0.0%
Total building Floor Area: 1,941 ft²
Project Name:
214180
Dataset Name:
214180 PEEDEE.TRC
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
112
Building Areas Report Page 1 of 2
BUILDING AREAS
By WILEYWILSON
Number of
Duplicate
Floors Rooms
Sys Zon Room
Floor Area/
Duplicate Room
ft²
Total
Floor Area
ft²
Partition
Area
ft²
Int Door
Area
ft²
Exposed
Floor Area
ft²
Skylight
Area
ft²
Net Roof
Area
ft²
Window
Area
ft²
Window/
Wall
%
86
104
33
32
114
13
65
125
146
25
132
11
133
11
53
53
90
1,226
105
610
715
1,941
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11
0
11
11
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
86
104
33
32
114
13
65
125
146
25
132
11
133
0
53
53
90
1,215
105
610
715
1,930
0
28
0
0
28
0
0
0
0
0
28
0
14
0
0
0
14
112
42
45
87
199
0
12
0
0
12
0
0
0
0
0
14
0
13
0
0
0
7
8
40
7
11
9
Ext Door
Area
ft²
Net Wall
Area
ft²
Alternative 2
103 - Hall
104 - Reception
105 - Storage
106 - IT Room
107 - LE Office
108 - Closet
109 - Secure Storage
110 - Work
111 - Hall
112 - Mech
113 - PM Office
114 - Closet
115 - Asst PM Office
116 - Closet
117 - Women
118 - Men
119 - Break
Zone - 1
101 - Entry
102 - Multi-Use Exhibit
Zone - 2
System 4
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
86
104
33
32
114
13
65
125
146
25
132
11
133
11
53
53
90
1
1
1
1
105
610
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
21
21
0
21
21
42
0
213
118
63
200
25
0
0
0
55
172
58
91
0
65
65
181
1,306
63
608
671
1,977
Total building Window Area: 199 ft²
Total building Wall Area: 2,218 ft²
Building Total Window %:
9.0%
Total building Skylight Area: 0 ft²
Total building Roof Area: 1,930 ft²
Building Total Skylight %:
0.0%
Total building Floor Area: 1,941 ft²
Project Name:
214180
Dataset Name:
214180 PEEDEE.TRC
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
113
Building Areas Report Page 2 of 2
Entered Values
TRACE® 700 version 6.3
By WILEYWILSON
Project Name: 214180
Dataset Name: C:\Users\slittle\Documents\TRACE 700 Projects\214180 PEEDEE.TRC
Location:
Building Owner:
Program User:
Company:
Comments:
Cooling Design Period: January thru December
Peak Hour Override: 0
Daylight Savings Period:
Summer Period:
Cooling Methodology:
Heating Methodology:
Infiltration Methodology:
Outside Film Methodology:
Terrain Methodology:
CLTD-CLF (ASHRAE TFM)
CEC-DOE2
Vary with wind speed
Vary with wind speed
Center of a large city
Room Circ Rate: Medium
Wall Load To Plenum: YES
Building Orientation: 0 degrees from north
Simulation Hours: Reduced year
Calendar Code: Standard (1978)
Energy Simulation Period: January thru December
Project Name:
Dataset Name:
214180
C:\Users\slittle\Documents\TRACE 700 Projects\214180 PEEDEE.TRC
Location: Charlotte, North Carolina
Summer Design Dry Bulb: 91.50
°F
Summer Design Wet Bulb: 74.30
°F
Winter Design Dry Bulb: 23.50
°F
Summer Clearness Number:
Winter Clearness Number:
0.95
0.95
Summer Ground Reflectance: 0.20
Winter Ground Reflectance: 0.20
Carbon Dioxide Level: 400
Force VAV Min => Nominal Ventilation at Design:
Allow Energy Recovery/Transfer at Design:
Retest Design Peaks:
Calculate Building Block Loads:
ppm
No
No
Yes
No
Close ventilation dampers during unoccupied hours: Yes
TRACE® 700 v6.3
Entered Values - Project Information
114
ENTERED VALUES
ROOM BY ROOM
By WILEYWILSON
Room Description: 103 - Hall
System Description: HP-1
Zone Description: HP-1 Zone
GENERAL INFORMATION
PEOPLE
Floor Area: 86 ft²
Flr-Flr Height: 10.0 ft
Plenum Height: 0.0 ft
Height Above Flr:
Slab Cnstr Type: 4* LW Concrete
Room Mass: Time delay based on actual mass
Ceiling R-Value: 1.786 hr·ft²·°F/Btu
Is There Carpet?: YES
Design Clg DB / Drift Point:
75.0 °F / 81.0 °F
Design Htg DB / Drift Point:
70.0 °F / 64.0 °F
50 %
Design Relative Humidity:
Moisture Capacitance:
Medium
Clg Tstat: None
Htg Tstat: None
Floor Multiplier: 1
Room Multiplier: 1
Thermostat Location: Room
Humidistat Location: Room
CO2 Sensor Location: None
Room Type:Conditioned
People Type:
# of People:
People Sensible:
People Latent :
People Schedule:
AIRFLOW INFORMATION
None
0 sq ft/person
250 Btu/h
250 Btu/h
Cooling Only (Design)
Vent Type:
Vent Value:
Vent Schedule:
Infil Type:
Infil Value:
Infil Schedule:
Vav Airflow:
Vav Sched:
Supply:
Aux Supply:
Room Exhaust:
Rm Exh Sched:
Workstation: 1.0 workstation/person
LIGHTS
Lighting Type: Recessed fluorescent, not vented, 80% load
to space
Fixture Type: RECFL-NV
% Load to RA: 20 %
Lighting Schedule: Lights - Low rise office
Lighting Amount: 1.0 W/sq ft
Ballast Factor: 1.0
Cooling (Peop-based)
Corridors
0.00 cfm/person
Available (100%)
None
0.00 air changes/hr
Available (100%)
Available (100%)
To be calculated
To be calculated
Roof - 1
Area/
Amount
86 ft²
Const Type /
Tilt Schedule
Dir
0
90 Pee Dee
Room Description: 104 - Reception
U Value
Btu/h·ft²·°F
0.0237
Available (100%)
Std 62.1-2004
Cooling Ez: Custom
Heating Ez: Custom
Er: Default based on system type
Area
ft²
U Value
Shade
Coef Btu/h·ft²·°F
0
External
Shading
Internal
Shading
Overhang - None
Floor Multiplier: 1
Room Multiplier: 1
People Type:
# of People:
People Sensible:
People Latent :
People Schedule:
104 ft²
Roof - 1
S
203 ft²
Opening - 1
E
38 ft²
Misc Load 1 250.000 Watts/workstation
Project Name:
Dataset Name:
Dir
0
180
90
Const Type /
Tilt Schedule
General Office Space
1 People
250 Btu/h
200 Btu/h
People - Low Rise Office
Vent Type:
Vent Value:
Vent Schedule:
Infil Type:
Infil Value:
Infil Schedule:
Vav Airflow:
Vav Sched:
Supply:
Aux Supply:
Room Exhaust:
Rm Exh Sched:
LIGHTS
Lighting Type: Recessed fluorescent, not vented, 80% load
to space
Fixture Type: RECFL-NV
% Load to RA: 20 %
Lighting Schedule: Lights - Low rise office
Lighting Amount: 1.0 W/sq ft
Ballast Factor: 1.0
90 Pee Dee
0 Pee Dee
Window
0 Pee Dee
Misc - Low rise office
0.0237
0.0394
0.0394
214180
C:\Users\slittle\Documents\TRACE 700 Projects\214180 PEEDEE.TRC
Type /
Alpha Energy Type
0.90
0.90
90.1 Window Zone 4
0.90
Electricity
Pct
Ret/
Perm
Len
Rad
Frc/
Loss
Coef
AIRFLOW INFORMATION
Workstation: 1.0 workstation/person
U Value
Btu/h·ft²·°F
Pct
Pct
Sen/ Rm/
Cool Heat
Tmp Tmp
None
Cooling (Peop-based)
Office space
5.00 cfm/person
Available (100%)
None
0.00 air changes/hr
Available (100%)
Available (100%)
To be calculated
To be calculated
Area
ft²
None
0.00 air changes/hr
Available (100%)
Std 62.1-2004
Cooling Ez: Custom
Heating Ez: Custom
Er: Default based on system type
U Value
Shade
Coef Btu/h·ft²·°F
0
28
Heating (Area-based)
Office space
0.06 cfm/sq ft
To be calculated
To be calculated
Glass
Area/
Amount
Adj
Temp/
Grnd
Refl
System Description: HP-1
PEOPLE
Floor Area: 104 ft²
Flr-Flr Height: 10.0 ft
Plenum Height: 0.0 ft
Height Above Flr:
Slab Cnstr Type: 4* LW Concrete
Room Mass: Time delay based on actual mass
Ceiling R-Value: 1.786 hr·ft²·°F/Btu
Is There Carpet?: YES
Design Clg DB / Drift Point:
75.0 °F / 81.0 °F
Design Htg DB / Drift Point:
70.0 °F / 64.0 °F
50 %
Design Relative Humidity:
Moisture Capacitance:
Medium
Clg Tstat: None
Htg Tstat: None
Description
80 %
80 %
Zone Description: HP-1 Zone
GENERAL INFORMATION
Thermostat Location: Room
Humidistat Location: Room
CO2 Sensor Location: None
Room Type:Conditioned
Type /
Alpha Energy Type
0.90
None
0.00 air changes/hr
To be calculated
To be calculated
Glass
Description
Heating (Area-based)
Corridors
0.06 cfm/sq ft
0.46
0.40
External
Shading
Internal
Shading
Overhang - None
None
Overhang - Pee
None
80 %
80 %
Adj
Temp/
Grnd
Refl
Pct
Pct
Sen/ Rm/
Cool Heat
Tmp Tmp
Pct
Ret/
Perm
Len
Rad
Frc/
Loss
Coef
0.00
100
100
115
0 60.00
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
Alternative - 1 Entered Values - Rooms Page 1 of 26
ENTERED VALUES
ROOM BY ROOM
By WILEYWILSON
Room Description: 105 - Storage
System Description: HP-1
Zone Description: HP-1 Zone
GENERAL INFORMATION
PEOPLE
Floor Area: 33 ft²
Flr-Flr Height: 10.0 ft
Plenum Height: 0.0 ft
Height Above Flr:
Slab Cnstr Type: 4* LW Concrete
Room Mass: Time delay based on actual mass
Ceiling R-Value: 1.786 hr·ft²·°F/Btu
Is There Carpet?: YES
Design Clg DB / Drift Point:
75.0 °F / 81.0 °F
Design Htg DB / Drift Point:
70.0 °F / 64.0 °F
50 %
Design Relative Humidity:
Moisture Capacitance:
Medium
Clg Tstat: None
Htg Tstat: None
Floor Multiplier: 1
Room Multiplier: 1
Thermostat Location: Room
Humidistat Location: Room
CO2 Sensor Location: None
Room Type:Conditioned
People Type:
# of People:
People Sensible:
People Latent :
People Schedule:
AIRFLOW INFORMATION
None
0 sq ft/person
250 Btu/h
250 Btu/h
Cooling Only (Design)
Workstation: 1.0 workstation/person
LIGHTS
Lighting Type: Recessed fluorescent, not vented, 80% load
to space
Fixture Type: RECFL-NV
% Load to RA: 20 %
Lighting Schedule: Lights - Low rise office
Lighting Amount: 1.0 W/sq ft
Ballast Factor: 1.0
Vent Type:
Vent Value:
Vent Schedule:
Infil Type:
Infil Value:
Infil Schedule:
Vav Airflow:
Vav Sched:
Supply:
Aux Supply:
Room Exhaust:
Rm Exh Sched:
Cooling
Heating
Occupiable storage rooms for dryOccupiable
materia
storage rooms for dry materia
5.00 cfm/person
0.06 cfm/sq ft
Available (100%)
None
None
0.00 air changes/hr
0.00 air changes/hr
Available (100%)
Available (100%)
To be calculated
To be calculated
To be calculated
To be calculated
Available (100%)
Glass
Description
Roof - 1
S
W
Area/
Amount
33 ft²
53 ft²
65 ft²
Dir
Const Type /
Tilt Schedule
0
180
270
90 Pee Dee
0 Pee Dee
0 Pee Dee
Room Description: 106 - IT Room
U Value
Btu/h·ft²·°F
0.0237
0.0394
0.0394
Area
ft²
U Value
Shade
Coef Btu/h·ft²·°F
0
External
Shading
Internal
Shading
Overhang - None
Floor Multiplier: 1
Room Multiplier: 1
People Type:
# of People:
People Sensible:
People Latent :
People Schedule:
Area/
Amount
Roof - 1
W
Misc Load 1
32 ft²
63 ft²
1.000 kW
Project Name:
Dataset Name:
Dir
0
270
Const Type /
Tilt Schedule
None
0 sq ft/person
250 Btu/h
250 Btu/h
Cooling Only (Design)
Workstation: 1.0 workstation/person
LIGHTS
Lighting Type: Recessed fluorescent, not vented, 80% load
to space
Fixture Type: RECFL-NV
% Load to RA: 20 %
Lighting Schedule: Lights - Low rise office
Lighting Amount: 1.0 W/sq ft
Ballast Factor: 1.0
90 Pee Dee
0 Pee Dee
Misc - Low rise office
U Value
Btu/h·ft²·°F
0.0237
0.0394
214180
C:\Users\slittle\Documents\TRACE 700 Projects\214180 PEEDEE.TRC
Type /
Alpha Energy Type
0.90
0.90
Electricity
Rad
Frc/
Loss
Coef
AIRFLOW INFORMATION
Vent Type:
Vent Value:
Vent Schedule:
Infil Type:
Infil Value:
Infil Schedule:
Vav Airflow:
Vav Sched:
Supply:
Aux Supply:
Room Exhaust:
Rm Exh Sched:
Cooling
Heating
Occupiable storage rooms for dryOccupiable
materia
storage rooms for dry materia
5.00 cfm/person
0.06 cfm/sq ft
Available (100%)
None
None
0.00 air changes/hr
0.00 air changes/hr
Available (100%)
Available (100%)
To be calculated
To be calculated
To be calculated
To be calculated
Available (100%)
Glass
Description
Pct
Ret/
Perm
Len
System Description: HP-1
PEOPLE
Floor Area: 32 ft²
Flr-Flr Height: 10.0 ft
Plenum Height: 0.0 ft
Height Above Flr:
Slab Cnstr Type: 4* LW Concrete
Room Mass: Time delay based on actual mass
Ceiling R-Value: 1.786 hr·ft²·°F/Btu
Is There Carpet?: YES
Design Clg DB / Drift Point:
75.0 °F / 81.0 °F
Design Htg DB / Drift Point:
70.0 °F / 64.0 °F
50 %
Design Relative Humidity:
Moisture Capacitance:
Medium
Clg Tstat: None
Htg Tstat: None
Pct
Pct
Sen/ Rm/
Cool Heat
Tmp Tmp
None
Zone Description: HP-1 Zone
GENERAL INFORMATION
Thermostat Location: Room
Humidistat Location: Room
CO2 Sensor Location: None
Room Type:Conditioned
Type /
Alpha Energy Type
0.90
0.90
0.90
Adj
Temp/
Grnd
Refl
Area
ft²
0
U Value
Shade
Coef Btu/h·ft²·°F
External
Shading
Overhang - None
Internal
Shading
Adj
Temp/
Grnd
Refl
Pct
Pct
Sen/ Rm/
Cool Heat
Tmp Tmp
Pct
Ret/
Perm
Len
Rad
Frc/
Loss
Coef
None
100
100
116
0 60.00
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
Alternative - 1 Entered Values - Rooms Page 2 of 26
ENTERED VALUES
ROOM BY ROOM
By WILEYWILSON
Room Description: 107 - LE Office
System Description: HP-1
Zone Description: HP-1 Zone
GENERAL INFORMATION
PEOPLE
Floor Area: 114 ft²
Flr-Flr Height: 10.0 ft
Plenum Height: 0.0 ft
Height Above Flr:
Slab Cnstr Type: 4* LW Concrete
Room Mass: Time delay based on actual mass
Ceiling R-Value: 1.786 hr·ft²·°F/Btu
Is There Carpet?: YES
Design Clg DB / Drift Point:
75.0 °F / 81.0 °F
Design Htg DB / Drift Point:
70.0 °F / 64.0 °F
50 %
Design Relative Humidity:
Moisture Capacitance:
Medium
Clg Tstat: None
Htg Tstat: None
Floor Multiplier: 1
Room Multiplier: 1
Thermostat Location: Room
Humidistat Location: Room
CO2 Sensor Location: None
Room Type:Conditioned
People Type:
# of People:
People Sensible:
People Latent :
People Schedule:
AIRFLOW INFORMATION
General Office Space
1 People
250 Btu/h
200 Btu/h
People - Low Rise Office
Vent Type:
Vent Value:
Vent Schedule:
Infil Type:
Infil Value:
Infil Schedule:
Vav Airflow:
Vav Sched:
Supply:
Aux Supply:
Room Exhaust:
Rm Exh Sched:
Workstation: 1.0 workstation/person
LIGHTS
Lighting Type: Recessed fluorescent, not vented, 80% load
to space
Fixture Type: RECFL-NV
% Load to RA: 20 %
Lighting Schedule: Lights - Low rise office
Lighting Amount: 1.0 W/sq ft
Ballast Factor: 1.0
Cooling (Peop-based)
Office space
5.00 cfm/person
Available (100%)
None
0.00 air changes/hr
Available (100%)
Available (100%)
To be calculated
To be calculated
Area/
Amount
114 ft²
Roof - 1
W
90 ft²
Opening - 1
N
138 ft²
Opening - 1
Misc Load 1 250.000 Watts/workstation
Project Name:
Dataset Name:
Dir
0
270
0
Const Type /
Tilt Schedule
90 Pee Dee
0 Pee Dee
Window
0 Pee Dee
Window
Misc - Low rise office
U Value
Btu/h·ft²·°F
0.0237
0.0394
0.0394
214180
C:\Users\slittle\Documents\TRACE 700 Projects\214180 PEEDEE.TRC
Type /
Alpha Energy Type
0.90
0.90
90.1 Window Zone 4
0.90
90.1 Window Zone 4
Electricity
Area
ft²
None
0.00 air changes/hr
To be calculated
To be calculated
Available (100%)
Std 62.1-2004
Cooling Ez: Custom
Heating Ez: Custom
Er: Default based on system type
Glass
Description
Heating (Area-based)
Office space
0.06 cfm/sq ft
U Value
Shade
Coef Btu/h·ft²·°F
0
External
Shading
Internal
Shading
Overhang - None
None
80 %
80 %
Adj
Temp/
Grnd
Refl
14
0.46
0.40
Overhang - None
None
0.00
14
0.46
0.40
Overhang - None
None
0.00
Pct
Pct
Sen/ Rm/
Cool Heat
Tmp Tmp
100
100
117
Pct
Ret/
Perm
Len
Rad
Frc/
Loss
Coef
0 60.00
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
Alternative - 1 Entered Values - Rooms Page 3 of 26
ENTERED VALUES
ROOM BY ROOM
By WILEYWILSON
Room Description: 108 - Closet
System Description: HP-1
Zone Description: HP-1 Zone
GENERAL INFORMATION
PEOPLE
Floor Area: 13 ft²
Flr-Flr Height: 10.0 ft
Plenum Height: 0.0 ft
Height Above Flr:
Slab Cnstr Type: 4* LW Concrete
Room Mass: Time delay based on actual mass
Ceiling R-Value: 1.786 hr·ft²·°F/Btu
Is There Carpet?: YES
Design Clg DB / Drift Point:
75.0 °F / 81.0 °F
Design Htg DB / Drift Point:
70.0 °F / 64.0 °F
50 %
Design Relative Humidity:
Moisture Capacitance:
Medium
Clg Tstat: None
Htg Tstat: None
Floor Multiplier: 1
Room Multiplier: 1
Thermostat Location: Room
Humidistat Location: Room
CO2 Sensor Location: None
Room Type:Conditioned
People Type:
# of People:
People Sensible:
People Latent :
People Schedule:
AIRFLOW INFORMATION
None
0 sq ft/person
250 Btu/h
250 Btu/h
Cooling Only (Design)
Workstation: 1.0 workstation/person
LIGHTS
Lighting Type: Recessed fluorescent, not vented, 80% load
to space
Fixture Type: RECFL-NV
% Load to RA: 20 %
Lighting Schedule: Lights - Low rise office
Lighting Amount: 1.0 W/sq ft
Ballast Factor: 1.0
Vent Type:
Vent Value:
Vent Schedule:
Infil Type:
Infil Value:
Infil Schedule:
Vav Airflow:
Vav Sched:
Supply:
Aux Supply:
Room Exhaust:
Rm Exh Sched:
Cooling
Heating
Occupiable storage rooms for dryOccupiable
materia
storage rooms for dry materia
5.00 cfm/person
0.06 cfm/sq ft
Available (100%)
None
None
0.00 air changes/hr
0.00 air changes/hr
Available (100%)
Available (100%)
To be calculated
To be calculated
To be calculated
To be calculated
Available (100%)
Glass
Description
Roof - 1
W
Area/
Amount
13 ft²
25 ft²
Dir
Const Type /
Tilt Schedule
0
270
90 Pee Dee
0 Pee Dee
Room Description: 109 - Secure Storage
U Value
Btu/h·ft²·°F
0.0237
0.0394
Area
ft²
U Value
Shade
Coef Btu/h·ft²·°F
0
External
Shading
Overhang - None
Floor Multiplier: 1
Room Multiplier: 1
People Type:
# of People:
People Sensible:
People Latent :
People Schedule:
Roof - 1
Project Name:
Dataset Name:
Area/
Amount
65 ft²
Dir
0
Const Type /
Tilt Schedule
None
0 sq ft/person
250 Btu/h
250 Btu/h
Cooling Only (Design)
LIGHTS
Lighting Type: Recessed fluorescent, not vented, 80% load
to space
Fixture Type: RECFL-NV
% Load to RA: 20 %
Lighting Schedule: Lights - Low rise office
Lighting Amount: 1.0 W/sq ft
Ballast Factor: 1.0
90 Pee Dee
0.0237
214180
C:\Users\slittle\Documents\TRACE 700 Projects\214180 PEEDEE.TRC
Type /
Alpha Energy Type
0.90
Rad
Frc/
Loss
Coef
AIRFLOW INFORMATION
Workstation: 1.0 workstation/person
U Value
Btu/h·ft²·°F
Pct
Ret/
Perm
Len
None
Vent Type:
Vent Value:
Vent Schedule:
Infil Type:
Infil Value:
Infil Schedule:
Vav Airflow:
Vav Sched:
Supply:
Aux Supply:
Room Exhaust:
Rm Exh Sched:
Cooling
Heating
Occupiable storage rooms for dryOccupiable
materia
storage rooms for dry materia
5.00 cfm/person
0.06 cfm/sq ft
Available (100%)
None
None
0.00 air changes/hr
0.00 air changes/hr
Available (100%)
Available (100%)
To be calculated
To be calculated
To be calculated
To be calculated
Available (100%)
Glass
Description
Pct
Pct
Sen/ Rm/
Cool Heat
Tmp Tmp
System Description: HP-1
PEOPLE
Floor Area: 65 ft²
Flr-Flr Height: 10.0 ft
Plenum Height: 0.0 ft
Height Above Flr:
Slab Cnstr Type: 4* LW Concrete
Room Mass: Time delay based on actual mass
Ceiling R-Value: 1.786 hr·ft²·°F/Btu
Is There Carpet?: YES
Design Clg DB / Drift Point:
75.0 °F / 81.0 °F
Design Htg DB / Drift Point:
70.0 °F / 64.0 °F
50 %
Design Relative Humidity:
Moisture Capacitance:
Medium
Clg Tstat: None
Htg Tstat: None
Internal
Shading
Zone Description: HP-1 Zone
GENERAL INFORMATION
Thermostat Location: Room
Humidistat Location: Room
CO2 Sensor Location: None
Room Type:Conditioned
Type /
Alpha Energy Type
0.90
0.90
Adj
Temp/
Grnd
Refl
Area
ft²
0
U Value
Shade
Coef Btu/h·ft²·°F
External
Shading
Overhang - None
Internal
Shading
Adj
Temp/
Grnd
Refl
Pct
Pct
Sen/ Rm/
Cool Heat
Tmp Tmp
Pct
Ret/
Perm
Len
Rad
Frc/
Loss
Coef
None
118
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
Alternative - 1 Entered Values - Rooms Page 4 of 26
ENTERED VALUES
ROOM BY ROOM
By WILEYWILSON
Room Description: 110 - Work
System Description: HP-1
Zone Description: HP-1 Zone
GENERAL INFORMATION
PEOPLE
Floor Area: 125 ft²
Flr-Flr Height: 10.0 ft
Plenum Height: 0.0 ft
Height Above Flr:
Slab Cnstr Type: 4* LW Concrete
Room Mass: Time delay based on actual mass
Ceiling R-Value: 1.786 hr·ft²·°F/Btu
Is There Carpet?: YES
Design Clg DB / Drift Point:
75.0 °F / 81.0 °F
Design Htg DB / Drift Point:
70.0 °F / 64.0 °F
50 %
Design Relative Humidity:
Moisture Capacitance:
Medium
Clg Tstat: None
Htg Tstat: None
Floor Multiplier: 1
Room Multiplier: 1
Thermostat Location: Room
Humidistat Location: Room
CO2 Sensor Location: None
Room Type:Conditioned
People Type:
# of People:
People Sensible:
People Latent :
People Schedule:
AIRFLOW INFORMATION
General Office Space
1 People
250 Btu/h
200 Btu/h
People - Low Rise Office
Workstation: 1.0 workstation/person
LIGHTS
Lighting Type: Recessed fluorescent, not vented, 80% load
to space
Fixture Type: RECFL-NV
% Load to RA: 20 %
Lighting Schedule: Lights - Low rise office
Lighting Amount: 1.0 W/sq ft
Ballast Factor: 1.0
Vent Type:
Vent Value:
Vent Schedule:
Infil Type:
Infil Value:
Infil Schedule:
Vav Airflow:
Vav Sched:
Supply:
Aux Supply:
Room Exhaust:
Rm Exh Sched:
Cooling (Peop-based)
Office space
5.00 cfm/person
Available (100%)
None
0.00 air changes/hr
Available (100%)
Available (100%)
To be calculated
To be calculated
Area/
Amount
125 ft²
Roof - 1
Misc Load 1 250.000 Watts/workstation
Const Type /
Tilt Schedule
Dir
0
90 Pee Dee
Misc - Low rise office
Room Description: 111 - Hall
U Value
Btu/h·ft²·°F
0.0237
Type /
Alpha Energy Type
0.90
Electricity
Area
ft²
Available (100%)
Std 62.1-2004
Cooling Ez: Custom
Heating Ez: Custom
Er: Default based on system type
U Value
Shade
Coef Btu/h·ft²·°F
0
External
Shading
Internal
Shading
Overhang - None
Floor Multiplier: 1
Room Multiplier: 1
Thermostat Location: Room
Humidistat Location: Room
CO2 Sensor Location: None
Room Type:Conditioned
People Type:
# of People:
People Sensible:
People Latent :
People Schedule:
Project Name:
Dataset Name:
146 ft²
Dir
0
Const Type /
Tilt Schedule
90 Pee Dee
LIGHTS
Lighting Type: Recessed fluorescent, not vented, 80% load
to space
Fixture Type: RECFL-NV
% Load to RA: 20 %
Lighting Schedule: Lights - Low rise office
Lighting Amount: 1.0 W/sq ft
Ballast Factor: 1.0
0.0237
214180
C:\Users\slittle\Documents\TRACE 700 Projects\214180 PEEDEE.TRC
Rad
Frc/
Loss
Coef
100
0 60.00
System Description: HP-1
None
0 sq ft/person
250 Btu/h
250 Btu/h
Cooling Only (Design)
Type /
Alpha Energy Type
0.90
Pct
Ret/
Perm
Len
AIRFLOW INFORMATION
Workstation: 1.0 workstation/person
U Value
Btu/h·ft²·°F
Pct
Pct
Sen/ Rm/
Cool Heat
Tmp Tmp
None
Vent Type:
Vent Value:
Vent Schedule:
Infil Type:
Infil Value:
Infil Schedule:
Vav Airflow:
Vav Sched:
Supply:
Aux Supply:
Room Exhaust:
Rm Exh Sched:
Cooling (Peop-based)
Corridors
0.00 cfm/person
Available (100%)
None
0.00 air changes/hr
Available (100%)
Available (100%)
To be calculated
To be calculated
Area
ft²
0
Heating (Area-based)
Corridors
0.06 cfm/sq ft
None
0.00 air changes/hr
To be calculated
To be calculated
Available (100%)
Std 62.1-2004
Cooling Ez: Custom
Heating Ez: Custom
Er: Default based on system type
Glass
Roof - 1
Adj
Temp/
Grnd
Refl
100
PEOPLE
Floor Area: 146 ft²
Flr-Flr Height: 10.0 ft
Plenum Height: 0.0 ft
Height Above Flr:
Slab Cnstr Type: 4* LW Concrete
Room Mass: Time delay based on actual mass
Ceiling R-Value: 1.786 hr·ft²·°F/Btu
Is There Carpet?: YES
Design Clg DB / Drift Point:
75.0 °F / 81.0 °F
Design Htg DB / Drift Point:
70.0 °F / 64.0 °F
50 %
Design Relative Humidity:
Moisture Capacitance:
Medium
Clg Tstat: None
Htg Tstat: None
Area/
Amount
80 %
80 %
Zone Description: HP-1 Zone
GENERAL INFORMATION
Description
None
0.00 air changes/hr
To be calculated
To be calculated
Glass
Description
Heating (Area-based)
Office space
0.06 cfm/sq ft
U Value
Shade
Coef Btu/h·ft²·°F
External
Shading
Overhang - None
Internal
Shading
80 %
80 %
Adj
Temp/
Grnd
Refl
Pct
Pct
Sen/ Rm/
Cool Heat
Tmp Tmp
Pct
Ret/
Perm
Len
Rad
Frc/
Loss
Coef
None
119
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
Alternative - 1 Entered Values - Rooms Page 5 of 26
ENTERED VALUES
ROOM BY ROOM
By WILEYWILSON
Room Description: 112 - Mech
System Description: HP-1
Zone Description: HP-1 Zone
GENERAL INFORMATION
PEOPLE
Floor Area: 25 ft²
Flr-Flr Height: 10.0 ft
Plenum Height: 0.0 ft
Height Above Flr:
Slab Cnstr Type: 4* LW Concrete
Room Mass: Time delay based on actual mass
Ceiling R-Value: 1.786 hr·ft²·°F/Btu
Is There Carpet?: YES
Design Clg DB / Drift Point:
75.0 °F / 81.0 °F
Design Htg DB / Drift Point:
70.0 °F / 64.0 °F
50 %
Design Relative Humidity:
Moisture Capacitance:
Medium
Clg Tstat: None
Htg Tstat: None
Floor Multiplier: 1
Room Multiplier: 1
Thermostat Location: Room
Humidistat Location: Room
CO2 Sensor Location: None
Room Type:Conditioned
People Type:
# of People:
People Sensible:
People Latent :
People Schedule:
AIRFLOW INFORMATION
None
0 sq ft/person
250 Btu/h
250 Btu/h
Cooling Only (Design)
Workstation: 1.0 workstation/person
LIGHTS
Lighting Type: Recessed fluorescent, not vented, 80% load
to space
Fixture Type: RECFL-NV
% Load to RA: 20 %
Lighting Schedule: Lights - Low rise office
Lighting Amount: 1.0 W/sq ft
Ballast Factor: 1.0
Vent Type:
Vent Value:
Vent Schedule:
Infil Type:
Infil Value:
Infil Schedule:
Vav Airflow:
Vav Sched:
Supply:
Aux Supply:
Room Exhaust:
Rm Exh Sched:
Cooling
Heating
Occupiable storage rooms for dryOccupiable
materia
storage rooms for dry materia
5.00 cfm/person
0.06 cfm/sq ft
Available (100%)
None
None
0.00 air changes/hr
0.00 air changes/hr
Available (100%)
Available (100%)
To be calculated
To be calculated
To be calculated
To be calculated
Available (100%)
Glass
Description
Roof - 1
W
Project Name:
Dataset Name:
Area/
Amount
25 ft²
55 ft²
Dir
Const Type /
Tilt Schedule
0
270
90 Pee Dee
0 Pee Dee
U Value
Btu/h·ft²·°F
0.0237
0.0394
214180
C:\Users\slittle\Documents\TRACE 700 Projects\214180 PEEDEE.TRC
Type /
Alpha Energy Type
0.90
0.90
Area
ft²
0
U Value
Shade
Coef Btu/h·ft²·°F
External
Shading
Overhang - None
Internal
Shading
Adj
Temp/
Grnd
Refl
Pct
Pct
Sen/ Rm/
Cool Heat
Tmp Tmp
Pct
Ret/
Perm
Len
Rad
Frc/
Loss
Coef
None
120
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
Alternative - 1 Entered Values - Rooms Page 6 of 26
ENTERED VALUES
ROOM BY ROOM
By WILEYWILSON
Room Description: 113 - PM Office
System Description: HP-1
Zone Description: HP-1 Zone
GENERAL INFORMATION
PEOPLE
Floor Area: 132 ft²
Flr-Flr Height: 10.0 ft
Plenum Height: 0.0 ft
Height Above Flr:
Slab Cnstr Type: 4* LW Concrete
Room Mass: Time delay based on actual mass
Ceiling R-Value: 1.786 hr·ft²·°F/Btu
Is There Carpet?: YES
Design Clg DB / Drift Point:
75.0 °F / 81.0 °F
Design Htg DB / Drift Point:
70.0 °F / 64.0 °F
50 %
Design Relative Humidity:
Moisture Capacitance:
Medium
Clg Tstat: None
Htg Tstat: None
Floor Multiplier: 1
Room Multiplier: 1
Thermostat Location: Room
Humidistat Location: Room
CO2 Sensor Location: None
Room Type:Conditioned
People Type:
# of People:
People Sensible:
People Latent :
People Schedule:
AIRFLOW INFORMATION
General Office Space
1 People
250 Btu/h
200 Btu/h
People - Low Rise Office
Vent Type:
Vent Value:
Vent Schedule:
Infil Type:
Infil Value:
Infil Schedule:
Vav Airflow:
Vav Sched:
Supply:
Aux Supply:
Room Exhaust:
Rm Exh Sched:
Workstation: 1.0 workstation/person
LIGHTS
Lighting Type: Recessed fluorescent, not vented, 80% load
to space
Fixture Type: RECFL-NV
% Load to RA: 20 %
Lighting Schedule: Lights - Low rise office
Lighting Amount: 1.0 W/sq ft
Ballast Factor: 1.0
Cooling (Peop-based)
Office space
5.00 cfm/person
Available (100%)
None
0.00 air changes/hr
Available (100%)
Available (100%)
To be calculated
To be calculated
Area/
Amount
132 ft²
Roof - 1
N
105 ft²
Opening - 1
W
95 ft²
Opening - 1
Misc Load 1 250.000 Watts/workstation
Project Name:
Dataset Name:
Dir
0
0
270
Const Type /
Tilt Schedule
90 Pee Dee
0 Pee Dee
Window
0 Pee Dee
Window
Misc - Low rise office
U Value
Btu/h·ft²·°F
0.0237
0.0394
0.0394
214180
C:\Users\slittle\Documents\TRACE 700 Projects\214180 PEEDEE.TRC
Type /
Alpha Energy Type
0.90
0.90
90.1 Window Zone 4
0.90
90.1 Window Zone 4
Electricity
Area
ft²
None
0.00 air changes/hr
To be calculated
To be calculated
Available (100%)
Std 62.1-2004
Cooling Ez: Custom
Heating Ez: Custom
Er: Default based on system type
Glass
Description
Heating (Area-based)
Office space
0.06 cfm/sq ft
U Value
Shade
Coef Btu/h·ft²·°F
0
External
Shading
Internal
Shading
Overhang - None
None
80 %
80 %
Adj
Temp/
Grnd
Refl
14
0.46
0.40
Overhang - Pee
None
0.00
14
0.46
0.40
Overhang - None
None
0.00
Pct
Pct
Sen/ Rm/
Cool Heat
Tmp Tmp
100
100
121
Pct
Ret/
Perm
Len
Rad
Frc/
Loss
Coef
0 60.00
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
Alternative - 1 Entered Values - Rooms Page 7 of 26
ENTERED VALUES
ROOM BY ROOM
By WILEYWILSON
Room Description: 114 - Closet
System Description: HP-1
Zone Description: HP-1 Zone
GENERAL INFORMATION
PEOPLE
Floor Area: 11 ft²
Flr-Flr Height: 10.0 ft
Plenum Height: 0.0 ft
Height Above Flr:
Slab Cnstr Type: 4* LW Concrete
Room Mass: Time delay based on actual mass
Ceiling R-Value: 1.786 hr·ft²·°F/Btu
Is There Carpet?: YES
Design Clg DB / Drift Point:
75.0 °F / 81.0 °F
Design Htg DB / Drift Point:
70.0 °F / 64.0 °F
50 %
Design Relative Humidity:
Moisture Capacitance:
Medium
Clg Tstat: None
Htg Tstat: None
Floor Multiplier: 1
Room Multiplier: 1
Thermostat Location: Room
Humidistat Location: Room
CO2 Sensor Location: None
Room Type:Conditioned
People Type:
# of People:
People Sensible:
People Latent :
People Schedule:
AIRFLOW INFORMATION
None
0 sq ft/person
250 Btu/h
250 Btu/h
Cooling Only (Design)
Vent Type:
Vent Value:
Vent Schedule:
Infil Type:
Infil Value:
Infil Schedule:
Vav Airflow:
Vav Sched:
Supply:
Aux Supply:
Room Exhaust:
Rm Exh Sched:
Workstation: 1.0 workstation/person
LIGHTS
Lighting Type: Recessed fluorescent, not vented, 80% load
to space
Fixture Type: RECFL-NV
% Load to RA: 20 %
Lighting Schedule: Lights - Low rise office
Lighting Amount: 1.0 W/sq ft
Ballast Factor: 1.0
Cooling
Heating
Occupiable storage rooms for dryOccupiable
materia
storage rooms for dry materia
5.00 cfm/person
0.06 cfm/sq ft
Available (100%)
None
None
0.00 air changes/hr
0.00 air changes/hr
Available (100%)
Available (100%)
To be calculated
To be calculated
To be calculated
To be calculated
Available (100%)
Glass
Description
Roof - 1
W
Area/
Amount
11 ft²
58 ft²
Dir
Const Type /
Tilt Schedule
0
270
90 Pee Dee
0 Pee Dee
Room Description: 115 - Asst PM Office
U Value
Btu/h·ft²·°F
0.0237
0.0394
Area
ft²
U Value
Shade
Coef Btu/h·ft²·°F
0
External
Shading
Overhang - None
Floor Multiplier: 1
Room Multiplier: 1
People Type:
# of People:
People Sensible:
People Latent :
People Schedule:
Area/
Amount
133 ft²
Roof - 1
N
105 ft²
Opening - 1
Misc Load 1 250.000 Watts/workstation
Project Name:
Dataset Name:
Dir
0
0
Const Type /
Tilt Schedule
General Office Space
1 People
250 Btu/h
200 Btu/h
People - Low Rise Office
Vent Type:
Vent Value:
Vent Schedule:
Infil Type:
Infil Value:
Infil Schedule:
Vav Airflow:
Vav Sched:
Supply:
Aux Supply:
Room Exhaust:
Rm Exh Sched:
LIGHTS
Lighting Type: Recessed fluorescent, not vented, 80% load
to space
Fixture Type: RECFL-NV
% Load to RA: 20 %
Lighting Schedule: Lights - Low rise office
Lighting Amount: 1.0 W/sq ft
Ballast Factor: 1.0
90 Pee Dee
0 Pee Dee
Window
Misc - Low rise office
0.0237
0.0394
214180
C:\Users\slittle\Documents\TRACE 700 Projects\214180 PEEDEE.TRC
Type /
Alpha Energy Type
0.90
0.90
90.1 Window Zone 4
Electricity
Rad
Frc/
Loss
Coef
AIRFLOW INFORMATION
Workstation: 1.0 workstation/person
U Value
Btu/h·ft²·°F
Pct
Ret/
Perm
Len
None
Cooling (Peop-based)
Office space
5.00 cfm/person
Available (100%)
None
0.00 air changes/hr
Available (100%)
Available (100%)
To be calculated
To be calculated
Area
ft²
None
0.00 air changes/hr
Available (100%)
Std 62.1-2004
Cooling Ez: Custom
Heating Ez: Custom
Er: Default based on system type
U Value
Shade
Coef Btu/h·ft²·°F
0
14
Heating (Area-based)
Office space
0.06 cfm/sq ft
To be calculated
To be calculated
Glass
Description
Pct
Pct
Sen/ Rm/
Cool Heat
Tmp Tmp
System Description: HP-1
PEOPLE
Floor Area: 133 ft²
Flr-Flr Height: 10.0 ft
Plenum Height: 0.0 ft
Height Above Flr:
Slab Cnstr Type: 4* LW Concrete
Room Mass: Time delay based on actual mass
Ceiling R-Value: 1.786 hr·ft²·°F/Btu
Is There Carpet?: YES
Design Clg DB / Drift Point:
75.0 °F / 81.0 °F
Design Htg DB / Drift Point:
70.0 °F / 64.0 °F
50 %
Design Relative Humidity:
Moisture Capacitance:
Medium
Clg Tstat: None
Htg Tstat: None
Internal
Shading
Zone Description: HP-1 Zone
GENERAL INFORMATION
Thermostat Location: Room
Humidistat Location: Room
CO2 Sensor Location: None
Room Type:Conditioned
Type /
Alpha Energy Type
0.90
0.90
Adj
Temp/
Grnd
Refl
0.46
0.40
External
Shading
Internal
Shading
Overhang - None
None
Overhang - Pee
None
80 %
80 %
Adj
Temp/
Grnd
Refl
Pct
Pct
Sen/ Rm/
Cool Heat
Tmp Tmp
Pct
Ret/
Perm
Len
Rad
Frc/
Loss
Coef
0.00
100
100
122
0 60.00
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
Alternative - 1 Entered Values - Rooms Page 8 of 26
ENTERED VALUES
ROOM BY ROOM
By WILEYWILSON
Room Description: 116 - Closet
System Description: HP-1
Zone Description: HP-1 Zone
GENERAL INFORMATION
PEOPLE
Floor Area: 11 ft²
Flr-Flr Height: 10.0 ft
Plenum Height: 0.0 ft
Height Above Flr:
Slab Cnstr Type: 4* LW Concrete
Room Mass: Time delay based on actual mass
Ceiling R-Value: 1.786 hr·ft²·°F/Btu
Is There Carpet?: YES
Design Clg DB / Drift Point:
75.0 °F / 81.0 °F
Design Htg DB / Drift Point:
70.0 °F / 64.0 °F
50 %
Design Relative Humidity:
Moisture Capacitance:
Medium
Clg Tstat: None
Htg Tstat: None
Floor Multiplier: 1
Room Multiplier: 1
Thermostat Location: Room
Humidistat Location: Room
CO2 Sensor Location: None
Room Type:Conditioned
People Type:
# of People:
People Sensible:
People Latent :
People Schedule:
AIRFLOW INFORMATION
None
0 sq ft/person
250 Btu/h
250 Btu/h
Cooling Only (Design)
Workstation: 1.0 workstation/person
LIGHTS
Lighting Type: Recessed fluorescent, not vented, 80% load
to space
Fixture Type: RECFL-NV
% Load to RA: 20 %
Lighting Schedule: Lights - Low rise office
Lighting Amount: 1.0 W/sq ft
Ballast Factor: 1.0
Vent Type:
Vent Value:
Vent Schedule:
Infil Type:
Infil Value:
Infil Schedule:
Vav Airflow:
Vav Sched:
Supply:
Aux Supply:
Room Exhaust:
Rm Exh Sched:
Cooling
Heating
Occupiable storage rooms for dryOccupiable
materia
storage rooms for dry materia
5.00 cfm/person
0.06 cfm/sq ft
Available (100%)
None
None
0.00 air changes/hr
0.00 air changes/hr
Available (100%)
Available (100%)
To be calculated
To be calculated
To be calculated
To be calculated
Available (100%)
Glass
Description
Area/
Amount
Const Type /
Tilt Schedule
Dir
Room Description: 117 - Women
U Value
Btu/h·ft²·°F
Type /
Alpha Energy Type
Area
ft²
U Value
Shade
Coef Btu/h·ft²·°F
External
Shading
Internal
Shading
PEOPLE
Floor Area: 53 ft²
Flr-Flr Height: 10.0 ft
Plenum Height: 0.0 ft
Height Above Flr:
Slab Cnstr Type: 4* LW Concrete
Room Mass: Time delay based on actual mass
Ceiling R-Value: 1.786 hr·ft²·°F/Btu
Is There Carpet?: YES
Design Clg DB / Drift Point:
75.0 °F / 81.0 °F
Design Htg DB / Drift Point:
70.0 °F / 64.0 °F
50 %
Design Relative Humidity:
Moisture Capacitance:
Medium
Clg Tstat: None
Htg Tstat: None
Floor Multiplier: 1
Room Multiplier: 1
Thermostat Location: Room
Humidistat Location: Room
CO2 Sensor Location: None
Room Type:Conditioned
People Type:
# of People:
People Sensible:
People Latent :
People Schedule:
Roof - 1
E
Project Name:
Dataset Name:
53 ft²
65 ft²
Dir
0
90
Const Type /
Tilt Schedule
None
0 sq ft/person
250 Btu/h
250 Btu/h
Cooling Only (Design)
Workstation: 1.0 workstation/person
LIGHTS
Lighting Type: Recessed fluorescent, not vented, 80% load
to space
Fixture Type: RECFL-NV
% Load to RA: 20 %
Lighting Schedule: Lights - Low rise office
Lighting Amount: 1.0 W/sq ft
Ballast Factor: 1.0
90 Pee Dee
0 Pee Dee
U Value
Btu/h·ft²·°F
0.0237
0.0394
214180
C:\Users\slittle\Documents\TRACE 700 Projects\214180 PEEDEE.TRC
Type /
Alpha Energy Type
0.90
0.90
Pct
Ret/
Perm
Len
Rad
Frc/
Loss
Coef
AIRFLOW INFORMATION
Vent Type:
Vent Value:
Vent Schedule:
Infil Type:
Infil Value:
Infil Schedule:
Vav Airflow:
Vav Sched:
Supply:
Aux Supply:
Room Exhaust:
Rm Exh Sched:
Cooling
None
0.00 cfm
Available (100%)
None
0.00 air changes/hr
Available (100%)
Available (100%)
To be calculated
To be calculated
Area
ft²
0
U Value
Shade
Coef Btu/h·ft²·°F
Heating
None
0.00 cfm
None
0.00 air changes/hr
To be calculated
To be calculated
Available (100%)
Glass
Area/
Amount
Pct
Pct
Sen/ Rm/
Cool Heat
Tmp Tmp
System Description: HP-1
Zone Description: HP-1 Zone
GENERAL INFORMATION
Description
Adj
Temp/
Grnd
Refl
External
Shading
Overhang - None
Internal
Shading
Adj
Temp/
Grnd
Refl
Pct
Pct
Sen/ Rm/
Cool Heat
Tmp Tmp
Pct
Ret/
Perm
Len
Rad
Frc/
Loss
Coef
None
123
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
Alternative - 1 Entered Values - Rooms Page 9 of 26
ENTERED VALUES
ROOM BY ROOM
By WILEYWILSON
Room Description: 118 - Men
System Description: HP-1
Zone Description: HP-1 Zone
GENERAL INFORMATION
PEOPLE
Floor Area: 53 ft²
Flr-Flr Height: 10.0 ft
Plenum Height: 0.0 ft
Height Above Flr:
Slab Cnstr Type: 4* LW Concrete
Room Mass: Time delay based on actual mass
Ceiling R-Value: 1.786 hr·ft²·°F/Btu
Is There Carpet?: YES
Design Clg DB / Drift Point:
75.0 °F / 81.0 °F
Design Htg DB / Drift Point:
70.0 °F / 64.0 °F
50 %
Design Relative Humidity:
Moisture Capacitance:
Medium
Clg Tstat: None
Htg Tstat: None
Floor Multiplier: 1
Room Multiplier: 1
Thermostat Location: Room
Humidistat Location: Room
CO2 Sensor Location: None
Room Type:Conditioned
People Type:
# of People:
People Sensible:
People Latent :
People Schedule:
AIRFLOW INFORMATION
None
0 sq ft/person
250 Btu/h
250 Btu/h
Cooling Only (Design)
Workstation: 1.0 workstation/person
LIGHTS
Lighting Type: Recessed fluorescent, not vented, 80% load
to space
Fixture Type: RECFL-NV
% Load to RA: 20 %
Lighting Schedule: Lights - Low rise office
Lighting Amount: 1.0 W/sq ft
Ballast Factor: 1.0
Vent Type:
Vent Value:
Vent Schedule:
Infil Type:
Infil Value:
Infil Schedule:
Vav Airflow:
Vav Sched:
Supply:
Aux Supply:
Room Exhaust:
Rm Exh Sched:
Cooling
None
0.00 cfm
Available (100%)
None
0.00 air changes/hr
Available (100%)
Available (100%)
To be calculated
To be calculated
Roof - 1
E
Project Name:
Dataset Name:
Area/
Amount
53 ft²
65 ft²
Dir
0
90
Const Type /
Tilt Schedule
90 Pee Dee
0 Pee Dee
U Value
Btu/h·ft²·°F
0.0237
0.0394
214180
C:\Users\slittle\Documents\TRACE 700 Projects\214180 PEEDEE.TRC
Type /
Alpha Energy Type
0.90
0.90
Area
ft²
0
U Value
Shade
Coef Btu/h·ft²·°F
None
0.00 air changes/hr
To be calculated
To be calculated
Available (100%)
Glass
Description
Heating
None
0.00 cfm
External
Shading
Overhang - None
Internal
Shading
Adj
Temp/
Grnd
Refl
Pct
Pct
Sen/ Rm/
Cool Heat
Tmp Tmp
Pct
Ret/
Perm
Len
Rad
Frc/
Loss
Coef
None
124
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
Alternative - 1 Entered Values - Rooms Page 10 of 26
ENTERED VALUES
ROOM BY ROOM
By WILEYWILSON
Room Description: 119 - Break
System Description: HP-1
Zone Description: HP-1 Zone
GENERAL INFORMATION
PEOPLE
Floor Area: 90 ft²
Flr-Flr Height: 10.0 ft
Plenum Height: 0.0 ft
Height Above Flr:
Slab Cnstr Type: 4* LW Concrete
Room Mass: Time delay based on actual mass
Ceiling R-Value: 1.786 hr·ft²·°F/Btu
Is There Carpet?: YES
Design Clg DB / Drift Point:
75.0 °F / 81.0 °F
Design Htg DB / Drift Point:
70.0 °F / 64.0 °F
50 %
Design Relative Humidity:
Moisture Capacitance:
Medium
Clg Tstat: None
Htg Tstat: None
Floor Multiplier: 1
Room Multiplier: 1
Thermostat Location: Room
Humidistat Location: Room
CO2 Sensor Location: None
Room Type:Conditioned
People Type:
# of People:
People Sensible:
People Latent :
People Schedule:
AIRFLOW INFORMATION
Hotel/Motel Lobby
1 People
250 Btu/h
200 Btu/h
People - Low Rise Office
Vent Type:
Vent Value:
Vent Schedule:
Infil Type:
Infil Value:
Infil Schedule:
Vav Airflow:
Vav Sched:
Supply:
Aux Supply:
Room Exhaust:
Rm Exh Sched:
Workstation: 1.0 workstation/person
LIGHTS
Lighting Type: Recessed fluorescent, not vented, 80% load
to space
Fixture Type: RECFL-NV
% Load to RA: 20 %
Lighting Schedule: Lights - Low rise office
Lighting Amount: 1.0 W/sq ft
Ballast Factor: 1.0
Cooling (Peop-based)
Office space
5.00 cfm/person
Available (100%)
None
0.00 air changes/hr
Available (100%)
Available (100%)
To be calculated
To be calculated
Roof - 1
E
N
Opening - 1
Opening - 2
Misc Load 1
Project Name:
Dataset Name:
Area/
Amount
90 ft²
68 ft²
148 ft²
2,000.000 Btuh
Dir
0
90
0
Const Type /
Tilt Schedule
90 Pee Dee
0 Pee Dee
0 Pee Dee
Window
Door
Misc - Low rise office
U Value
Btu/h·ft²·°F
0.0237
0.0394
0.0394
214180
C:\Users\slittle\Documents\TRACE 700 Projects\214180 PEEDEE.TRC
Type /
Alpha Energy Type
0.90
0.90
0.90
90.1 Window Zone 4
90.1 Baseline Swinging
Electricity
Area
ft²
Available (100%)
Std 62.1-2004
Cooling Ez: Custom
Heating Ez: Custom
Er: Default based on system type
U Value
Shade
Coef Btu/h·ft²·°F
0
14
21
None
0.00 air changes/hr
To be calculated
To be calculated
Glass
Description
Heating (Area-based)
Office space
0.06 cfm/sq ft
0.46
0.00
0.40
0.70
External
Shading
Internal
Shading
Overhang - None
None
Overhang - Pee
Overhang - None
None
None
80 %
80 %
Adj
Temp/
Grnd
Refl
Pct
Pct
Sen/ Rm/
Cool Heat
Tmp Tmp
Pct
Ret/
Perm
Len
Rad
Frc/
Loss
Coef
0.00
0.00
100
100
125
0 60.00
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
Alternative - 1 Entered Values - Rooms Page 11 of 26
ENTERED VALUES
ROOM BY ROOM
By WILEYWILSON
Room Description: 101 - Entry
System Description: HP-2
Zone Description: HP-2 Zone
GENERAL INFORMATION
PEOPLE
Floor Area: 105 ft²
Flr-Flr Height: 10.0 ft
Plenum Height: 0.0 ft
Height Above Flr:
Slab Cnstr Type: 4* LW Concrete
Room Mass: Time delay based on actual mass
Ceiling R-Value: 1.786 hr·ft²·°F/Btu
Is There Carpet?: YES
Design Clg DB / Drift Point:
75.0 °F / 81.0 °F
Design Htg DB / Drift Point:
70.0 °F / 64.0 °F
50 %
Design Relative Humidity:
Moisture Capacitance:
Medium
Clg Tstat: None
Htg Tstat: None
Floor Multiplier: 1
Room Multiplier: 1
Thermostat Location: Room
Humidistat Location: Room
CO2 Sensor Location: None
Room Type:Conditioned
People Type:
# of People:
People Sensible:
People Latent :
People Schedule:
AIRFLOW INFORMATION
None
0 sq ft/person
250 Btu/h
250 Btu/h
Cooling Only (Design)
Vent Type:
Vent Value:
Vent Schedule:
Infil Type:
Infil Value:
Infil Schedule:
Vav Airflow:
Vav Sched:
Supply:
Aux Supply:
Room Exhaust:
Rm Exh Sched:
Workstation: 1.0 workstation/person
LIGHTS
Lighting Type: Recessed fluorescent, not vented, 80% load
to space
Fixture Type: RECFL-NV
% Load to RA: 20 %
Lighting Schedule: Lights - Low rise office
Lighting Amount: 1.0 W/sq ft
Ballast Factor: 1.0
Cooling (Peop-based)
Corridors
0.00 cfm/person
Available (100%)
None
0.00 air changes/hr
Available (100%)
Available (100%)
To be calculated
To be calculated
Roof - 1
S
Opening - 1
Floor - 1
Project Name:
Dataset Name:
Area/
Amount
105 ft²
105 ft²
Dir
0
180
Const Type /
Tilt Schedule
90 Pee Dee
0 Pee Dee
Window
U Value
Btu/h·ft²·°F
0.0237
0.0394
Type /
Alpha Energy Type
0.90
0.90
90.1 Window Zone 4
Area
ft²
Available (100%)
Std 62.1-2004
Cooling Ez: Custom
Heating Ez: Custom
Er: Default based on system type
U Value
Shade
Coef Btu/h·ft²·°F
0
42
None
0.00 air changes/hr
To be calculated
To be calculated
Glass
Description
Heating (Area-based)
Corridors
0.06 cfm/sq ft
0.46
0.40
External
Shading
Internal
Shading
Overhang - None
None
Overhang - Pee
None
80 %
80 %
Adj
Temp/
Grnd
Refl
Pct
Pct
Sen/ Rm/
Cool Heat
Tmp Tmp
Pct
Ret/
Perm
Len
0.00
11
214180
C:\Users\slittle\Documents\TRACE 700 Projects\214180 PEEDEE.TRC
Rad
Frc/
Loss
Coef
126
0.00
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
Alternative - 1 Entered Values - Rooms Page 12 of 26
ENTERED VALUES
ROOM BY ROOM
By WILEYWILSON
Room Description: 102 - Multi-Use Exhibit
PEOPLE
Floor Area: 610 ft²
Flr-Flr Height: 10.0 ft
Plenum Height: 0.0 ft
Height Above Flr:
Slab Cnstr Type: 4* LW Concrete
Room Mass: Time delay based on actual mass
Ceiling R-Value: 1.786 hr·ft²·°F/Btu
Is There Carpet?: YES
Design Clg DB / Drift Point:
75.0 °F / 81.0 °F
Design Htg DB / Drift Point:
70.0 °F / 64.0 °F
50 %
Design Relative Humidity:
Moisture Capacitance:
Medium
Clg Tstat: None
Htg Tstat: None
Floor Multiplier: 1
Room Multiplier: 1
Thermostat Location: Room
Humidistat Location: Room
CO2 Sensor Location: None
Room Type:Conditioned
System Description: HP-2
Zone Description: HP-2 Zone
GENERAL INFORMATION
People Type:
# of People:
People Sensible:
People Latent :
People Schedule:
AIRFLOW INFORMATION
Hotel/Motel Lobby
16 People
250 Btu/h
200 Btu/h
People - Pee Dee WW
Vent Type:
Vent Value:
Vent Schedule:
Infil Type:
Infil Value:
Infil Schedule:
Vav Airflow:
Vav Sched:
Supply:
Aux Supply:
Room Exhaust:
Rm Exh Sched:
Workstation: 1.0 workstation/person
LIGHTS
Lighting Type: Recessed fluorescent, not vented, 80% load
to space
Fixture Type: RECFL-NV
% Load to RA: 20 %
Lighting Schedule: Lights - Low rise office
Lighting Amount: 1.5 W/sq ft
Ballast Factor: 1.0
Cooling (Peop-based)
Museums/ galleries
7.50 cfm/person
Available (100%)
None
0.00 air changes/hr
Available (100%)
Available (100%)
To be calculated
To be calculated
Roof - 1
W
S
Opening - 1
Opening - 2
E
Opening - 1
Opening - 2
N
Misc Load 1
Project Name:
Dataset Name:
Area/
Amount
610 ft²
38 ft²
260 ft²
238 ft²
138 ft²
0.500 W/sq ft
Dir
0
270
180
90
0
Const Type /
Tilt Schedule
90 Pee Dee
0 Pee Dee
0 Pee Dee
Window
Window
0 Pee Dee
Window
Door
0 Pee Dee
Misc - Low rise office
U Value
Btu/h·ft²·°F
0.0237
0.0394
0.0394
0.0394
0.0394
214180
C:\Users\slittle\Documents\TRACE 700 Projects\214180 PEEDEE.TRC
Type /
Alpha Energy Type
0.90
0.90
0.90
90.1 Window Zone 4
90.1 Window Zone 4
0.90
90.1 Window Zone 4
90.1 Baseline Swinging
0.90
Electricity
Area
ft²
None
0.00 air changes/hr
To be calculated
To be calculated
Available (100%)
Std 62.1-2004
Cooling Ez: Custom
Heating Ez: Custom
Er: Default based on system type
Glass
Description
Heating (Area-based)
Museums/ galleries
0.06 cfm/sq ft
U Value
Shade
Coef Btu/h·ft²·°F
0
External
Shading
Internal
Shading
Overhang - None
None
80 %
80 %
Adj
Temp/
Grnd
Refl
28
3
0.46
0.46
0.40
0.40
Overhang - Pee
Overhang - None
None
None
0.00
0.00
14
21
0.46
0.00
0.40
0.70
Overhang - None
Overhang - None
None
None
0.00
0.00
Pct
Pct
Sen/ Rm/
Cool Heat
Tmp Tmp
100
100
127
Pct
Ret/
Perm
Len
Rad
Frc/
Loss
Coef
0 60.00
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
Alternative - 1 Entered Values - Rooms Page 13 of 26
ENTERED VALUES
ROOM BY ROOM
By WILEYWILSON
Room Description: 103 - Hall
System Description: System 4
Zone Description: Zone - 1
GENERAL INFORMATION
PEOPLE
Floor Area: 86 ft²
Flr-Flr Height: 10.0 ft
Plenum Height: 0.0 ft
Height Above Flr:
Slab Cnstr Type: 4* LW Concrete
Room Mass: Time delay based on actual mass
Ceiling R-Value: 1.786 hr·ft²·°F/Btu
Is There Carpet?: YES
Design Clg DB / Drift Point:
75.0 °F / 81.0 °F
Design Htg DB / Drift Point:
70.0 °F / 64.0 °F
50 %
Design Relative Humidity:
Moisture Capacitance:
Medium
Clg Tstat: None
Htg Tstat: None
Floor Multiplier: 1
Room Multiplier: 1
Thermostat Location: Room
Humidistat Location: Room
CO2 Sensor Location: None
Room Type:Conditioned
People Type:
# of People:
People Sensible:
People Latent :
People Schedule:
AIRFLOW INFORMATION
None
0 sq ft/person
250 Btu/h
250 Btu/h
Cooling Only (Design)
Vent Type:
Vent Value:
Vent Schedule:
Infil Type:
Infil Value:
Infil Schedule:
Vav Airflow:
Vav Sched:
Supply:
Aux Supply:
Room Exhaust:
Rm Exh Sched:
Workstation: 1.0 workstation/person
LIGHTS
Lighting Type: Recessed fluorescent, not vented, 80% load
to space
Fixture Type: RECFL-NV
% Load to RA: 20 %
Lighting Schedule: Lights - Low rise office
Lighting Amount: 1.0 W/sq ft
Ballast Factor: 1.0
Cooling
Corridors
5.20 cfm
Available (100%)
None
0.00 air changes/hr
Available (100%)
Available (100%)
To be calculated
To be calculated
Roof - 1
Area/
Amount
86 ft²
U Value
Btu/h·ft²·°F
Const Type /
Tilt Schedule
Dir
0
90 90.1-07 Min Roof Nonres
Room Description: 104 - Reception
0.0476
Available (100%)
Area
ft²
U Value
Shade
Coef Btu/h·ft²·°F
0
External
Shading
Internal
Shading
Overhang - None
Floor Multiplier: 1
Room Multiplier: 1
People Type:
# of People:
People Sensible:
People Latent :
People Schedule:
Area/
Amount
104 ft²
Roof - 1
S
203 ft²
Opening - 1
E
38 ft²
Misc Load 1 250.000 Watts/workstation
Project Name:
Dataset Name:
Dir
General Office Space
1 People
250 Btu/h
200 Btu/h
People - Lowrise Bldg
Vent Type:
Vent Value:
Vent Schedule:
Infil Type:
Infil Value:
Infil Schedule:
Vav Airflow:
Vav Sched:
Supply:
Aux Supply:
Room Exhaust:
Rm Exh Sched:
Workstation: 1.0 workstation/person
LIGHTS
Lighting Type: Recessed fluorescent, not vented, 80% load
to space
Fixture Type: RECFL-NV
% Load to RA: 20 %
Lighting Schedule: Lights - Low rise office
Lighting Amount: 1.0 W/sq ft
Ballast Factor: 1.0
0
180
90
Const Type /
Tilt Schedule
90 90.1-07 Min Roof Nonres
0 90.1-07 Min Wall Nonres
Window
0 90.1-07 Min Wall Nonres
Misc - Low rise office
U Value
Btu/h·ft²·°F
0.0476
0.0646
0.0646
214180
C:\Users\slittle\Documents\TRACE 700 Projects\214180 PEEDEE.TRC
Type /
Alpha Energy Type
0.70
0.90
90.1 Window Zone 4
0.90
Electricity
Pct
Ret/
Perm
Len
Rad
Frc/
Loss
Coef
AIRFLOW INFORMATION
Cooling
Office space
11.20 cfm
Available (100%)
None
0.00 air changes/hr
Available (100%)
Available (100%)
To be calculated
To be calculated
Area
ft²
U Value
Shade
Coef Btu/h·ft²·°F
0
28
0.46
0.40
Heating
Office space
11.20 cfm
None
0.00 air changes/hr
To be calculated
To be calculated
Available (100%)
Glass
Description
Pct
Pct
Sen/ Rm/
Cool Heat
Tmp Tmp
System Description: System 4
PEOPLE
Floor Area: 104 ft²
Flr-Flr Height: 10.0 ft
Plenum Height: 0.0 ft
Height Above Flr:
Slab Cnstr Type: 4* LW Concrete
Room Mass: Time delay based on actual mass
Ceiling R-Value: 1.786 hr·ft²·°F/Btu
Is There Carpet?: YES
Design Clg DB / Drift Point:
75.0 °F / 81.0 °F
Design Htg DB / Drift Point:
70.0 °F / 64.0 °F
50 %
Design Relative Humidity:
Moisture Capacitance:
Medium
Clg Tstat: None
Htg Tstat: None
Adj
Temp/
Grnd
Refl
None
Zone Description: Zone - 1
GENERAL INFORMATION
Thermostat Location: Room
Humidistat Location: Room
CO2 Sensor Location: None
Room Type:Conditioned
Type /
Alpha Energy Type
0.70
None
0.00 air changes/hr
To be calculated
To be calculated
Glass
Description
Heating
Corridors
5.20 cfm
External
Shading
Internal
Shading
Overhang - None
None
Overhang - None
None
Adj
Temp/
Grnd
Refl
Pct
Pct
Sen/ Rm/
Cool Heat
Tmp Tmp
Pct
Ret/
Perm
Len
Rad
Frc/
Loss
Coef
0.00
100
100
128
0 60.00
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
Alternative - 2 Entered Values - Rooms Page 14 of 26
ENTERED VALUES
ROOM BY ROOM
By WILEYWILSON
Room Description: 105 - Storage
System Description: System 4
Zone Description: Zone - 1
GENERAL INFORMATION
PEOPLE
Floor Area: 33 ft²
Flr-Flr Height: 10.0 ft
Plenum Height: 0.0 ft
Height Above Flr:
Slab Cnstr Type: 4* LW Concrete
Room Mass: Time delay based on actual mass
Ceiling R-Value: 1.786 hr·ft²·°F/Btu
Is There Carpet?: YES
Design Clg DB / Drift Point:
75.0 °F / 81.0 °F
Design Htg DB / Drift Point:
70.0 °F / 64.0 °F
50 %
Design Relative Humidity:
Moisture Capacitance:
Medium
Clg Tstat: None
Htg Tstat: None
Floor Multiplier: 1
Room Multiplier: 1
Thermostat Location: Room
Humidistat Location: Room
CO2 Sensor Location: None
Room Type:Conditioned
People Type:
# of People:
People Sensible:
People Latent :
People Schedule:
AIRFLOW INFORMATION
None
0 sq ft/person
250 Btu/h
250 Btu/h
Cooling Only (Design)
Workstation: 1.0 workstation/person
LIGHTS
Lighting Type: Recessed fluorescent, not vented, 80% load
to space
Fixture Type: RECFL-NV
% Load to RA: 20 %
Lighting Schedule: Lights - Low rise office
Lighting Amount: 1.0 W/sq ft
Ballast Factor: 1.0
Vent Type:
Vent Value:
Vent Schedule:
Infil Type:
Infil Value:
Infil Schedule:
Vav Airflow:
Vav Sched:
Supply:
Aux Supply:
Room Exhaust:
Rm Exh Sched:
Cooling
Heating
Occupiable storage rooms for dryOccupiable
materia
storage rooms for dry materia
0.00 cfm
2.00 cfm
Available (100%)
None
None
0.00 air changes/hr
0.00 air changes/hr
Available (100%)
Available (100%)
To be calculated
To be calculated
To be calculated
To be calculated
Available (100%)
Glass
Description
Roof - 1
S
W
Area/
Amount
33 ft²
53 ft²
65 ft²
U Value
Btu/h·ft²·°F
Dir
Const Type /
Tilt Schedule
0
180
270
90 90.1-07 Min Roof Nonres
0 90.1-07 Min Wall Nonres
0 90.1-07 Min Wall Nonres
Room Description: 106 - IT Room
0.0476
0.0646
0.0646
Area
ft²
U Value
Shade
Coef Btu/h·ft²·°F
0
External
Shading
Internal
Shading
Overhang - None
Floor Multiplier: 1
Room Multiplier: 1
People Type:
# of People:
People Sensible:
People Latent :
People Schedule:
Area/
Amount
Roof - 1
W
Misc Load 1
32 ft²
63 ft²
1.000 kW
Project Name:
Dataset Name:
Dir
None
0 sq ft/person
250 Btu/h
250 Btu/h
Cooling Only (Design)
Workstation: 1.0 workstation/person
LIGHTS
Lighting Type: Recessed fluorescent, not vented, 80% load
to space
Fixture Type: RECFL-NV
% Load to RA: 20 %
Lighting Schedule: Lights - Low rise office
Lighting Amount: 1.0 W/sq ft
Ballast Factor: 1.0
0
270
Const Type /
Tilt Schedule
90 90.1-07 Min Roof Nonres
0 90.1-07 Min Wall Nonres
Misc - Low rise office
U Value
Btu/h·ft²·°F
0.0476
0.0646
214180
C:\Users\slittle\Documents\TRACE 700 Projects\214180 PEEDEE.TRC
Type /
Alpha Energy Type
0.70
0.90
Electricity
Rad
Frc/
Loss
Coef
AIRFLOW INFORMATION
Vent Type:
Vent Value:
Vent Schedule:
Infil Type:
Infil Value:
Infil Schedule:
Vav Airflow:
Vav Sched:
Supply:
Aux Supply:
Room Exhaust:
Rm Exh Sched:
Cooling
Heating
Occupiable storage rooms for dryOccupiable
materia
storage rooms for dry materia
0.00 cfm
1.90 cfm
Available (100%)
None
None
0.00 air changes/hr
0.00 air changes/hr
Available (100%)
Available (100%)
To be calculated
To be calculated
To be calculated
To be calculated
Available (100%)
Glass
Description
Pct
Ret/
Perm
Len
System Description: System 4
PEOPLE
Floor Area: 32 ft²
Flr-Flr Height: 10.0 ft
Plenum Height: 0.0 ft
Height Above Flr:
Slab Cnstr Type: 4* LW Concrete
Room Mass: Time delay based on actual mass
Ceiling R-Value: 1.786 hr·ft²·°F/Btu
Is There Carpet?: YES
Design Clg DB / Drift Point:
75.0 °F / 81.0 °F
Design Htg DB / Drift Point:
70.0 °F / 64.0 °F
50 %
Design Relative Humidity:
Moisture Capacitance:
Medium
Clg Tstat: None
Htg Tstat: None
Pct
Pct
Sen/ Rm/
Cool Heat
Tmp Tmp
None
Zone Description: Zone - 1
GENERAL INFORMATION
Thermostat Location: Room
Humidistat Location: Room
CO2 Sensor Location: None
Room Type:Conditioned
Type /
Alpha Energy Type
0.70
0.90
0.90
Adj
Temp/
Grnd
Refl
Area
ft²
0
U Value
Shade
Coef Btu/h·ft²·°F
External
Shading
Overhang - None
Internal
Shading
Adj
Temp/
Grnd
Refl
Pct
Pct
Sen/ Rm/
Cool Heat
Tmp Tmp
Pct
Ret/
Perm
Len
Rad
Frc/
Loss
Coef
None
100
100
129
0 60.00
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
Alternative - 2 Entered Values - Rooms Page 15 of 26
ENTERED VALUES
ROOM BY ROOM
By WILEYWILSON
Room Description: 107 - LE Office
System Description: System 4
Zone Description: Zone - 1
GENERAL INFORMATION
PEOPLE
Floor Area: 114 ft²
Flr-Flr Height: 10.0 ft
Plenum Height: 0.0 ft
Height Above Flr:
Slab Cnstr Type: 4* LW Concrete
Room Mass: Time delay based on actual mass
Ceiling R-Value: 1.786 hr·ft²·°F/Btu
Is There Carpet?: YES
Design Clg DB / Drift Point:
75.0 °F / 81.0 °F
Design Htg DB / Drift Point:
70.0 °F / 64.0 °F
50 %
Design Relative Humidity:
Moisture Capacitance:
Medium
Clg Tstat: None
Htg Tstat: None
Floor Multiplier: 1
Room Multiplier: 1
Thermostat Location: Room
Humidistat Location: Room
CO2 Sensor Location: None
Room Type:Conditioned
People Type:
# of People:
People Sensible:
People Latent :
People Schedule:
AIRFLOW INFORMATION
General Office Space
1 People
250 Btu/h
200 Btu/h
People - Lowrise Bldg
Vent Type:
Vent Value:
Vent Schedule:
Infil Type:
Infil Value:
Infil Schedule:
Vav Airflow:
Vav Sched:
Supply:
Aux Supply:
Room Exhaust:
Rm Exh Sched:
Workstation: 1.0 workstation/person
LIGHTS
Lighting Type: Recessed fluorescent, not vented, 80% load
to space
Fixture Type: RECFL-NV
% Load to RA: 20 %
Lighting Schedule: Lights - Low rise office
Lighting Amount: 1.0 W/sq ft
Ballast Factor: 1.0
Cooling
Office space
11.80 cfm
Available (100%)
None
0.00 air changes/hr
Available (100%)
Available (100%)
To be calculated
To be calculated
Area/
Amount
114 ft²
Roof - 1
W
90 ft²
Opening - 1
N
138 ft²
Opening - 1
Misc Load 1 250.000 Watts/workstation
Project Name:
Dataset Name:
Dir
0
270
0
Const Type /
Tilt Schedule
90 90.1-07 Min Roof Nonres
0 90.1-07 Min Wall Nonres
Window
0 90.1-07 Min Wall Nonres
Window
Misc - Low rise office
U Value
Btu/h·ft²·°F
0.0476
0.0646
0.0646
214180
C:\Users\slittle\Documents\TRACE 700 Projects\214180 PEEDEE.TRC
Type /
Alpha Energy Type
0.70
0.90
90.1 Window Zone 4
0.90
90.1 Window Zone 4
Electricity
Area
ft²
U Value
Shade
Coef Btu/h·ft²·°F
0
None
0.00 air changes/hr
To be calculated
To be calculated
Available (100%)
Glass
Description
Heating
Office space
11.80 cfm
External
Shading
Internal
Shading
Overhang - None
None
Adj
Temp/
Grnd
Refl
14
0.46
0.40
Overhang - None
None
0.00
14
0.46
0.40
Overhang - None
None
0.00
Pct
Pct
Sen/ Rm/
Cool Heat
Tmp Tmp
100
100
130
Pct
Ret/
Perm
Len
Rad
Frc/
Loss
Coef
0 60.00
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
Alternative - 2 Entered Values - Rooms Page 16 of 26
ENTERED VALUES
ROOM BY ROOM
By WILEYWILSON
Room Description: 108 - Closet
System Description: System 4
Zone Description: Zone - 1
GENERAL INFORMATION
PEOPLE
Floor Area: 13 ft²
Flr-Flr Height: 10.0 ft
Plenum Height: 0.0 ft
Height Above Flr:
Slab Cnstr Type: 4* LW Concrete
Room Mass: Time delay based on actual mass
Ceiling R-Value: 1.786 hr·ft²·°F/Btu
Is There Carpet?: YES
Design Clg DB / Drift Point:
75.0 °F / 81.0 °F
Design Htg DB / Drift Point:
70.0 °F / 64.0 °F
50 %
Design Relative Humidity:
Moisture Capacitance:
Medium
Clg Tstat: None
Htg Tstat: None
Floor Multiplier: 1
Room Multiplier: 1
Thermostat Location: Room
Humidistat Location: Room
CO2 Sensor Location: None
Room Type:Conditioned
People Type:
# of People:
People Sensible:
People Latent :
People Schedule:
AIRFLOW INFORMATION
None
0 sq ft/person
250 Btu/h
250 Btu/h
Cooling Only (Design)
Workstation: 1.0 workstation/person
LIGHTS
Lighting Type: Recessed fluorescent, not vented, 80% load
to space
Fixture Type: RECFL-NV
% Load to RA: 20 %
Lighting Schedule: Lights - Low rise office
Lighting Amount: 1.0 W/sq ft
Ballast Factor: 1.0
Vent Type:
Vent Value:
Vent Schedule:
Infil Type:
Infil Value:
Infil Schedule:
Vav Airflow:
Vav Sched:
Supply:
Aux Supply:
Room Exhaust:
Rm Exh Sched:
Cooling
Heating
Occupiable storage rooms for dryOccupiable
materia
storage rooms for dry materia
0.00 cfm
0.80 cfm
Available (100%)
None
None
0.00 air changes/hr
0.00 air changes/hr
Available (100%)
Available (100%)
To be calculated
To be calculated
To be calculated
To be calculated
Available (100%)
Glass
Description
Roof - 1
W
Area/
Amount
13 ft²
25 ft²
U Value
Btu/h·ft²·°F
Dir
Const Type /
Tilt Schedule
0
270
90 90.1-07 Min Roof Nonres
0 90.1-07 Min Wall Nonres
Room Description: 109 - Secure Storage
0.0476
0.0646
Area
ft²
U Value
Shade
Coef Btu/h·ft²·°F
0
External
Shading
Overhang - None
Floor Multiplier: 1
Room Multiplier: 1
People Type:
# of People:
People Sensible:
People Latent :
People Schedule:
Roof - 1
Project Name:
Dataset Name:
Area/
Amount
65 ft²
Dir
None
0 sq ft/person
250 Btu/h
250 Btu/h
Cooling Only (Design)
LIGHTS
Lighting Type: Recessed fluorescent, not vented, 80% load
to space
Fixture Type: RECFL-NV
% Load to RA: 20 %
Lighting Schedule: Lights - Low rise office
Lighting Amount: 1.0 W/sq ft
Ballast Factor: 1.0
0
90 90.1-07 Min Roof Nonres
U Value
Btu/h·ft²·°F
0.0476
214180
C:\Users\slittle\Documents\TRACE 700 Projects\214180 PEEDEE.TRC
Type /
Alpha Energy Type
0.70
Rad
Frc/
Loss
Coef
AIRFLOW INFORMATION
Workstation: 1.0 workstation/person
Const Type /
Tilt Schedule
Pct
Ret/
Perm
Len
None
Vent Type:
Vent Value:
Vent Schedule:
Infil Type:
Infil Value:
Infil Schedule:
Vav Airflow:
Vav Sched:
Supply:
Aux Supply:
Room Exhaust:
Rm Exh Sched:
Cooling
Heating
Occupiable storage rooms for dryOccupiable
materia
storage rooms for dry materia
0.00 cfm
3.90 cfm
Available (100%)
None
None
0.00 air changes/hr
0.00 air changes/hr
Available (100%)
Available (100%)
To be calculated
To be calculated
To be calculated
To be calculated
Available (100%)
Glass
Description
Pct
Pct
Sen/ Rm/
Cool Heat
Tmp Tmp
System Description: System 4
PEOPLE
Floor Area: 65 ft²
Flr-Flr Height: 10.0 ft
Plenum Height: 0.0 ft
Height Above Flr:
Slab Cnstr Type: 4* LW Concrete
Room Mass: Time delay based on actual mass
Ceiling R-Value: 1.786 hr·ft²·°F/Btu
Is There Carpet?: YES
Design Clg DB / Drift Point:
75.0 °F / 81.0 °F
Design Htg DB / Drift Point:
70.0 °F / 64.0 °F
50 %
Design Relative Humidity:
Moisture Capacitance:
Medium
Clg Tstat: None
Htg Tstat: None
Internal
Shading
Zone Description: Zone - 1
GENERAL INFORMATION
Thermostat Location: Room
Humidistat Location: Room
CO2 Sensor Location: None
Room Type:Conditioned
Type /
Alpha Energy Type
0.70
0.90
Adj
Temp/
Grnd
Refl
Area
ft²
0
U Value
Shade
Coef Btu/h·ft²·°F
External
Shading
Overhang - None
Internal
Shading
Adj
Temp/
Grnd
Refl
Pct
Pct
Sen/ Rm/
Cool Heat
Tmp Tmp
Pct
Ret/
Perm
Len
Rad
Frc/
Loss
Coef
None
131
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
Alternative - 2 Entered Values - Rooms Page 17 of 26
ENTERED VALUES
ROOM BY ROOM
By WILEYWILSON
Room Description: 110 - Work
System Description: System 4
Zone Description: Zone - 1
GENERAL INFORMATION
PEOPLE
Floor Area: 125 ft²
Flr-Flr Height: 10.0 ft
Plenum Height: 0.0 ft
Height Above Flr:
Slab Cnstr Type: 4* LW Concrete
Room Mass: Time delay based on actual mass
Ceiling R-Value: 1.786 hr·ft²·°F/Btu
Is There Carpet?: YES
Design Clg DB / Drift Point:
75.0 °F / 81.0 °F
Design Htg DB / Drift Point:
70.0 °F / 64.0 °F
50 %
Design Relative Humidity:
Moisture Capacitance:
Medium
Clg Tstat: None
Htg Tstat: None
Floor Multiplier: 1
Room Multiplier: 1
Thermostat Location: Room
Humidistat Location: Room
CO2 Sensor Location: None
Room Type:Conditioned
People Type:
# of People:
People Sensible:
People Latent :
People Schedule:
AIRFLOW INFORMATION
General Office Space
1 People
250 Btu/h
200 Btu/h
People - Lowrise Bldg
Workstation: 1.0 workstation/person
LIGHTS
Lighting Type: Recessed fluorescent, not vented, 80% load
to space
Fixture Type: RECFL-NV
% Load to RA: 20 %
Lighting Schedule: Lights - Low rise office
Lighting Amount: 1.0 W/sq ft
Ballast Factor: 1.0
Vent Type:
Vent Value:
Vent Schedule:
Infil Type:
Infil Value:
Infil Schedule:
Vav Airflow:
Vav Sched:
Supply:
Aux Supply:
Room Exhaust:
Rm Exh Sched:
Cooling
Office space
12.50 cfm
Available (100%)
None
0.00 air changes/hr
Available (100%)
Available (100%)
To be calculated
To be calculated
Area/
Amount
125 ft²
Roof - 1
Misc Load 1 250.000 Watts/workstation
U Value
Btu/h·ft²·°F
Const Type /
Tilt Schedule
Dir
0
90 90.1-07 Min Roof Nonres
Misc - Low rise office
Room Description: 111 - Hall
0.0476
Type /
Alpha Energy Type
0.70
Electricity
Area
ft²
U Value
Shade
Coef Btu/h·ft²·°F
0
Available (100%)
External
Shading
Internal
Shading
Overhang - None
Floor Multiplier: 1
Room Multiplier: 1
Thermostat Location: Room
Humidistat Location: Room
CO2 Sensor Location: None
Room Type:Conditioned
People Type:
# of People:
People Sensible:
People Latent :
People Schedule:
Roof - 1
Project Name:
Dataset Name:
Area/
Amount
146 ft²
Dir
None
0 sq ft/person
250 Btu/h
250 Btu/h
Cooling Only (Design)
LIGHTS
Lighting Type: Recessed fluorescent, not vented, 80% load
to space
Fixture Type: RECFL-NV
% Load to RA: 20 %
Lighting Schedule: Lights - Low rise office
Lighting Amount: 1.0 W/sq ft
Ballast Factor: 1.0
0
90 90.1-07 Min Roof Nonres
U Value
Btu/h·ft²·°F
0.0476
214180
C:\Users\slittle\Documents\TRACE 700 Projects\214180 PEEDEE.TRC
Type /
Alpha Energy Type
0.70
Rad
Frc/
Loss
Coef
100
0 60.00
System Description: System 4
Workstation: 1.0 workstation/person
Const Type /
Tilt Schedule
Pct
Ret/
Perm
Len
AIRFLOW INFORMATION
Vent Type:
Vent Value:
Vent Schedule:
Infil Type:
Infil Value:
Infil Schedule:
Vav Airflow:
Vav Sched:
Supply:
Aux Supply:
Room Exhaust:
Rm Exh Sched:
Cooling
Corridors
8.80 cfm
Available (100%)
None
0.00 air changes/hr
Available (100%)
Available (100%)
To be calculated
To be calculated
Area
ft²
0
U Value
Shade
Coef Btu/h·ft²·°F
Heating
Corridors
8.80 cfm
None
0.00 air changes/hr
To be calculated
To be calculated
Available (100%)
Glass
Description
Pct
Pct
Sen/ Rm/
Cool Heat
Tmp Tmp
100
PEOPLE
Floor Area: 146 ft²
Flr-Flr Height: 10.0 ft
Plenum Height: 0.0 ft
Height Above Flr:
Slab Cnstr Type: 4* LW Concrete
Room Mass: Time delay based on actual mass
Ceiling R-Value: 1.786 hr·ft²·°F/Btu
Is There Carpet?: YES
Design Clg DB / Drift Point:
75.0 °F / 81.0 °F
Design Htg DB / Drift Point:
70.0 °F / 64.0 °F
50 %
Design Relative Humidity:
Moisture Capacitance:
Medium
Clg Tstat: None
Htg Tstat: None
Adj
Temp/
Grnd
Refl
None
Zone Description: Zone - 1
GENERAL INFORMATION
None
0.00 air changes/hr
To be calculated
To be calculated
Glass
Description
Heating
Office space
12.50 cfm
External
Shading
Overhang - None
Internal
Shading
Adj
Temp/
Grnd
Refl
Pct
Pct
Sen/ Rm/
Cool Heat
Tmp Tmp
Pct
Ret/
Perm
Len
Rad
Frc/
Loss
Coef
None
132
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
Alternative - 2 Entered Values - Rooms Page 18 of 26
ENTERED VALUES
ROOM BY ROOM
By WILEYWILSON
Room Description: 112 - Mech
System Description: System 4
Zone Description: Zone - 1
GENERAL INFORMATION
PEOPLE
Floor Area: 25 ft²
Flr-Flr Height: 10.0 ft
Plenum Height: 0.0 ft
Height Above Flr:
Slab Cnstr Type: 4* LW Concrete
Room Mass: Time delay based on actual mass
Ceiling R-Value: 1.786 hr·ft²·°F/Btu
Is There Carpet?: YES
Design Clg DB / Drift Point:
75.0 °F / 81.0 °F
Design Htg DB / Drift Point:
70.0 °F / 64.0 °F
50 %
Design Relative Humidity:
Moisture Capacitance:
Medium
Clg Tstat: None
Htg Tstat: None
Floor Multiplier: 1
Room Multiplier: 1
Thermostat Location: Room
Humidistat Location: Room
CO2 Sensor Location: None
Room Type:Conditioned
People Type:
# of People:
People Sensible:
People Latent :
People Schedule:
AIRFLOW INFORMATION
None
0 sq ft/person
250 Btu/h
250 Btu/h
Cooling Only (Design)
Workstation: 1.0 workstation/person
LIGHTS
Lighting Type: Recessed fluorescent, not vented, 80% load
to space
Fixture Type: RECFL-NV
% Load to RA: 20 %
Lighting Schedule: Lights - Low rise office
Lighting Amount: 1.0 W/sq ft
Ballast Factor: 1.0
Vent Type:
Vent Value:
Vent Schedule:
Infil Type:
Infil Value:
Infil Schedule:
Vav Airflow:
Vav Sched:
Supply:
Aux Supply:
Room Exhaust:
Rm Exh Sched:
Cooling
Heating
Occupiable storage rooms for dryOccupiable
materia
storage rooms for dry materia
0.00 cfm
1.50 cfm
Available (100%)
None
None
0.00 air changes/hr
0.00 air changes/hr
Available (100%)
Available (100%)
To be calculated
To be calculated
To be calculated
To be calculated
Available (100%)
Glass
Description
Roof - 1
W
Project Name:
Dataset Name:
Area/
Amount
25 ft²
55 ft²
Dir
Const Type /
Tilt Schedule
0
270
90 90.1-07 Min Roof Nonres
0 90.1-07 Min Wall Nonres
U Value
Btu/h·ft²·°F
0.0476
0.0646
214180
C:\Users\slittle\Documents\TRACE 700 Projects\214180 PEEDEE.TRC
Type /
Alpha Energy Type
0.70
0.90
Area
ft²
0
U Value
Shade
Coef Btu/h·ft²·°F
External
Shading
Overhang - None
Internal
Shading
Adj
Temp/
Grnd
Refl
Pct
Pct
Sen/ Rm/
Cool Heat
Tmp Tmp
Pct
Ret/
Perm
Len
Rad
Frc/
Loss
Coef
None
133
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
Alternative - 2 Entered Values - Rooms Page 19 of 26
ENTERED VALUES
ROOM BY ROOM
By WILEYWILSON
Room Description: 113 - PM Office
System Description: System 4
Zone Description: Zone - 1
GENERAL INFORMATION
PEOPLE
Floor Area: 132 ft²
Flr-Flr Height: 10.0 ft
Plenum Height: 0.0 ft
Height Above Flr:
Slab Cnstr Type: 4* LW Concrete
Room Mass: Time delay based on actual mass
Ceiling R-Value: 1.786 hr·ft²·°F/Btu
Is There Carpet?: YES
Design Clg DB / Drift Point:
75.0 °F / 81.0 °F
Design Htg DB / Drift Point:
70.0 °F / 64.0 °F
50 %
Design Relative Humidity:
Moisture Capacitance:
Medium
Clg Tstat: None
Htg Tstat: None
Floor Multiplier: 1
Room Multiplier: 1
Thermostat Location: Room
Humidistat Location: Room
CO2 Sensor Location: None
Room Type:Conditioned
People Type:
# of People:
People Sensible:
People Latent :
People Schedule:
AIRFLOW INFORMATION
General Office Space
1 People
250 Btu/h
200 Btu/h
People - Lowrise Bldg
Vent Type:
Vent Value:
Vent Schedule:
Infil Type:
Infil Value:
Infil Schedule:
Vav Airflow:
Vav Sched:
Supply:
Aux Supply:
Room Exhaust:
Rm Exh Sched:
Workstation: 1.0 workstation/person
LIGHTS
Lighting Type: Recessed fluorescent, not vented, 80% load
to space
Fixture Type: RECFL-NV
% Load to RA: 20 %
Lighting Schedule: Lights - Low rise office
Lighting Amount: 1.0 W/sq ft
Ballast Factor: 1.0
Cooling
Office space
12.90 cfm
Available (100%)
None
0.00 air changes/hr
Available (100%)
Available (100%)
To be calculated
To be calculated
Area/
Amount
132 ft²
Roof - 1
N
105 ft²
Opening - 1
W
95 ft²
Opening - 1
Misc Load 1 250.000 Watts/workstation
Project Name:
Dataset Name:
Dir
0
0
270
Const Type /
Tilt Schedule
90 90.1-07 Min Roof Nonres
0 90.1-07 Min Wall Nonres
Window
0 90.1-07 Min Wall Nonres
Window
Misc - Low rise office
U Value
Btu/h·ft²·°F
0.0476
0.0646
0.0646
214180
C:\Users\slittle\Documents\TRACE 700 Projects\214180 PEEDEE.TRC
Type /
Alpha Energy Type
0.70
0.90
90.1 Window Zone 4
0.90
90.1 Window Zone 4
Electricity
Area
ft²
U Value
Shade
Coef Btu/h·ft²·°F
0
None
0.00 air changes/hr
To be calculated
To be calculated
Available (100%)
Glass
Description
Heating
Office space
12.90 cfm
External
Shading
Internal
Shading
Overhang - None
None
Adj
Temp/
Grnd
Refl
14
0.46
0.40
Overhang - None
None
0.00
14
0.46
0.40
Overhang - None
None
0.00
Pct
Pct
Sen/ Rm/
Cool Heat
Tmp Tmp
100
100
134
Pct
Ret/
Perm
Len
Rad
Frc/
Loss
Coef
0 60.00
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
Alternative - 2 Entered Values - Rooms Page 20 of 26
ENTERED VALUES
ROOM BY ROOM
By WILEYWILSON
Room Description: 114 - Closet
System Description: System 4
Zone Description: Zone - 1
GENERAL INFORMATION
PEOPLE
Floor Area: 11 ft²
Flr-Flr Height: 10.0 ft
Plenum Height: 0.0 ft
Height Above Flr:
Slab Cnstr Type: 4* LW Concrete
Room Mass: Time delay based on actual mass
Ceiling R-Value: 1.786 hr·ft²·°F/Btu
Is There Carpet?: YES
Design Clg DB / Drift Point:
75.0 °F / 81.0 °F
Design Htg DB / Drift Point:
70.0 °F / 64.0 °F
50 %
Design Relative Humidity:
Moisture Capacitance:
Medium
Clg Tstat: None
Htg Tstat: None
Floor Multiplier: 1
Room Multiplier: 1
Thermostat Location: Room
Humidistat Location: Room
CO2 Sensor Location: None
Room Type:Conditioned
People Type:
# of People:
People Sensible:
People Latent :
People Schedule:
AIRFLOW INFORMATION
None
0 sq ft/person
250 Btu/h
250 Btu/h
Cooling Only (Design)
Vent Type:
Vent Value:
Vent Schedule:
Infil Type:
Infil Value:
Infil Schedule:
Vav Airflow:
Vav Sched:
Supply:
Aux Supply:
Room Exhaust:
Rm Exh Sched:
Workstation: 1.0 workstation/person
LIGHTS
Lighting Type: Recessed fluorescent, not vented, 80% load
to space
Fixture Type: RECFL-NV
% Load to RA: 20 %
Lighting Schedule: Lights - Low rise office
Lighting Amount: 1.0 W/sq ft
Ballast Factor: 1.0
Cooling
Heating
Occupiable storage rooms for dryOccupiable
materia
storage rooms for dry materia
0.00 cfm
0.70 cfm
Available (100%)
None
None
0.00 air changes/hr
0.00 air changes/hr
Available (100%)
Available (100%)
To be calculated
To be calculated
To be calculated
To be calculated
Available (100%)
Glass
Description
Roof - 1
W
Area/
Amount
11 ft²
58 ft²
U Value
Btu/h·ft²·°F
Dir
Const Type /
Tilt Schedule
0
270
90 90.1-07 Min Roof Nonres
0 90.1-07 Min Wall Nonres
Room Description: 115 - Asst PM Office
0.0476
0.0646
Area
ft²
U Value
Shade
Coef Btu/h·ft²·°F
0
External
Shading
Overhang - None
Floor Multiplier: 1
Room Multiplier: 1
People Type:
# of People:
People Sensible:
People Latent :
People Schedule:
Area/
Amount
133 ft²
Roof - 1
N
105 ft²
Opening - 1
Misc Load 1 250.000 Watts/workstation
Project Name:
Dataset Name:
Dir
General Office Space
1 People
250 Btu/h
200 Btu/h
People - Lowrise Bldg
Vent Type:
Vent Value:
Vent Schedule:
Infil Type:
Infil Value:
Infil Schedule:
Vav Airflow:
Vav Sched:
Supply:
Aux Supply:
Room Exhaust:
Rm Exh Sched:
LIGHTS
Lighting Type: Recessed fluorescent, not vented, 80% load
to space
Fixture Type: RECFL-NV
% Load to RA: 20 %
Lighting Schedule: Lights - Low rise office
Lighting Amount: 1.0 W/sq ft
Ballast Factor: 1.0
0
0
90 90.1-07 Min Roof Nonres
0 90.1-07 Min Wall Nonres
Window
Misc - Low rise office
U Value
Btu/h·ft²·°F
0.0476
0.0646
214180
C:\Users\slittle\Documents\TRACE 700 Projects\214180 PEEDEE.TRC
Type /
Alpha Energy Type
0.70
0.90
90.1 Window Zone 4
Electricity
Rad
Frc/
Loss
Coef
AIRFLOW INFORMATION
Workstation: 1.0 workstation/person
Const Type /
Tilt Schedule
Pct
Ret/
Perm
Len
None
Cooling
Office space
13.00 cfm
Available (100%)
None
0.00 air changes/hr
Available (100%)
Available (100%)
To be calculated
To be calculated
Area
ft²
U Value
Shade
Coef Btu/h·ft²·°F
0
14
0.46
0.40
Heating
Office space
13.00 cfm
None
0.00 air changes/hr
To be calculated
To be calculated
Available (100%)
Glass
Description
Pct
Pct
Sen/ Rm/
Cool Heat
Tmp Tmp
System Description: System 4
PEOPLE
Floor Area: 133 ft²
Flr-Flr Height: 10.0 ft
Plenum Height: 0.0 ft
Height Above Flr:
Slab Cnstr Type: 4* LW Concrete
Room Mass: Time delay based on actual mass
Ceiling R-Value: 1.786 hr·ft²·°F/Btu
Is There Carpet?: YES
Design Clg DB / Drift Point:
75.0 °F / 81.0 °F
Design Htg DB / Drift Point:
70.0 °F / 64.0 °F
50 %
Design Relative Humidity:
Moisture Capacitance:
Medium
Clg Tstat: None
Htg Tstat: None
Internal
Shading
Zone Description: Zone - 1
GENERAL INFORMATION
Thermostat Location: Room
Humidistat Location: Room
CO2 Sensor Location: None
Room Type:Conditioned
Type /
Alpha Energy Type
0.70
0.90
Adj
Temp/
Grnd
Refl
External
Shading
Internal
Shading
Overhang - None
None
Overhang - None
None
Adj
Temp/
Grnd
Refl
Pct
Pct
Sen/ Rm/
Cool Heat
Tmp Tmp
Pct
Ret/
Perm
Len
Rad
Frc/
Loss
Coef
0.00
100
100
135
0 60.00
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
Alternative - 2 Entered Values - Rooms Page 21 of 26
ENTERED VALUES
ROOM BY ROOM
By WILEYWILSON
Room Description: 116 - Closet
System Description: System 4
Zone Description: Zone - 1
GENERAL INFORMATION
PEOPLE
Floor Area: 11 ft²
Flr-Flr Height: 10.0 ft
Plenum Height: 0.0 ft
Height Above Flr:
Slab Cnstr Type: 4* LW Concrete
Room Mass: Time delay based on actual mass
Ceiling R-Value: 1.786 hr·ft²·°F/Btu
Is There Carpet?: YES
Design Clg DB / Drift Point:
75.0 °F / 81.0 °F
Design Htg DB / Drift Point:
70.0 °F / 64.0 °F
50 %
Design Relative Humidity:
Moisture Capacitance:
Medium
Clg Tstat: None
Htg Tstat: None
Floor Multiplier: 1
Room Multiplier: 1
Thermostat Location: Room
Humidistat Location: Room
CO2 Sensor Location: None
Room Type:Conditioned
People Type:
# of People:
People Sensible:
People Latent :
People Schedule:
AIRFLOW INFORMATION
None
0 sq ft/person
250 Btu/h
250 Btu/h
Cooling Only (Design)
Workstation: 1.0 workstation/person
LIGHTS
Lighting Type: Recessed fluorescent, not vented, 80% load
to space
Fixture Type: RECFL-NV
% Load to RA: 20 %
Lighting Schedule: Lights - Low rise office
Lighting Amount: 1.0 W/sq ft
Ballast Factor: 1.0
Vent Type:
Vent Value:
Vent Schedule:
Infil Type:
Infil Value:
Infil Schedule:
Vav Airflow:
Vav Sched:
Supply:
Aux Supply:
Room Exhaust:
Rm Exh Sched:
Cooling
Heating
Occupiable storage rooms for dryOccupiable
materia
storage rooms for dry materia
0.00 cfm
0.70 cfm
Available (100%)
None
None
0.00 air changes/hr
0.00 air changes/hr
Available (100%)
Available (100%)
To be calculated
To be calculated
To be calculated
To be calculated
Available (100%)
Glass
Description
Area/
Amount
U Value
Btu/h·ft²·°F
Const Type /
Tilt Schedule
Dir
Room Description: 117 - Women
Type /
Alpha Energy Type
Area
ft²
U Value
Shade
Coef Btu/h·ft²·°F
External
Shading
Internal
Shading
PEOPLE
Floor Area: 53 ft²
Flr-Flr Height: 10.0 ft
Plenum Height: 0.0 ft
Height Above Flr:
Slab Cnstr Type: 4* LW Concrete
Room Mass: Time delay based on actual mass
Ceiling R-Value: 1.786 hr·ft²·°F/Btu
Is There Carpet?: YES
Design Clg DB / Drift Point:
75.0 °F / 81.0 °F
Design Htg DB / Drift Point:
70.0 °F / 64.0 °F
50 %
Design Relative Humidity:
Moisture Capacitance:
Medium
Clg Tstat: None
Htg Tstat: None
Floor Multiplier: 1
Room Multiplier: 1
Thermostat Location: Room
Humidistat Location: Room
CO2 Sensor Location: None
Room Type:Conditioned
People Type:
# of People:
People Sensible:
People Latent :
People Schedule:
Roof - 1
E
Project Name:
Dataset Name:
Area/
Amount
53 ft²
65 ft²
Dir
None
0 sq ft/person
250 Btu/h
250 Btu/h
Cooling Only (Design)
Workstation: 1.0 workstation/person
LIGHTS
Lighting Type: Recessed fluorescent, not vented, 80% load
to space
Fixture Type: RECFL-NV
% Load to RA: 20 %
Lighting Schedule: Lights - Low rise office
Lighting Amount: 1.0 W/sq ft
Ballast Factor: 1.0
0
90
Const Type /
Tilt Schedule
90 90.1-07 Min Roof Nonres
0 90.1-07 Min Wall Nonres
U Value
Btu/h·ft²·°F
0.0476
0.0646
214180
C:\Users\slittle\Documents\TRACE 700 Projects\214180 PEEDEE.TRC
Type /
Alpha Energy Type
0.70
0.90
Pct
Ret/
Perm
Len
Rad
Frc/
Loss
Coef
AIRFLOW INFORMATION
Vent Type:
Vent Value:
Vent Schedule:
Infil Type:
Infil Value:
Infil Schedule:
Vav Airflow:
Vav Sched:
Supply:
Aux Supply:
Room Exhaust:
Rm Exh Sched:
Cooling
None
0.00 cfm
Available (100%)
None
0.00 air changes/hr
Available (100%)
Available (100%)
To be calculated
To be calculated
Area
ft²
0
U Value
Shade
Coef Btu/h·ft²·°F
Heating
None
0.00 cfm
None
0.00 air changes/hr
To be calculated
To be calculated
Available (100%)
Glass
Description
Pct
Pct
Sen/ Rm/
Cool Heat
Tmp Tmp
System Description: System 4
Zone Description: Zone - 1
GENERAL INFORMATION
Adj
Temp/
Grnd
Refl
External
Shading
Overhang - None
Internal
Shading
Adj
Temp/
Grnd
Refl
Pct
Pct
Sen/ Rm/
Cool Heat
Tmp Tmp
Pct
Ret/
Perm
Len
Rad
Frc/
Loss
Coef
None
136
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
Alternative - 2 Entered Values - Rooms Page 22 of 26
ENTERED VALUES
ROOM BY ROOM
By WILEYWILSON
Room Description: 118 - Men
System Description: System 4
Zone Description: Zone - 1
GENERAL INFORMATION
PEOPLE
Floor Area: 53 ft²
Flr-Flr Height: 10.0 ft
Plenum Height: 0.0 ft
Height Above Flr:
Slab Cnstr Type: 4* LW Concrete
Room Mass: Time delay based on actual mass
Ceiling R-Value: 1.786 hr·ft²·°F/Btu
Is There Carpet?: YES
Design Clg DB / Drift Point:
75.0 °F / 81.0 °F
Design Htg DB / Drift Point:
70.0 °F / 64.0 °F
50 %
Design Relative Humidity:
Moisture Capacitance:
Medium
Clg Tstat: None
Htg Tstat: None
Floor Multiplier: 1
Room Multiplier: 1
Thermostat Location: Room
Humidistat Location: Room
CO2 Sensor Location: None
Room Type:Conditioned
People Type:
# of People:
People Sensible:
People Latent :
People Schedule:
AIRFLOW INFORMATION
None
0 sq ft/person
250 Btu/h
250 Btu/h
Cooling Only (Design)
Workstation: 1.0 workstation/person
LIGHTS
Lighting Type: Recessed fluorescent, not vented, 80% load
to space
Fixture Type: RECFL-NV
% Load to RA: 20 %
Lighting Schedule: Lights - Low rise office
Lighting Amount: 1.0 W/sq ft
Ballast Factor: 1.0
Vent Type:
Vent Value:
Vent Schedule:
Infil Type:
Infil Value:
Infil Schedule:
Vav Airflow:
Vav Sched:
Supply:
Aux Supply:
Room Exhaust:
Rm Exh Sched:
Cooling
None
0.00 cfm
Available (100%)
None
0.00 air changes/hr
Available (100%)
Available (100%)
To be calculated
To be calculated
Roof - 1
E
Project Name:
Dataset Name:
Area/
Amount
53 ft²
65 ft²
Dir
0
90
Const Type /
Tilt Schedule
90 90.1-07 Min Roof Nonres
0 90.1-07 Min Wall Nonres
U Value
Btu/h·ft²·°F
0.0476
0.0646
214180
C:\Users\slittle\Documents\TRACE 700 Projects\214180 PEEDEE.TRC
Type /
Alpha Energy Type
0.70
0.90
Area
ft²
0
U Value
Shade
Coef Btu/h·ft²·°F
None
0.00 air changes/hr
To be calculated
To be calculated
Available (100%)
Glass
Description
Heating
None
0.00 cfm
External
Shading
Overhang - None
Internal
Shading
Adj
Temp/
Grnd
Refl
Pct
Pct
Sen/ Rm/
Cool Heat
Tmp Tmp
Pct
Ret/
Perm
Len
Rad
Frc/
Loss
Coef
None
137
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
Alternative - 2 Entered Values - Rooms Page 23 of 26
ENTERED VALUES
ROOM BY ROOM
By WILEYWILSON
Room Description: 119 - Break
System Description: System 4
Zone Description: Zone - 1
GENERAL INFORMATION
PEOPLE
Floor Area: 90 ft²
Flr-Flr Height: 10.0 ft
Plenum Height: 0.0 ft
Height Above Flr:
Slab Cnstr Type: 4* LW Concrete
Room Mass: Time delay based on actual mass
Ceiling R-Value: 1.786 hr·ft²·°F/Btu
Is There Carpet?: YES
Design Clg DB / Drift Point:
75.0 °F / 81.0 °F
Design Htg DB / Drift Point:
70.0 °F / 64.0 °F
50 %
Design Relative Humidity:
Moisture Capacitance:
Medium
Clg Tstat: None
Htg Tstat: None
Floor Multiplier: 1
Room Multiplier: 1
Thermostat Location: Room
Humidistat Location: Room
CO2 Sensor Location: None
Room Type:Conditioned
People Type:
# of People:
People Sensible:
People Latent :
People Schedule:
AIRFLOW INFORMATION
Hotel/Motel Lobby
1 People
250 Btu/h
200 Btu/h
People - Low Rise Office
Vent Type:
Vent Value:
Vent Schedule:
Infil Type:
Infil Value:
Infil Schedule:
Vav Airflow:
Vav Sched:
Supply:
Aux Supply:
Room Exhaust:
Rm Exh Sched:
Workstation: 1.0 workstation/person
LIGHTS
Lighting Type: Recessed fluorescent, not vented, 80% load
to space
Fixture Type: RECFL-NV
% Load to RA: 20 %
Lighting Schedule: Lights - Low rise office
Lighting Amount: 1.0 W/sq ft
Ballast Factor: 1.0
Cooling
Office space
10.40 cfm
Available (100%)
None
0.00 air changes/hr
Available (100%)
Available (100%)
To be calculated
To be calculated
Roof - 1
E
N
Opening - 1
Opening - 2
Misc Load 1
Project Name:
Dataset Name:
Area/
Amount
90 ft²
68 ft²
148 ft²
2,000.000 Btuh
Dir
0
90
0
Const Type /
Tilt Schedule
90 90.1-07 Min Roof Nonres
0 90.1-07 Min Wall Nonres
0 90.1-07 Min Wall Nonres
Window
Door
Misc - Low rise office
U Value
Btu/h·ft²·°F
0.0476
0.0646
0.0646
214180
C:\Users\slittle\Documents\TRACE 700 Projects\214180 PEEDEE.TRC
Type /
Alpha Energy Type
0.70
0.90
0.90
90.1 Window Zone 4
90.1-07 Min Swinging
Electricity
Area
ft²
U Value
Shade
Coef Btu/h·ft²·°F
0
14
21
0.46
0.00
0.40
0.70
None
0.00 air changes/hr
To be calculated
To be calculated
Available (100%)
Glass
Description
Heating
Office space
10.40 cfm
External
Shading
Internal
Shading
Overhang - None
None
Overhang - None
Overhang - None
None
None
Adj
Temp/
Grnd
Refl
Pct
Pct
Sen/ Rm/
Cool Heat
Tmp Tmp
Pct
Ret/
Perm
Len
Rad
Frc/
Loss
Coef
0.00
0.00
100
100
138
0 60.00
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
Alternative - 2 Entered Values - Rooms Page 24 of 26
ENTERED VALUES
ROOM BY ROOM
By WILEYWILSON
Room Description: 101 - Entry
System Description: System 4
Zone Description: Zone - 2
GENERAL INFORMATION
PEOPLE
Floor Area: 105 ft²
Flr-Flr Height: 10.0 ft
Plenum Height: 0.0 ft
Height Above Flr:
Slab Cnstr Type: 4* LW Concrete
Room Mass: Time delay based on actual mass
Ceiling R-Value: 1.786 hr·ft²·°F/Btu
Is There Carpet?: YES
Design Clg DB / Drift Point:
75.0 °F / 81.0 °F
Design Htg DB / Drift Point:
70.0 °F / 64.0 °F
50 %
Design Relative Humidity:
Moisture Capacitance:
Medium
Clg Tstat: None
Htg Tstat: None
Floor Multiplier: 1
Room Multiplier: 1
Thermostat Location: Room
Humidistat Location: Room
CO2 Sensor Location: None
Room Type:Conditioned
People Type:
# of People:
People Sensible:
People Latent :
People Schedule:
AIRFLOW INFORMATION
None
0 sq ft/person
250 Btu/h
250 Btu/h
Cooling Only (Design)
Vent Type:
Vent Value:
Vent Schedule:
Infil Type:
Infil Value:
Infil Schedule:
Vav Airflow:
Vav Sched:
Supply:
Aux Supply:
Room Exhaust:
Rm Exh Sched:
Workstation: 1.0 workstation/person
LIGHTS
Lighting Type: Recessed fluorescent, not vented, 80% load
to space
Fixture Type: RECFL-NV
% Load to RA: 20 %
Lighting Schedule: Lights - Low rise office
Lighting Amount: 1.0 W/sq ft
Ballast Factor: 1.0
Cooling
Corridors
28.60 cfm
Available (100%)
None
0.00 air changes/hr
Available (100%)
Available (100%)
To be calculated
To be calculated
Roof - 1
S
Opening - 1
Floor - 1
Project Name:
Dataset Name:
Area/
Amount
105 ft²
105 ft²
Dir
0
180
Const Type /
Tilt Schedule
90 90.1-07 Min Roof Nonres
0 90.1-07 Min Wall Nonres
Window
U Value
Btu/h·ft²·°F
0.0476
0.0646
Type /
Alpha Energy Type
0.70
0.90
90.1 Window Zone 4
Area
ft²
U Value
Shade
Coef Btu/h·ft²·°F
0
42
0.46
0.40
None
0.00 air changes/hr
To be calculated
To be calculated
Available (100%)
Glass
Description
Heating
Corridors
28.60 cfm
External
Shading
Internal
Shading
Overhang - None
None
Overhang - None
None
Adj
Temp/
Grnd
Refl
Pct
Pct
Sen/ Rm/
Cool Heat
Tmp Tmp
Pct
Ret/
Perm
Len
0.00
11
214180
C:\Users\slittle\Documents\TRACE 700 Projects\214180 PEEDEE.TRC
Rad
Frc/
Loss
Coef
139
0.73
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
Alternative - 2 Entered Values - Rooms Page 25 of 26
ENTERED VALUES
ROOM BY ROOM
By WILEYWILSON
Room Description: 102 - Multi-Use Exhibit
PEOPLE
Floor Area: 610 ft²
Flr-Flr Height: 10.0 ft
Plenum Height: 0.0 ft
Height Above Flr:
Slab Cnstr Type: 4* LW Concrete
Room Mass: Time delay based on actual mass
Ceiling R-Value: 1.786 hr·ft²·°F/Btu
Is There Carpet?: YES
Design Clg DB / Drift Point:
75.0 °F / 81.0 °F
Design Htg DB / Drift Point:
70.0 °F / 64.0 °F
50 %
Design Relative Humidity:
Moisture Capacitance:
Medium
Clg Tstat: None
Htg Tstat: None
Floor Multiplier: 1
Room Multiplier: 1
Thermostat Location: Room
Humidistat Location: Room
CO2 Sensor Location: None
Room Type:Conditioned
System Description: System 4
Zone Description: Zone - 2
GENERAL INFORMATION
People Type:
# of People:
People Sensible:
People Latent :
People Schedule:
AIRFLOW INFORMATION
Hotel/Motel Lobby
16 People
250 Btu/h
200 Btu/h
People - Pee Dee WW
Vent Type:
Vent Value:
Vent Schedule:
Infil Type:
Infil Value:
Infil Schedule:
Vav Airflow:
Vav Sched:
Supply:
Aux Supply:
Room Exhaust:
Rm Exh Sched:
Workstation: 1.0 workstation/person
LIGHTS
Lighting Type: Recessed fluorescent, not vented, 80% load
to space
Fixture Type: RECFL-NV
% Load to RA: 20 %
Lighting Schedule: Lights - Low rise office
Lighting Amount: 1.5 W/sq ft
Ballast Factor: 1.0
Cooling
Museums/ galleries
158.10 cfm
Available (100%)
None
0.00 air changes/hr
Available (100%)
Available (100%)
To be calculated
To be calculated
Roof - 1
W
S
Opening - 1
Opening - 2
E
Opening - 1
Opening - 2
N
Misc Load 1
Project Name:
Dataset Name:
Area/
Amount
610 ft²
38 ft²
260 ft²
238 ft²
138 ft²
0.500 W/sq ft
Dir
0
270
180
90
0
Const Type /
Tilt Schedule
90 90.1-07 Min Roof Nonres
0 90.1-07 Min Wall Nonres
0 90.1-07 Min Wall Nonres
Window
Window
0 90.1-07 Min Wall Nonres
Window
Door
0 90.1-07 Min Wall Nonres
Misc - Low rise office
U Value
Btu/h·ft²·°F
0.0476
0.0646
0.0646
0.0646
0.0646
214180
C:\Users\slittle\Documents\TRACE 700 Projects\214180 PEEDEE.TRC
Type /
Alpha Energy Type
0.70
0.90
0.90
90.1 Window Zone 4
90.1 Window Zone 4
0.90
90.1 Window Zone 4
90.1-07 Min Swinging
0.90
Electricity
Area
ft²
U Value
Shade
Coef Btu/h·ft²·°F
0
None
0.00 air changes/hr
To be calculated
To be calculated
Available (100%)
Glass
Description
Heating
Museums/ galleries
158.10 cfm
External
Shading
Internal
Shading
Overhang - None
None
Adj
Temp/
Grnd
Refl
28
3
0.46
0.46
0.40
0.40
Overhang - None
Overhang - None
None
None
0.00
0.00
14
21
0.46
0.00
0.40
0.70
Overhang - None
Overhang - None
None
None
0.00
0.00
Pct
Pct
Sen/ Rm/
Cool Heat
Tmp Tmp
100
100
140
Pct
Ret/
Perm
Len
Rad
Frc/
Loss
Coef
0 60.00
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
Alternative - 2 Entered Values - Rooms Page 26 of 26
SYSTEM ENTERED VALUES
By WILEYWILSON
HP-1 - Single Zone
Design Air Conditions
Cooling supply:
Leaving cooling coil:
Heating supply:
Max
Min
54.0 °F
54.0 °F
Supply duct temperature diff: 0.0 °F
Reheat Temperature diff: 0.0 °F
Design humidity ratio diff:
Min room relative humidity:
Advanced Options
Cooling coil sizing method:
Cooling coil location:
Block cooling airflow:
Ventilation deck location:
Supply duct location:
Return air path:
Peak
Zone
Supply fan motor location:
Return fan motor location:
Supply fan cofiguration:
Supply fan sizing:
Fan mechanical efficiency :
Apply Std62 People Avg:
Std62 Max Vent (Z) Ratio:
Return/Outdoor Deck
Return Air
DUCTED
Coils
Main cooling:
Aux cooling:
Main heating:
Aux heating:
Preheat:
Reheat:
Humidification:
Capacity
Primary
Secondary
Return
System Exhaust
Room Exhaust
Optional ventilation
Auxiliary
Fan Cycling
CO2-based DCV: None
System ventilation flag: Sum Room OA Reqs
Control Type
Return Air
100 %
0.0 ft
0.8 hr·ft²·°F/Btu
0%
0%
0%
None
None
Schedule
Diversity
People 100%
Lights 100%
Misc loads 100%
Available (100%)
100.0 % of Design Capacity by adjusting airflow
Available (100%)
Available (100%)
100.0 % of Design Capacity
Available (100%)
100.0% of Design Capacity
Available (100%)
100.0 % of Design Capacity
Available (100%)
100.0 % of Design Capacity
Available (100%)
Fans
Project Name:
Dataset Name:
Control Method
Activate After Primary System
Activate After Primary System
No Fan
Night purge schedule: Off (0%)
Optimum start schedule: Off (0%)
Optimum stop schedule: Off (0%)
Supply air path / duct location:
Space convective gains to occupied layer:
Underfloor plenum height:
Conductive resistance of raised floor:
Upstream nominal leakage fraction:
Downstream constant leakage fraction:
Aux cooling coil losses to plenum:
Reset per worst case room schedule: Off (0%)
Max reset:
Use system default outside air reset: Yes
Auxiliary cooling coil
Auxiliary heating coil
Auxiliary fan
Supply
Return
Draw Thru
Peak
75%
No
Type
Static Press.
90.1 SP Adj
Full Load Energy Rate
Schedule
90.1-07 Min VAV FC Centrifugal
None
None
None
None
None
None
1.0 in. wg
0.0 in. wg
0.0 in. wg
0.0 in. wg
0.0 in. wg
0.0 in. wg
0.0 in. wg
0.0 in. wg
NA
0.0 in. wg
0.0 in. wg
0.0 in. wg
NA
NA
0.00035 kW/Cfm-in wg
0.00000 kW
0.00000 kW
0.00000 kW
0.00000 kW
0.00000 kW
0.00000 kW
Available (100%)
Available (100%)
Available (100%)
Available (100%)
Available (100%)
Available (100%)
Available (100%)
Cycle with occupancy
214180
C:\Users\slittle\Documents\TRACE 700 Projects\214180 PEEDEE.TRC
Efficiency
Priority
90
85
90
90
85
90
85
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
Alternative - 1 Entered Values Systems page 1 of 3
141
SYSTEM ENTERED VALUES
By WILEYWILSON
HP-2 - Single Zone
Design Air Conditions
Cooling supply:
Leaving cooling coil:
Heating supply:
Max
Min
54.0 °F
54.0 °F
Supply duct temperature diff: 0.0 °F
Reheat Temperature diff: 0.0 °F
Design humidity ratio diff:
Min room relative humidity:
Advanced Options
Cooling coil sizing method:
Cooling coil location:
Block cooling airflow:
Ventilation deck location:
Supply duct location:
Return air path:
Peak
Zone
Supply fan motor location:
Return fan motor location:
Supply fan cofiguration:
Supply fan sizing:
Fan mechanical efficiency :
Apply Std62 People Avg:
Std62 Max Vent (Z) Ratio:
Return/Outdoor Deck
Return Air
DUCTED
Coils
Main cooling:
Aux cooling:
Main heating:
Aux heating:
Preheat:
Reheat:
Humidification:
Capacity
Primary
Secondary
Return
System Exhaust
Room Exhaust
Optional ventilation
Auxiliary
Fan Cycling
CO2-based DCV: Single Setpoint
System ventilation flag: ASHRAE Std 62.1-2004/2007 w/ Vent Reset
Control Type
Return Air
100 %
0.0 ft
0.8 hr·ft²·°F/Btu
0%
0%
0%
None
None
Schedule
Diversity
People 100%
Lights 100%
Misc loads 100%
Available (100%)
100.0 % of Design Capacity by adjusting airflow
Available (100%)
Available (100%)
100.0 % of Design Capacity
Available (100%)
100.0% of Design Capacity
Available (100%)
100.0 % of Design Capacity
Available (100%)
100.0 % of Design Capacity
Available (100%)
Fans
Project Name:
Dataset Name:
Control Method
Activate After Primary System
Activate After Primary System
No Fan
Night purge schedule: Off (0%)
Optimum start schedule: Off (0%)
Optimum stop schedule: Off (0%)
Supply air path / duct location:
Space convective gains to occupied layer:
Underfloor plenum height:
Conductive resistance of raised floor:
Upstream nominal leakage fraction:
Downstream constant leakage fraction:
Aux cooling coil losses to plenum:
Reset per worst case room schedule: Off (0%)
Max reset:
Use system default outside air reset: Yes
Auxiliary cooling coil
Auxiliary heating coil
Auxiliary fan
Supply
Return
Draw Thru
Peak
75%
No
Type
Static Press.
90.1 SP Adj
Full Load Energy Rate
Schedule
90.1-07 Min VAV FC Centrifugal
None
None
None
None
None
None
1.0 in. wg
0.0 in. wg
0.0 in. wg
0.0 in. wg
0.0 in. wg
0.0 in. wg
0.0 in. wg
0.0 in. wg
NA
0.0 in. wg
0.0 in. wg
0.0 in. wg
NA
NA
0.00035 kW/Cfm-in wg
0.00000 kW
0.00000 kW
0.00000 kW
0.00000 kW
0.00000 kW
0.00000 kW
Available (100%)
Available (100%)
Available (100%)
Available (100%)
Available (100%)
Available (100%)
Available (100%)
Cycle with occupancy
214180
C:\Users\slittle\Documents\TRACE 700 Projects\214180 PEEDEE.TRC
Efficiency
Priority
90
85
90
90
85
90
85
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
Alternative - 1 Entered Values Systems page 2 of 3
142
SYSTEM ENTERED VALUES
By WILEYWILSON
System 4 - System 4 - Packaged Rooftop Heat Pump
Design Air Conditions
Max
Min
Supply duct temperature diff: 0.0 °F
Reheat Temperature diff: 0.0 °F
Cooling supply:
Leaving cooling coil:
Heating supply:
Design humidity ratio diff:
Min room relative humidity:
Advanced Options
Cooling coil sizing method:
Cooling coil location:
Block cooling airflow:
Ventilation deck location:
Supply duct location:
Return air path:
Peak
Zone
Supply fan motor location:
Return fan motor location:
Supply fan cofiguration:
Supply fan sizing:
Fan mechanical efficiency :
Apply Std62 People Avg:
Std62 Max Vent (Z) Ratio:
Return/Outdoor Deck
Return Air
PLENUM
Supply
Return
Draw Thru
Peak
75%
No
Coils
Main cooling:
Aux cooling:
Main heating:
Aux heating:
Preheat:
Reheat:
Humidification:
Supply air path / duct location:
Space convective gains to occupied layer:
Underfloor plenum height:
Conductive resistance of raised floor:
Upstream nominal leakage fraction:
Downstream constant leakage fraction:
Aux cooling coil losses to plenum:
Control Type
Capacity
Schedule
Available (100%)
Available (100%)
Available (100%)
Available (100%)
Available (100%)
Available (100%)
Available (100%)
125.0 % of Design Capacity
125.0% of Design Capacity
100.0 % of Design Capacity
100.0 % of Design Capacity
Primary
Secondary
Return
System Exhaust
Room Exhaust
Optional ventilation
Auxiliary
Fan Cycling
Return Air
0.0 ft
0.8 hr·ft²·°F/Btu
0%
0%
0%
None
None
115.0 % of Design Cooling Capacity
Fans
Project Name:
Dataset Name:
Control Method
Activate After Primary System
Activate After Primary System
No Fan
CO2-based DCV: None
System ventilation flag: Sum Room OA Reqs
Reset per worst case room schedule: Off (0%)
Max reset:
Use system default outside air reset: Yes
Auxiliary cooling coil
Auxiliary heating coil
Auxiliary fan
Night purge schedule: Off (0%)
Optimum start schedule: Available (100%)
Optimum stop schedule: Off (0%)
Diversity
People 100%
Lights 100%
Misc loads 100%
Type
Static Press.
90.1 SP Adj
Full Load Energy Rate
Schedule
90.1 FC Centrifugal WW
None
None
None
None
None
None
0.0 in. wg
0.0 in. wg
0.0 in. wg
0.0 in. wg
0.0 in. wg
0.0 in. wg
0.0 in. wg
0.0 in. wg
NA
0.0 in. wg
0.0 in. wg
0.0 in. wg
NA
NA
0.00064 kW/Cfm
0.00000 kW
0.00000 kW
0.00000 kW
0.00000 kW
0.00000 kW
0.00000 kW
Available (100%)
Available (100%)
Available (100%)
Available (100%)
Available (100%)
Available (100%)
Available (100%)
Cycle with occupancy
214180
C:\Users\slittle\Documents\TRACE 700 Projects\214180 PEEDEE.TRC
Efficiency
Priority
90
85
90
90
85
90
85
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
Alternative - 2 Entered Values Systems page 3 of 3
143
ENTERED VALUES
ROOM ASSIGNMENTS
By WILEYWILSON
Alternative 1
ASSIGNED ROOMS
Description
HP-1
HP-1 Zone
103 - Hall
104 - Reception
105 - Storage
106 - IT Room
107 - LE Office
108 - Closet
109 - Secure Storage
110 - Work
111 - Hall
112 - Mech
113 - PM Office
114 - Closet
115 - Asst PM Office
116 - Closet
117 - Women
118 - Men
119 - Break
HP-2
HP-2 Zone
101 - Entry
102 - Multi-Use Exhibit
Alternative 2
ASSIGNED ROOMS
Description
System 4
Zone - 1
103 - Hall
104 - Reception
105 - Storage
106 - IT Room
107 - LE Office
108 - Closet
109 - Secure Storage
110 - Work
111 - Hall
112 - Mech
113 - PM Office
114 - Closet
115 - Asst PM Office
116 - Closet
117 - Women
118 - Men
119 - Break
Zone - 2
101 - Entry
102 - Multi-Use Exhibit
Project Name:
Dataset Name:
C:\Users\slittle\Documents\TRACE 700
144
TRACE® Load 700 calculated at 04:10 PM on 11/18/2014
Alternative - 2 Entered Values Room Assignments Page 1 of 2
ENTERED VALUES
ROOM ASSIGNMENTS
By WILEYWILSON
Project Name:
Dataset Name:
C:\Users\slittle\Documents\TRACE 700
145
TRACE® Load 700 calculated at 04:10 PM on 11/18/2014
Alternative - 2 Entered Values Room Assignments Page 2 of 2
ENTERED VALUES
PLANTS
By WILEYWILSON
Cooling Plant: Heat Pump 2
Sizing method:
Heat rejection type:
Secondary distribution pump:
Secondary pump consumption:
Thermal storage type:
Thermal storage capacity:
Thermal storage schedule:
Peak
None
None
0 Ft Water
None
0 ton-hr
Off (0%)
TLoop Ent Bldg:
TLoop schedule:
Flow rate:
Loop pump
Pump F.L. rate:
Operating Mode Capacity
Cooling:
Heat recovery: 12.0 Mbh/ton
Tank charging:
Tank charging & heat recovery:
Energy Rate
13.0000 Packaged EER
4.0000 Packaged COP
Heat Rejection and Thermal Storage
Heat rejection type: 90.1 Min Air Cooled Condenser
Thermal storage type: None
T-storage capacity: 0 ton-hr
T-storage schedule: Storage
Reset Based On
Chilled Water: None
Condenser Water: None
Included in full load energy rate
Fully mixed
0%
0 °F
Cooling Type: 90.1-07 Min ACHP AllHeat SS < 65 MBh
Equipment tag: Heat Pump 2
Package energy breakout
Geothermal Loop
None
Flow scheme:
None
Loop fluid glycol:
100.00% of condenser flow rate
Heat exchanger approach:
None
0.00ft water
Pumps
Chilled water:
Condenser water:
Heat recovery or aux cond:
Free cooling:
Sequencing type: Single
Demand lim priority:
Dsn chilled water delta T: 12 °F
Dsn cond water delta T: 0
°F
Reset Curve
None
None
Equipment Options
Free clg type: None
Fluid cooler type: None
Load shed econ: no
Evap precooling: no
Hot gas reheat No
Energy source: Elec Backup
Reject cond heat: Heat Reject.Equip
Cond. heat to plant:
Equip schedule: Available (100%)
Max Reset TD
0°F
0°F
Primary fan
Secondary fan
Exhaust fan
Optional ventilation fan
Condenser fan
Yes
No
No
No
Yes
Apply same fans for heat recovery energy breakout:
Heat Pump 2
Full Load Consumption
Type
None
None
None
None
Yes
Cooling Plant: Heat Pump 1
Sizing method:
Heat rejection type:
Secondary distribution pump:
Secondary pump consumption:
Thermal storage type:
Thermal storage capacity:
Thermal storage schedule:
Peak
None
None
0 Ft Water
None
0 ton-hr
Off (0%)
TLoop Ent Bldg:
TLoop schedule:
Flow rate:
Loop pump
Pump F.L. rate:
Heat Rejection and Thermal Storage
Project Name:
214180
Dataset Name:
214180 PEEDEE.TRC
Fully mixed
0%
0 °F
Cooling Type: 90.1-07 Min ACHP AllHeat SS < 65 MBh
Equipment tag: Heat Pump 1
Operating Mode Capacity
Cooling:
Heat recovery: 14.4 Mbh/ton
Tank charging:
Tank charging & heat recovery:
Geothermal Loop
None
Flow scheme:
None
Loop fluid glycol:
100.00% of condenser flow rate
Heat exchanger approach:
None
0.00ft water
Energy Rate
12.5000 Packaged EER
3.8000 Packaged COP
Pumps
Chilled water:
Condenser water:
Heat recovery or aux cond:
Free cooling:
Heat Pump 1
Full Load Consumption
Type
None
None
None
None
Equipment Options
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
146
Alternative - 1 Entered Values - Plants Page 1 of 4
ENTERED VALUES
PLANTS
By WILEYWILSON
Heat rejection type:
Thermal storage type:
T-storage capacity:
T-storage schedule:
90.1 Min Air Cooled Condenser
None
0 ton-hr
Storage
Reset Based On
Chilled Water: None
Condenser Water: None
Package energy breakout
Included in full load energy rate
Sequencing type: Single
Demand lim priority:
Dsn chilled water delta T: 12 °F
Dsn cond water delta T: 0
°F
Reset Curve
None
None
Energy source: Elec Backup
Reject cond heat: Heat Reject.Equip
Cond. heat to plant:
Equip schedule: Available (100%)
Free clg type: None
Fluid cooler type: None
Load shed econ: no
Evap precooling: no
Hot gas reheat No
Max Reset TD
0°F
0°F
Primary fan
Secondary fan
Exhaust fan
Optional ventilation fan
Condenser fan
Yes
No
No
No
Yes
Apply same fans for heat recovery energy breakout:
Yes
Heating Plant: Elec Backup
Sizing method:
Cogeneration type:
Secondary distribution pump:
Secondary pump consumption:
Thermal storage type:
Thermal storage capacity:
Peak
None
None
0 Ft Water
None
0 ton-hr
Heating Type: Default electric resistance
Equipment tag: Elec Backup
Elec Backup
Thermal storage type: None
Thermal storage capacity: 0 ton-hr
Thermal storage schedule: Storage
Heating capacity:
Energy rate: 100.00 % Effic.
Equipment schedule: Available (100%)
Demand limiting priority:
Base Utilities
Plant assigned to: Stand-alone
Type: None
Description:
Demand limiting priority:
Schedule: Off (0%)
Hourly demand: 0.00 kW
Miscellaneous accessories
Plant assigned to: Heat Pump 2
Equipment tag: All
Project Name:
214180
Dataset Name:
214180 PEEDEE.TRC
Type: None
Description:
Schedule: Off (0%)
Energy: 0.00 kW
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
147
Alternative - 1 Entered Values - Plants Page 2 of 4
ENTERED VALUES
PLANTS
By WILEYWILSON
Cooling Plant: 90_1 Baseline
Sizing method:
Heat rejection type:
Secondary distribution pump:
Secondary pump consumption:
Thermal storage type:
Thermal storage capacity:
Thermal storage schedule:
Peak
None
None
0 Ft Water
None
0 ton-hr
Off (0%)
TLoop Ent Bldg:
TLoop schedule:
Flow rate:
Loop pump
Pump F.L. rate:
Energy Rate
11.0000 Packaged EER
7.7000 Packaged EER
Heat Rejection and Thermal Storage
Heat rejection type: 90.1 Min Air Cooled Condenser
Thermal storage type: None
T-storage capacity: 0 ton-hr
T-storage schedule: Storage
Reset Based On
Chilled Water: None
Condenser Water: None
Package energy breakout
Pumps
Chilled water:
Condenser water:
Heat recovery or aux cond:
Free cooling:
Sequencing type: Single
Demand lim priority:
Dsn chilled water delta T: 12 °F
Dsn cond water delta T: 0
°F
Reset Curve
None
None
Equipment Options
Free clg type: None
Fluid cooler type: None
Load shed econ: no
Evap precooling: no
Hot gas reheat No
Energy source: 90_1 Elec Backup
Reject cond heat: Heat Reject.Equip
Cond. heat to plant:
Equip schedule: Available (100%)
Max Reset TD
0°F
0°F
Secondary fan
Exhaust fan
Optional ventilation fan
Condenser fan
Yes
No
No
No
Yes
Apply same fans for heat recovery energy breakout:
90_1 Baseline
Full Load Consumption
Type
None
None
None
None
Primary fan
Included in full load energy rate
Fully mixed
0%
0 °F
Cooling Type: 90.1-07 Min ACHP AllHeat SP < 65 MBh
Equipment tag: Air-cooled unitary - 001
Operating Mode Capacity
Cooling:
Heat recovery: 14.4 Mbh/ton
Tank charging:
Tank charging & heat recovery:
Geothermal Loop
None
Flow scheme:
None
Loop fluid glycol:
100.00% of condenser flow rate
Heat exchanger approach:
None
0.00ft water
Yes
Heating Plant: 90_1 Elec Backup
Sizing method:
Cogeneration type:
Secondary distribution pump:
Secondary pump consumption:
Thermal storage type:
Thermal storage capacity:
Peak
None
None
0 Ft Water
None
0 ton-hr
Equipment tag: Electric Resistance - 001
Heating capacity:
Energy rate: 100.00 % Effic.
Heating Type: Default electric resistance
90_1 Elec Backup
Thermal storage type: None
Thermal storage capacity: 0 ton-hr
Thermal storage schedule: Storage
Equipment schedule: Available (100%)
Demand limiting priority:
Project Name:
214180
Dataset Name:
214180 PEEDEE.TRC
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
148
Alternative - 2 Entered Values - Plants Page 3 of 4
ENTERED VALUES
PLANTS
By WILEYWILSON
Base Utilities
Plant assigned to:
Type:
Description:
Demand limiting priority:
Schedule:
Hourly demand:
Type:
Description:
Schedule:
Energy:
Miscellaneous accessories
Plant assigned to:
Equipment tag:
Project Name:
214180
Dataset Name:
214180 PEEDEE.TRC
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
149
Alternative - 2 Entered Values - Plants Page 4 of 4
Library Members
Exposed Floor - Construction Types
12" LW Conc
Layer
Code
1
E0
Inside Surface Resist.
2
C4
12 in. LW Concrete
3
A0
Outside Surface Resist.
Lamda =
Delta
=
Description
0.28
10 hours
Thickness
Conductivity
Density
Specific Heat
0.10 Btu/hr·ft·°F
40.00 lb/cu ft
Resistance
0.69 ft²·hr·°F/Btu
12.00 in.
0.20 Btu/lb·°F
0.33 ft²·hr·°F/Btu
Weight
=
Heat Capacity
=
40.00 lb/ft²
8.00 Btu/ft²·lb·°F
U-Value
=
0.091 Btu/hr·ft²·°F
C-Coefficient
=
0.0000 Btu/hr·ft²·°F
Alpha
=
0.90
Floor - Construction Types
4" LW Concrete
4" lightweight concrete
Layer
Code
1
E0
Inside Surface Resist.
2
C1
4 in. LW Concrete
3
E0
Inside Surface Resist.
Lamda =
Delta
=
Description
0.89
3 hours
Thickness
Conductivity
Density
Specific Heat
0.10 Btu/hr·ft·°F
40.00 lb/cu ft
Resistance
0.69 ft²·hr·°F/Btu
4.00 in.
0.20 Btu/lb·°F
0.69 ft²·hr·°F/Btu
Weight
=
Heat Capacity
=
13.33 lb/ft²
2.67 Btu/ft²·lb·°F
U-Value
=
0.213 Btu/hr·ft²·°F
C-Coefficient
=
0.0900 Btu/hr·ft²·°F
Alpha
=
0.90
Partitions - Construction Types
0.75" Gyp Frame
Layer
Code
0.75" gypsum board frame wall
Description
Thickness
1
E0
Inside Surface Resist.
2
E1
0.75 in. Plaster
3
B0
Air Space Resistance
4
E1
0.75 in. Plaster
5
E0
Inside Surface Resist.
Lamda =
Delta
=
1.02
1 hours
0.20 Btu/lb·°F
0.75 in.
0.42 Btu/hr·ft·°F
100.00 lb/cu ft
0.20 Btu/lb·°F
0.91 ft²·hr·°F/Btu
0.69 ft²·hr·°F/Btu
=
214180 PEEDEE.TRC
Resistance
0.69 ft²·hr·°F/Btu
100.00 lb/cu ft
=
214180
Specific Heat
0.42 Btu/hr·ft·°F
Heat Capacity
Dataset Name:
Density
0.75 in.
Weight
Project Name:
Conductivity
12.50 lb/ft²
2.50 Btu/ft²·lb·°F
U-Value
=
0.388 Btu/hr·ft²·°F
C-Coefficient
=
0.2400 Btu/hr·ft²·°F
Alpha
=
0.90
TRACE® 700 v6.3
150
Page 1 of 15
Library Members
Roof - Construction Types
Pee Dee
Layer
Code
Description
Thickness
1
M201
2
A3
90.1 Exterior Air Film
Steel Siding
0.06 in.
Conductivity
Density
Specific Heat
0.17 ft²·hr·°F/Btu
26.00 Btu/hr·ft·°F
480.00 lb/cu ft
0.10 Btu/lb·°F
3
M58
3/4 in. Plywood Sheathing
0.75 in.
0.07 Btu/hr·ft·°F
34.00 lb/cu ft
0.29 Btu/lb·°F
4
M57
0.50 in.
0.07 Btu/hr·ft·°F
34.00 lb/cu ft
0.29 Btu/lb·°F
5
M292
1/2 in. Plywood Sheathing
6.5 in SIP insl only
6
M57
1/2 in. Plywood Sheathing
0.50 in.
0.07 Btu/hr·ft·°F
34.00 lb/cu ft
0.29 Btu/lb·°F
7
M60
5/8 in. Gypsum Board-horiz
0.63 in.
0.09 Btu/hr·ft·°F
50.00 lb/cu ft
0.26 Btu/lb·°F
8
M148
90.1 roof inside surface
Lamda =
Delta
=
0.94
2 hours
Resistance
38.75 ft²·hr·°F/Btu
0.61 ft²·hr·°F/Btu
Weight
=
9.96 lb/ft²
U-Value
=
0.024 Btu/hr·ft²·°F
Heat Capacity
=
2.36 Btu/ft²·lb·°F
C-Coefficient
=
0.0100 Btu/hr·ft²·°F
Alpha
=
0.90
90.1-07 Min Roof Nonres Zone90.1-07
2-8 App A roof with insul above deck, Table A2.2
Layer
Code
1
M146
2
M143
Description
Thickness
0.02 Btu/hr·ft·°F
2.00 lb/cu ft
0.20 Btu/lb·°F
0.00 in.
0.00 Btu/hr·ft·°F
0.00 lb/cu ft
0.00 Btu/lb·°F
M160
90.1-07 Min Roof metal deck
M159
90.1-07 Min Roof int air film
=
Specific Heat
6.00 in.
3
Delta
Density
90.1-07 Min ext air film
90.1-07 Min roof insul R-20 ci
4
Lamda =
Conductivity
0.98
1 hours
0.17 ft²·hr·°F/Btu
0.61 ft²·hr·°F/Btu
Weight
=
1.00 lb/ft²
U-Value
=
0.048 Btu/hr·ft²·°F
Heat Capacity
=
0.20 Btu/ft²·lb·°F
C-Coefficient
=
0.0400 Btu/hr·ft²·°F
Project Name:
214180
Dataset Name:
214180 PEEDEE.TRC
Resistance
Alpha
=
0.70
TRACE® 700 v6.3
151
Page 2 of 15
Library Members
Wall - Construction Types
Pee Dee
Layer
Code
1
M201
90.1 Exterior Air Film
Description
Thickness
2
E2
0.5 in. Slag or Stone
3
M57
1/2 in. Plywood Sheathing
4
M291
3.5 in SIP insl only
5
M57
Conductivity
Density
0.50 in.
0.83 Btu/hr·ft·°F
55.00 lb/cu ft
0.40 Btu/lb·°F
0.50 in.
0.07 Btu/hr·ft·°F
34.00 lb/cu ft
0.29 Btu/lb·°F
0.50 in.
0.07 Btu/hr·ft·°F
34.00 lb/cu ft
0.29 Btu/lb·°F
0.63 in.
0.12 Btu/hr·ft·°F
50.00 lb/cu ft
0.26 Btu/lb·°F
22.75 ft²·hr·°F/Btu
6
M130
7
M174
90.1 Interior Vertical Surface Air Film
Lamda =
=
0.95
2 hours
Resistance
0.17 ft²·hr·°F/Btu
1/2 in. Plywood Sheathing
5/8 in. Gypsum Board-Vert
Delta
Specific Heat
0.68 ft²·hr·°F/Btu
Weight
=
7.73 lb/ft²
U-Value
=
0.039 Btu/hr·ft²·°F
Heat Capacity
=
2.42 Btu/ft²·lb·°F
C-Coefficient
=
0.0200 Btu/hr·ft²·°F
Alpha
=
0.90
90.1-07 App A steel-framed wall, standard framing 3.5" depth
90.1-07 Min Wall Nonres Zone 4-8
Layer
Code
Description
Thickness
1
M146
90.1-07 Min ext air film
2
M131
90.1-07 Min stucco
Conductivity
Density
Specific Heat
0.17 ft²·hr·°F/Btu
0.38 in.
0.40 Btu/hr·ft·°F
116.00 lb/cu ft
0.20 Btu/lb·°F
3
M60
5/8 in. Gypsum Board-horiz
0.63 in.
0.09 Btu/hr·ft·°F
50.00 lb/cu ft
0.26 Btu/lb·°F
4
M207
90.1-07 Min insulation R-13
3.50 in.
0.05 Btu/hr·ft·°F
2.00 lb/cu ft
0.20 Btu/lb·°F
2.25 in.
0.03 Btu/hr·ft·°F
2.00 lb/cu ft
0.20 Btu/lb·°F
0.63 in.
0.09 Btu/hr·ft·°F
50.00 lb/cu ft
0.26 Btu/lb·°F
5
M152
6
M60
90.1-07 Min insulation R-7.5 ci
5/8 in. Gypsum Board-horiz
7
M159
90.1-07 Min Roof int air film
Lamda =
Delta
=
0.97
2 hours
0.61 ft²·hr·°F/Btu
Weight
=
9.88 lb/ft²
U-Value
=
0.065 Btu/hr·ft²·°F
Heat Capacity
=
2.29 Btu/ft²·lb·°F
C-Coefficient
=
0.0500 Btu/hr·ft²·°F
Project Name:
214180
Dataset Name:
214180 PEEDEE.TRC
Resistance
Alpha
=
0.90
TRACE® 700 v6.3
152
Page 3 of 15
Library Members
Glass types
Properties based on Std DS Glass
Single Clear 1/4"
Number of Panes
1
Shading Coeff
0.95
Glass U-Value
0.95
Btu/hr·ft²·°F
Visible Transmissivity
0.78
Inside Solar Reflectivity
0.13
Inside Visible Reflectivity
0.14
Outside Long Wave Emissivity
0.84
Solar Transmissivity
0.69
Inside Long Wave Emissivity
0.84
Properties based on Std DS Glass
90.1-07 Min Swinging Nonres Zone 1-6
Number of Panes
1
Shading Coeff
0.00
Glass U-Value
0.70
Btu/hr·ft²·°F
Visible Transmissivity
0.00
Inside Solar Reflectivity
0.00
Inside Visible Reflectivity
0.00
Outside Long Wave Emissivity
0.00
Solar Transmissivity
0.00
Inside Long Wave Emissivity
0.00
Properties based on Std DS Glass
90.1 Window Zone 4 Nonmetal Frame
Number of Panes
2
Shading Coeff
0.46
Glass U-Value
0.40
Btu/hr·ft²·°F
Visible Transmissivity
0.90
Inside Solar Reflectivity
0.15
Inside Visible Reflectivity
0.15
Outside Long Wave Emissivity
0.90
Solar Transmissivity
0.90
Inside Long Wave Emissivity
0.90
Properties based on Std DS Glass
90.1 Skylight Zone 4-6 Curb Glass 0-2%
Number of Panes
2
Shading Coeff
0.56
Glass U-Value
1.17
Btu/hr·ft²·°F
Visible Transmissivity
0.90
Inside Solar Reflectivity
0.15
Inside Visible Reflectivity
0.15
Outside Long Wave Emissivity
0.90
Solar Transmissivity
0.90
Inside Long Wave Emissivity
0.90
Properties based on Std DS Glass
90.1 Baseline Swinging Door
Number of Panes
1
Shading Coeff
0.00
Glass U-Value
0.70
Btu/hr·ft²·°F
Visible Transmissivity
0.00
Inside Solar Reflectivity
0.15
Inside Visible Reflectivity
0.00
Outside Long Wave Emissivity
0.90
Solar Transmissivity
0.00
Inside Long Wave Emissivity
0.90
Lights
Recessed fluorescent, not vented, 80% load to space
Fixture Type
Percent Lights to RA
Ballast Factor
Project Name:
214180
Dataset Name:
214180 PEEDEE.TRC
RECFL-NV
20 %
Longwave Radiant Fraction
50 %
Shortwave Radiant Fraction
0%
1.00
TRACE® 700 v6.3
153
Page 4 of 15
Library Members
People
Member Name
People Density
General Office Space
Member Name
143.00 ft²/person
People Density
Hotel/Motel Lobby
33.30 ft²/person
Sensible Load
Latent Load
250.00 Btuh
200.00 Btuh
Sensible Load
Latent Load
250.00 Btuh
200.00 Btuh
Longwave Radiant Fraction
70 %
Longwave Radiant Fraction
70 %
Ventilation
Member Name
Area-based Rate (Ra)
People-based Rate (Rp)
Corridors
0.0 cfm/person
Member Name
0.1 cfm/ft²
Area-based Rate (Ra)
People-based Rate (Rp)
Museums/ galleries
8.0 cfm/person
Member Name
0.1 cfm/ft²
Heating Design
Cooling Design
Occupiable storage rooms for dry materia
5.0 cfm/person
Member Name
0.1 cfm/ft²
Area-based Rate (Ra)
People-based Rate (Rp)
Office space
5.0 cfm/person
0.1 cfm/ft²
Overhang - Shading
Pee Dee Overhang
Project Name:
214180
Dataset Name:
214180 PEEDEE.TRC
0.00 ft
1.00 ft
8.50 ft
TRACE® 700 v6.3
154
Page 5 of 15
Library Members
Schedules
Cooling Only (Design)
January - December
Cooling design to Sunday
Heating Design
Simulation type: Reduced year
Start time
End time
Percentage
Midnight
Midnight
100.0
Start time
End time
Percentage
Midnight
Midnight
Utilization
Utilization
0.0
Off (0%)
Simulation type: Reduced year
January - December
Cooling design to Sunday
Start time
End time
Status
Midnight
Midnight
Off
Available (100%)
January - December
Equipment operation
Simulation type: Reduced year
Cooling design to Sunday
Heating Design
Project Name:
214180
Dataset Name:
214180 PEEDEE.TRC
Start time
End time
Percentage
Midnight
Midnight
100.0
Start time
End time
Percentage
Midnight
Midnight
100.0
Utilization
Utilization
TRACE® 700 v6.3
155
Page 6 of 15
Library Members
Schedules
People - Pee Dee WW
January - December
Cooling design to Weekday
Heating Design
January - December
Saturday to Sunday
Project Name:
214180
Dataset Name:
214180 PEEDEE.TRC
Simulation type: Reduced year
Percentage
Start time
End time
Midnight
6 a.m.
0.0
6 a.m.
7 a.m.
5.0
7 a.m.
8 a.m.
5.0
8 a.m.
10 a.m.
15.0
10 a.m.
11 a.m.
50.0
11 a.m.
2 p.m.
5.0
2 p.m.
3 p.m.
100.0
3 p.m.
4 p.m.
20.0
4 p.m.
7 p.m.
5.0
7 p.m.
Midnight
0.0
Start time
End time
Midnight
Midnight
Start time
End time
Midnight
Midnight
Percentage
Utilization
Utilization
0.0
Percentage
Utilization
0.0
TRACE® 700 v6.3
156
Page 7 of 15
Library Members
Schedules
Lights - Low rise office
January - December
Cooling design to Weekday
Heating Design
January - December
Saturday to Sunday
Project Name:
214180
Dataset Name:
214180 PEEDEE.TRC
Simulation type: Reduced year
Start time
End time
Percentage
Midnight
7 a.m.
5.0
7 a.m.
8 a.m.
80.0
8 a.m.
10 a.m.
90.0
10 a.m.
noon
95.0
noon
2 p.m.
80.0
2 p.m.
4 p.m.
90.0
4 p.m.
5 p.m.
95.0
5 p.m.
6 p.m.
80.0
6 p.m.
7 p.m.
70.0
7 p.m.
8 p.m.
60.0
8 p.m.
9 p.m.
40.0
9 p.m.
10 p.m.
30.0
10 p.m.
Midnight
20.0
Start time
End time
Percentage
Midnight
Midnight
Start time
End time
Percentage
Midnight
Midnight
5.0
Utilization
Utilization
0.0
Utilization
TRACE® 700 v6.3
157
Page 8 of 15
Library Members
Schedules
Misc - Low rise office
January - December
Cooling design to Weekday
Heating Design
January - December
Saturday to Sunday
Project Name:
214180
Dataset Name:
214180 PEEDEE.TRC
Simulation type: Reduced year
Start time
End time
Percentage
Midnight
7 a.m.
5.0
7 a.m.
8 a.m.
80.0
8 a.m.
10 a.m.
90.0
10 a.m.
noon
95.0
noon
2 p.m.
80.0
2 p.m.
4 p.m.
90.0
4 p.m.
5 p.m.
95.0
5 p.m.
6 p.m.
80.0
6 p.m.
7 p.m.
70.0
7 p.m.
8 p.m.
60.0
8 p.m.
9 p.m.
40.0
9 p.m.
10 p.m.
30.0
10 p.m.
Midnight
20.0
Start time
End time
Percentage
Midnight
Midnight
Start time
End time
Percentage
Midnight
Midnight
5.0
Utilization
Utilization
0.0
Utilization
TRACE® 700 v6.3
158
Page 9 of 15
Library Members
Schedules
People - Lowrise Bldg
January - December
Cooling design to Weekday
Heating Design
January - December
Saturday to Sunday
Project Name:
214180
Dataset Name:
214180 PEEDEE.TRC
Simulation type: Reduced year
Percentage
Start time
End time
Midnight
6 a.m.
0.0
6 a.m.
7 a.m.
10.0
7 a.m.
8 a.m.
30.0
8 a.m.
11 a.m.
100.0
11 a.m.
1 p.m.
80.0
1 p.m.
5 p.m.
100.0
5 p.m.
6 p.m.
10.0
6 p.m.
Midnight
0.0
Start time
End time
Midnight
Midnight
Start time
End time
Midnight
Midnight
Percentage
Utilization
Utilization
0.0
Percentage
Utilization
0.0
TRACE® 700 v6.3
159
Page 10 of 15
Library Members
Schedules
People - Low Rise Office
January - December
January - December
Cooling design to Weekday
Saturday to Sunday
Heating Design
Project Name:
214180
Dataset Name:
214180 PEEDEE.TRC
Simulation type: Reduced year
Percentage
Start time
End time
Midnight
7 a.m.
0.0
7 a.m.
8 a.m.
30.0
8 a.m.
11 a.m.
100.0
11 a.m.
noon
80.0
noon
1 p.m.
40.0
1 p.m.
2 p.m.
80.0
2 p.m.
5 p.m.
100.0
5 p.m.
6 p.m.
30.0
6 p.m.
9 p.m.
10.0
9 p.m.
Midnight
5.0
Start time
End time
Percentage
Midnight
Midnight
Start time
End time
Midnight
Midnight
Utilization
Utilization
0.0
Percentage
Utilization
0.0
TRACE® 700 v6.3
160
Page 11 of 15
Library Members
Utility Rates
From Amendment 4
Fitness Center WW
Electric consumption
Min Charge
0
Start period
January
Off peak
Min demand
0
End period
December
Fuel adjustment
0
kWh/kW flag
No
Customer charge
0
Electric consumption
Min Charge
0
Start period
January
On peak
Min demand
0
End period
December
Fuel adjustment
0
kWh/kW flag
No
Customer charge
0
Min Charge
0
Start period
January
Water
On peak
Oil
On peak
Project Name:
214180
Dataset Name:
214180 PEEDEE.TRC
Min demand
0
Fuel adjustment
0
kWh/kW flag
No
Customer charge
0
Min Charge
0
Min demand
0
Fuel adjustment
0
kWh/kW flag
No
Customer charge
0
End period
December
Start period
January
End period
December
Rate
$
Rate
$
Cutoff
4.800
Rate
$
Cutoff
0.060
Rate
$
Cutoff
0.060
Cutoff
2.690
TRACE® 700 v6.3
161
Page 12 of 15
Library Members
Cooling Equipment
TRACE® 700 Cooling Equipment Library
90.1-07 Min ACHP AllHeat SS < 65 MBh
Air-cooled unitary - Air to air heat pump
Comments: Air Cooled, Electrically Operated HP, CV, All Heating SS
Operating Mode
Capacity
Cooling
tons
Heat Recovery
14.40
Mbh/ton
Tank Charging
Tank Chrg. & Heat Rec.
Unloading Curves
Primary
Power consumed
90.1 min Air to Air HP
90.1 Min Air-Air HP
Ambient modification
Capacity
Load Shed Economizer
No
Evap Precooling
No
Fuel Source
Heating plant
Fuel type
Electric
Free cooling type
None
Fluid cooler type
None
Thermal Storage
None
Tower/condenser
90.1 Min Air Cooled Condenser
Package energy breakout
Primary fan
Included in full load energy rate
Yes
Energy Rate
11.100 Packaged EER
7.700 Packaged EER
214180
Dataset Name:
214180 PEEDEE.TRC
Type
None
None
None
None
Secondary
Reset
Based On
90_1 AAHP Power Consumed Curve E
90_1 AAHP Ambient Relief Curve Chilled water
None
90.1 HP Htg Cap Curve
Condenser water None
Chilled water temp Design leaving
Chilled water temp Difference
Condenser temp design temp entering
Condenser temp min. operating
Condenser temp Difference
Reject Cond heat to ref
Reject Cond heat at water temp
Apply same fans for heat recovery energy breakout:
Project Name:
Pumps
Chilled water
Condenser water
Ht Rec or aux cond.
Free cooling pump
Secondary fan
No
Exhaust fan
No
Optional ventilation fan
No
Reset Curve
Pump Head
Full Load Consumption
0.000000 kW
0.00000 kW
kW
Max
Reset TD
Miscellaneous accessories
Cntl panel & interlocks - 0.1 KW
44.00°F
12.00°F
95.00°F
17.00°F
0.00°F
Heat rejection equipment
Condenser fan
Yes
Yes
TRACE® 700 v6.3
162
Page 13 of 15
Library Members
Cooling Equipment
TRACE® 700 Cooling Equipment Library
90.1-07 Min ACHP AllHeat SP < 65 MBh
Air-cooled unitary - Air to air heat pump
Comments: Air Cooled, Electrically Operated HP, CV, All Heating SP
Operating Mode
Capacity
Cooling
tons
Heat Recovery
14.40
Mbh/ton
Tank Charging
Tank Chrg. & Heat Rec.
Unloading Curves
Primary
Power consumed
90.1 min Air to Air HP
90.1 Min Air-Air HP
Ambient modification
Capacity
Load Shed Economizer
No
Evap Precooling
No
Fuel Source
Heating plant
Fuel type
Electric
Free cooling type
None
Fluid cooler type
None
Thermal Storage
None
Tower/condenser
90.1 Min Air Cooled Condenser
Package energy breakout
Primary fan
Included in full load energy rate
Yes
Energy Rate
11.000 Packaged EER
7.700 Packaged EER
Pumps
Chilled water
Condenser water
Ht Rec or aux cond.
Free cooling pump
Type
None
None
None
None
Secondary
Reset
Based On
90_1 AAHP Power Consumed Curve E
90_1 AAHP Ambient Relief Curve Chilled water
None
90.1 HP Htg Cap Curve
Condenser water None
Chilled water temp Design leaving
Chilled water temp Difference
Condenser temp design temp entering
Condenser temp min. operating
Condenser temp Difference
Reject Cond heat to ref
Reject Cond heat at water temp
Secondary fan
No
Apply same fans for heat recovery energy breakout:
Exhaust fan
No
Optional ventilation fan
No
Reset Curve
Pump Head
Full Load Consumption
0.000000 kW
0.00000 kW
kW
Max
Reset TD
Miscellaneous accessories
Cntl panel & interlocks - 0.1 KW
44.00°F
12.00°F
95.00°F
17.00°F
0.00°F
Heat rejection equipment
Condenser fan
Yes
Yes
Fans
90.1-07 Min VAV FC Centrifugal
Fan type
Comments
Full load energy
Unloading curve
Variable volume
G3.1.3.15 VAV PERFORMACE
0.00035 kW/Cfm-in wg
90.1-07 Min VAV
90.1 FC Centrifugal WW
Fan type
Comments
Full load energy
Unloading curve
Project Name:
214180
Dataset Name:
214180 PEEDEE.TRC
Constant volume
G3.1.2.9 Forward curved Centrifugal fan constant volume WW
0.00064 kW/Cfm
Fan Curve Straight Line
TRACE® 700 v6.3
163
Page 14 of 15
Library Members
Heating Equipment
Default electric resistance
ROOFTOP ELECTRIC HEAT
Electric resistance
Utility
Electric
Mbh
100.000
Percent efficient
None
0.00
kW
°F
None
Htg Straight Line
Comments
Category
Heat Source
Fuel Type
Capacity
Energy Rate
Hot Water Pump
Hot Water Pump Full Load
Hot Water Leaving temp
Storage tank
Unloading Curve
Miscellaneous Accessories
Heat Rejection
90.1 Min Air Cooled Condenser
Comments
Capacity
Energy consumption
Low speed consumpt
Fluid type
Condenser type
Number of cells
% Air at low Speed
Approach Temp
Temp Range
Wet bulb Temp
Design water flow rate
Makeup water flow rate
Hourly Amb WB Offset
Unloading curve
For Air-cooled Centrifugal
100.00 Percent
0.06 kW/ton
14.30 Percent full load
Water
Air-cooled condenser
1
50.00
10.00 °F
10.00 °F
78.00 °F
3.00 gpm/ton
0.00 gal/ton-hr
°F
Cooling Tower with 2-Speed Fan
Project Name:
214180
Dataset Name:
214180 PEEDEE.TRC
Coil load assignmen
+ Main
Direct evaporator
+ Indirect evaporator
+ Auxiliary
+ Optional ventilation
+ Misc cooling load
TRACE® 700 v6.3
164
Page 15 of 15
ENTERED VALUES
Walls by Cardinal Direction
By WILEYWILSON
Alternative 1
0.00
East Facing
0.00
1.00
Glass
Room
Description
Wall
Description
Area
Dir
Tilt Const Type
102 - Multi-Use Exhibit
E
238.0
90
Opening - 2
0 Pee Dee
Door
Opening - 1
Window
1.00
2.00
U Value
Btu/h·ft²·°F
0.0394
Alpha Type
SHGC
90.1 Baseline Swinging Door 21.0
0.00
90.1 Window Zone 4 Nonmetal
14.0
Frame 0.40
E
38.0
90
0 Pee Dee
0.0394
0.90
117 - Women
E
65.0
90
0 Pee Dee
0.0394
0.90
118 - Men
E
65.0
90
0 Pee Dee
0.0394
0.90
119 - Break
E
68.0
90
0 Pee Dee
0.0394
0.90
14.01
0.0394
14.0
0.20
North Facing
0.00
Area
102 - Multi-Use Exhibit
N
138.0
107 - LE Office
N
138.0
1.00
Tilt Const Type
U Value
Btu/h·ft²·°F
0
0 Pee Dee
0.0394
0.90
0
0 Pee Dee
Window
0.0394
0.90
0 Pee Dee
Window
0.0394
0 Pee Dee
Window
0.0394
0 Pee Dee
Door
0.0394
Opening - 2
Opening - 1
Window
Dir
Opening - 1
113 - PM Office
N
2.00
105.0
0
Opening - 1
115 - Asst PM Office
N
3.00
105.0
0
Opening - 1
N
148.0
0
634.0
Project Name:
Dataset Name:
0.7000
Overhang - None
None
0.4000
Overhang - None
None
0.5500
Glass
Wall
Description
4.00
5.00
Internal
Shading
External
Shading
1.00
Room
Description
119 - Break
U Value
Btu/h·ft²·°F
0.90
104 - Reception
474.0
Area
ft²
214180
C:\Users\slittle\Documents\TRACE 700 Projects\214180 PEEDEE.TRC
Alpha Type
Area
ft²
SHGC
0.0394
External
Shading
Internal
Shading
90.1 Window Zone 4 Nonmetal
14.0
Frame 0.40
0.4000
Overhang - None
None
90.1 Window Zone 4 Nonmetal
14.0
Frame 0.40
Overhang - Pee Dee Overhang None
0.4000
90.1 Window Zone 4 Nonmetal
14.0
Frame 0.40
Overhang - Pee Dee Overhang None
0.4000
90.1 Baseline Swinging Door 21.0
Overhang - None
None
0.7000
Overhang - Pee Dee Overhang None
0.4000
0.90
0.90
0.90
0.00
90.1 Window Zone 4 Nonmetal
14.0
Frame 0.40
70.05
U Value
Btu/h·ft²·°F
56.0
0.32
0.4600
165
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
Alternative - 1 Entered Values - Rooms Page 1 of 6
ENTERED VALUES
Walls by Cardinal Direction
By WILEYWILSON
South Facing
0.00
1.00
Glass
Room
Description
Wall
Description
Area
Dir
Tilt Const Type
101 - Entry
S
105.0
180
0 Pee Dee
Window
0.0394
0.90
260.0
180
0.0394
0.90
Opening - 2
0 Pee Dee
Window
Opening - 1
Window
1.00
Opening - 1
102 - Multi-Use Exhibit
S
2.00
3.00
104 - Reception
203.0
S
4.00
180
Opening - 1
105 - Storage
S
53.0
180
U Value
Btu/h·ft²·°F
0 Pee Dee
Window
0.0394
0 Pee Dee
0.0394
171.22
621.0
Alpha Type
Area
ft²
SHGC
Overhang - Pee Dee Overhang None
0.4000
90.1 Window Zone 4 Nonmetal3.1
Frame 0.40
90.1 Window Zone 4 Nonmetal
28.0
Frame 0.40
Overhang - None
None
0.4000
Overhang - Pee Dee Overhang None
0.4000
90.1 Window Zone 4 Nonmetal
28.0
Frame 0.40
Overhang - Pee Dee Overhang None
0.4000
0.90
0.90
0.0394
101.2
0.40
0.4000
1.00
Wall
Description
102 - Multi-Use Exhibit
W
105 - Storage
Dir
Tilt Const Type
U Value
Btu/h·ft²·°F
38.0
270
0 Pee Dee
0.0394
0.90
W
65.0
270
0 Pee Dee
0.0394
0.90
106 - IT Room
W
63.0
270
0 Pee Dee
0.0394
0.90
107 - LE Office
W
90.0
270
0 Pee Dee
Window
0.0394
0.90
1.00
Area
Opening - 1
Alpha Type
108 - Closet
W
25.0
270
0 Pee Dee
0.0394
0.90
112 - Mech
W
55.0
270
0 Pee Dee
0.0394
0.90
113 - PM Office
W
95.0
270
0 Pee Dee
Window
0.0394
0.90
0 Pee Dee
0.0394
2.00
Opening - 1
W
58.0
270
489.0
Note:
Internal
Shading
Glass
Room
Description
Total Area
External
Shading
90.1 Window Zone 4 Nonmetal
Frame 0.40
42.0
West Facing
0.00
114 - Closet
U Value
Btu/h·ft²·°F
199.24
2,218
0.0394
Area
ft²
SHGC
U Value
Btu/h·ft²·°F
External
Shading
Internal
Shading
90.1 Window Zone 4 Nonmetal
14.0
Frame 0.40
0.4000
Overhang - None
None
90.1 Window Zone 4 Nonmetal
14.0
Frame 0.40
0.4000
Overhang - None
None
0.90
28.0
0.40
0.4000
199
1. The areas include the floor multiplier and the room multiplier.
Project Name:
Dataset Name:
214180
C:\Users\slittle\Documents\TRACE 700 Projects\214180 PEEDEE.TRC
166
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
Alternative - 1 Entered Values - Rooms Page 2 of 6
ENTERED VALUES
Walls by Cardinal Direction
By WILEYWILSON
2. Door areas are not included in the glass area totals.
Project Name:
Dataset Name:
214180
C:\Users\slittle\Documents\TRACE 700 Projects\214180 PEEDEE.TRC
167
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
Alternative - 1 Entered Values - Rooms Page 3 of 6
ENTERED VALUES
Walls by Cardinal Direction
By WILEYWILSON
Alternative 2
0.00
East Facing
0.00
1.00
Glass
Room
Description
Wall
Description
Area
Dir
102 - Multi-Use Exhibit
E
238.0
90
1.00
2.00
Opening - 2
U Value
Btu/h·ft²·°F
Tilt Const Type
0 90.1-07 Min Wall Nonres
Door
0.0646
Alpha Type
104 - Reception
E
38.0
90
0 90.1-07 Min Wall Nonres
0.0646
0.90
117 - Women
E
65.0
90
0 90.1-07 Min Wall Nonres
0.0646
0.90
118 - Men
E
65.0
90
0 90.1-07 Min Wall Nonres
0.0646
0.90
119 - Break
E
68.0
90
0 90.1-07 Min Wall Nonres
0.0646
0.90
14.01
474.0
SHGC
0.7000
Overhang - None
None
90.1 Window Zone 4 Nonmetal
14.0
Frame 0.40
0.4000
Overhang - None
None
0.0646
14.0
0.20
Glass
Wall
Description
Area
102 - Multi-Use Exhibit
N
138.0
0
0 90.1-07 Min Wall Nonres
0.0646
0.90
107 - LE Office
N
138.0
0
0 90.1-07 Min Wall Nonres
Window
0.0646
0.90
0 90.1-07 Min Wall Nonres
Window
0.0646
0 90.1-07 Min Wall Nonres
Window
0.0646
0 90.1-07 Min Wall Nonres
Door
0.0646
1.00
Dir
Opening - 1
113 - PM Office
N
2.00
105.0
0
Opening - 1
115 - Asst PM Office
N
3.00
105.0
0
Opening - 1
N
148.0
Opening - 2
0
U Value
Btu/h·ft²·°F
Tilt Const Type
Window
Opening - 1
634.0
Project Name:
Dataset Name:
0.5500
1.00
Room
Description
4.00
5.00
Internal
Shading
External
Shading
90.1-07 Min Swinging Nonres21.0
Zone 1-60.00
North Facing
0.00
119 - Break
U Value
Btu/h·ft²·°F
0.90
Window
Opening - 1
Area
ft²
214180
C:\Users\slittle\Documents\TRACE 700 Projects\214180 PEEDEE.TRC
70.05
0.0646
Alpha Type
Area
ft²
SHGC
U Value
Btu/h·ft²·°F
External
Shading
Internal
Shading
90.1 Window Zone 4 Nonmetal
14.0
Frame 0.40
0.4000
Overhang - None
None
90.1 Window Zone 4 Nonmetal
14.0
Frame 0.40
0.4000
Overhang - None
None
90.1 Window Zone 4 Nonmetal
14.0
Frame 0.40
0.4000
Overhang - None
None
90.1-07 Min Swinging Nonres21.0
Zone 1-60.00
0.7000
Overhang - None
None
90.1 Window Zone 4 Nonmetal
14.0
Frame 0.40
0.4000
Overhang - None
None
0.90
0.90
0.90
56.0
0.32
0.4600
168
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
Alternative - 2 Entered Values - Rooms Page 4 of 6
ENTERED VALUES
Walls by Cardinal Direction
By WILEYWILSON
South Facing
0.00
1.00
Glass
Room
Description
Wall
Description
Area
Dir
101 - Entry
S
105.0
180
0 90.1-07 Min Wall Nonres
Window
0.0646
0.90
260.0
180
0 90.1-07 Min Wall Nonres
Window
0.0646
0.90
1.00
Opening - 1
102 - Multi-Use Exhibit
S
2.00
3.00
Opening - 2
203.0
S
4.00
180
Opening - 1
105 - Storage
S
Alpha Type
Window
Opening - 1
104 - Reception
Tilt Const Type
U Value
Btu/h·ft²·°F
53.0
180
0 90.1-07 Min Wall Nonres
Window
0.0646
0 90.1-07 Min Wall Nonres
0.0646
171.22
621.0
Area
ft²
SHGC
0.4000
Overhang - None
None
90.1 Window Zone 4 Nonmetal3.1
Frame 0.40
0.4000
Overhang - None
None
90.1 Window Zone 4 Nonmetal
28.0
Frame 0.40
0.4000
Overhang - None
None
90.1 Window Zone 4 Nonmetal
28.0
Frame 0.40
0.4000
Overhang - None
None
0.90
0.0646
101.2
0.40
0.4000
1.00
Glass
Wall
Description
102 - Multi-Use Exhibit
W
38.0
270
0 90.1-07 Min Wall Nonres
0.0646
0.90
105 - Storage
W
65.0
270
0 90.1-07 Min Wall Nonres
0.0646
0.90
106 - IT Room
W
63.0
270
0 90.1-07 Min Wall Nonres
0.0646
0.90
107 - LE Office
W
90.0
270
0 90.1-07 Min Wall Nonres
Window
0.0646
0.90
1.00
Area
Dir
Opening - 1
Tilt Const Type
U Value
Btu/h·ft²·°F
Alpha Type
108 - Closet
W
25.0
270
0 90.1-07 Min Wall Nonres
0.0646
0.90
112 - Mech
W
55.0
270
0 90.1-07 Min Wall Nonres
0.0646
0.90
113 - PM Office
W
95.0
270
0 90.1-07 Min Wall Nonres
Window
0.0646
0.90
0 90.1-07 Min Wall Nonres
0.0646
2.00
Opening - 1
W
58.0
270
489.0
Note:
Internal
Shading
0.90
Room
Description
Total Area
External
Shading
90.1 Window Zone 4 Nonmetal
Frame 0.40
42.0
West Facing
0.00
114 - Closet
U Value
Btu/h·ft²·°F
199.24
2,218
0.0646
Area
ft²
SHGC
U Value
Btu/h·ft²·°F
External
Shading
Internal
Shading
90.1 Window Zone 4 Nonmetal
14.0
Frame 0.40
0.4000
Overhang - None
None
90.1 Window Zone 4 Nonmetal
14.0
Frame 0.40
0.4000
Overhang - None
None
0.90
28.0
0.40
0.4000
199
1. The areas include the floor multiplier and the room multiplier.
Project Name:
Dataset Name:
214180
C:\Users\slittle\Documents\TRACE 700 Projects\214180 PEEDEE.TRC
169
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
Alternative - 2 Entered Values - Rooms Page 5 of 6
ENTERED VALUES
Walls by Cardinal Direction
By WILEYWILSON
2. Door areas are not included in the glass area totals.
Project Name:
Dataset Name:
214180
C:\Users\slittle\Documents\TRACE 700 Projects\214180 PEEDEE.TRC
170
TRACE® 700 v6.3 calculated at 04:10 PM on 11/18/2014
Alternative - 2 Entered Values - Rooms Page 6 of 6
Preliminary Duct Static Calculations
HP-1 Supply Duct
Total Length of Duct (Longest Run)
Length x2 for Fitting Losses
Equivialent Length of Duct
Average Loss per 100 FT
Duct Loss
Diffuser Pressure Drop
Total Loss
HP-1 Return Duct
Total Length of Duct (Longest Run)
Length x 2 for Fitting Losses
Equivialent Length of Duct
Average Loss per 100 FT
Duct Loss
Pressure Drop of Return Grille
Total Loss
HP-2 Supply Duct
Total Length of Duct (Longest Run)
Length x2 for Fitting Losses
Equivialent Length of Duct
Average Loss per 100 FT
Duct Loss
Diffuser Pressure Drop
Total Loss
HP-2 Return Duct
Total Length of Duct (Longest Run)
Length x 2 for Fitting Losses
Equivialent Length of Duct
Average Loss per 100 FT
Duct Loss
Pressure Drop of Return Grille
Total Loss
55
110
165
0.07
0.1155
0.1
FT
FT
FT
IN-H2O/100 FT
IN-H2O
IN-H2O
0.22
IN-H2O
65
130
195
0.07
0.14
0.1
FT
FT
FT
IN-H2O/100 FT
IN-H2O
IN-H2O
0.24
IN-H2O
30
60
90
0.07
0.063
0.1
FT
FT
FT
IN-H2O/100 FT
IN-H2O
IN-H2O
0.16
IN-H2O
35
70
105
0.07
0.07
0.1
FT
FT
FT
IN-H2O/100 FT
IN-H2O
IN-H2O
0.17
IN-H2O
171
Submittal
Prepared For:
Wiley Wilson
Date: October 24, 2014
Engineer:
Wiley Wilson
Job Name:
Engineering Budget Pricing
Trane U.S. Inc. is pleased to provide the enclosed submittal for your review and approval.
Product Summary
Qty
Product
2
Split System Air Conditioning Units (Small)
The attached information describes the equipment we propose to
furnish for this project, and is submitted for your approval.
Jason Williamson
Trane
10408 Lakeridge Parkway, Suite 100
Ashland, VA 23005-8124
Phone: (804) 747-3588
Fax: (804) 273-0119
J:\JOBS\25\66136\9\WW Split System Heat Pump Submittal October 24th.doc
172
Table Of Contents
Product Summary ...........................................................................................................................1
Split System Air Conditioning Units (Small) (Items A1, A2).......................................................3
Tag Data .................................................................................................................................................. 3
Product Data ............................................................................................................................................ 3
Performance Data .................................................................................................................................... 3
Mechanical Specifications ........................................................................................................................ 5
Unit Dimensions ....................................................................................................................................... 7
Weight, Clearance & Rigging Diagram ................................................................................................... 15
Field Installed Options - Part/Order Number Summary ............................................................16
Split System Air Conditioning Units (Small) ........................................................................................... 16
173
Engineering Budget Pricing
October 24, 2014
Tag Data - Split System Air Conditioning Units (Small) (Qty: 2)
Item Tag(s)
Qty Description
Model Number
A1
2 TON
1
2 Ton Split System Heat Pump 4TWR7024A1000-TAM7A0B30H21SD
A2
3 TON
1
3 Ton Split System Heat Pump 4TWR7036B1000-TAM7A0C36H31SD
Product Data - Split System Air Conditioning Units (Small)
Item: A1 Qty: 1 Tag(s): 2 TON
4TWR7 Heat Pump Outdoor Unit
2 Ton - Nominal Cooling Capacity
Major design sequence
200 - 230 Volt 1 Phase 60 Hertz
Trane
Multi-poise 4-way
Best, Retail replacement hi eff varspeed
Major designs sequence
21.0" wide x 21.5" deep
2.5 Ton air handler
High EFF Multi-speed
Power Supply
System Control Type
7.21/9.60 kW Electric Htr w/Ckt Brk for 208/240V 1 Phase 60 Hz (Fld)
Item: A2 Qty: 1 Tag(s): 3 TON
4TWR7 Heat Pump Outdoor Unit
3 Ton - Nominal Cooling Capacity
Major Design Sequence
200 - 230 Volt 1 Phase 60 Hertz
Trane
Multi-poise 4-way
Best, Retail replacement hi eff varspeed
Major designs sequence
23.5" wide x 21.5" deep
3 Ton air handler
High EFF Multi-speed
Power Supply
System Control Type
10.80/14.40 kW Htr w/Ckt Brk 208/240/1 (Fld)
Single point entry kit (Fld)
Performance Data - Split System Air Conditioning Units (Small)
Tags
Design clg outdoor DB (F)
Cooling EDB (F)
Cooling EWB (F)
Rated gross capacity (AHRI) (Btuh)
Clg net total capacity (Btuh)
Clg net sensible capacity (Btuh)
Clg net latent capacity (Btuh)
Calc clg LDB (F)
Calc clg LWB (F)
SEER @ AHRI (btuh/watt)
EER @ AHRI (EER)
Cooling airflow (cfm)
Min system airflow clg (cfm)
Max system airflow clg (cfm)
Min system airflow htg (cfm)
Max system airflow htg (cfm)
AHRI airflow (cfm)
AHRI reference number ( )
Compressor power @ (specific Ambient) (W)
FLD = Furnished by Trane U.S. Inc. / Installed by
Others
2 TON
95.00
80.00
67.00
25800.00
25100.00
17600.00
7500.00
59.30
56.70
17.00
13.0
800
700
900
700
900
940
5773514
1698.0
3 TON
95.00
80.00
67.00
36000.00
35900.00
26700.00
9200.00
59.10
57.20
17.00
13.0
1200
1050
1350
1050
1350
1225
7039031
2420.0
Equipment Submittal
Page 3 of 16
174
Engineering Budget Pricing
Tags
Condenser fan power @ (specific SP) (W)
Supply fan power @ (specified SP) (W)
ASHRAE 90.1 S6.4.1 compliant
Htg outdoor DB (F)
Heating airflow (cfm)
Heating capacity @ 47F (Btuh)
COP @ AHRI 47F (with Air Handler) (COP)
COP @ AHRI 17F (with Air Handler) (COP)
Heating capacity @ 17F (Btuh)
HSPF @ AHRI (btuh/watt)
Heating EDB (F)
Htg system net capacity (Btuh)
Htg system LDB (F)
AHRI high compressor power heating mode (W)
AHRI low compressor pwer heating mode (W)
AHRI condenser fan power heating mode (W)
AHRI supply fan power heating mode (W)
Blower capability
80 to 90 second blower off delay
OD AHRI Model (Each)
Electric heat capacity @ 208 Volts (Btuh)
Electric heat capacity @ 240 Volts (Btuh)
FLD = Furnished by Trane U.S. Inc. / Installed by
Others
October 24, 2014
2 TON
121.0
166.0
Yes
17.00
800
25000.00
4.00
2.76
15200.00
8.50
70.00
15000.00
87.40
1544.0
1327.0
121.0
166.0
2.0 ton to
2.5 ton
airflow
Not
Required
-1.00
-
3 TON
125.0
224.0
Yes
17.00
1200
34000.00
3.90
2.60
21200.00
9.00
70.00
21100.00
86.30
2205.0
2040.0
125.0
224.0
3.0 ton to
3.5 ton
airflow
Not
Required
-1.00
36900.00
49200.00
Equipment Submittal
Page 4 of 16
175
Engineering Budget Pricing
October 24, 2014
Mechanical Specifications - Split System Air Conditioning Units (Small)
Item: A1, A2 Qty: 2 Tag(s): 2 TON, 3 TON
Air-Tite IITM cabinet
- 2% or less air leakage
- Precision applied - durable door seals - Specially designed air seal around
refrigerant, condensate and conduit
connections
- Double wall foamed cabinet system - R-4.2 insulating value
- No loose fiber design
- Smooth cleanable interior design - Sweat eliminating design
- Composite foamed cabinet doors - Water proof cabinet design
- Integrated horizontal drain pans
- Modular cabinet with 5/16" allen wrench "quick latch" design
Multi-position up/down flow horizontal left/ right
Side return option (sold as accessory)
Control board protection pocket built into cabi-net wall
Alert port to view control board codes without door removal
Alert code notification
Low voltage terminal connection point
Quarter turn phillips head door fasteners
Vortica blower with polarized plug con-nections and integrated slide deck for easy emoval
Aluminum coil with integrated slide deck for easy removal and polarized plug connections on coil EEV
Patented enhanced coil fin
Electronic Expansion Valve (EEV) with low ambient and low superheat compressor protection
Dual refrigerant compatible as shipped
Slide in electric heaters with polarized plug connections (sold as accessory)
Slide in hot water coils with polarized plug connections (sold as accessory)
UVC light kit with safety switch and polarized plug connections (sold as accessory)
Labeled panels and connections
Molded in 1" standard filter rail
Variable speed ECM motor
Soft start fan motor operation
Comfort RTM mode
Built in fan delay modes
Maximum width of 23 1/2"
Compact 20 13/16" depth with doors removed
Two tone color
Fused 24v power
Safety door switch
Heater Section - 1 Phase Vertical Air Handler
A compartment is provided in the blower section for field installation of supplementary heater. Polarized plugs are
provided for making electrical connections to the air handler control box from the supplementary heater.
General - 4TWR7
The 4TWR6 is fully charged from the factory for matched indoor section and up to 15 feet of piping. This unit is designed
to operate at outdoor ambient temperatures as high as 115 Degrees Fahrenheit. Cooling capacities are matched with a
wide se-lection of air handlers and furnace coils that are AHRI certified. The unit shall be certified to UL 1995. Exterior is
designed for outdoor application.
Casing - 4TWR7
Unit casing is constructed of heavy gauge, G60 galvanized steel and painted with a weather-resistant powder paint on
all louvers and panels. Cor-rosion and weatherproof CMBP-G30 DuraTuff base.
Refrigerant Controls - 4TWR7
Refrigeration system controls include condenser fan, compressor contactor and high pressure switch. High and low
pressure controls are inherent to the compressor. A factory installed liquid line drier is standard.
Compressor - 4TWR7
The Climatuff 2-stage compressor features internal over temperature and pressure protection and hermetic motor.
Other features include: centrifugal oil pump and modular plugs for electrical connections.
FLD = Furnished by Trane U.S. Inc. / Installed by
Others
Equipment Submittal
Page 5 of 16
176
Engineering Budget Pricing
October 24, 2014
Condenser Coil - 4TWR7
The outdoor coil provides low airflow resistance and efficient heat transfer. The coil is protected on all four sides by
louvered panels.
Low Ambient Cooling - 4TWR7
As manufactured, this unit has a cooling capability to 55 Degrees Fahrenheit. For low ambient cool-ing below 55
Degrees Fahrenheit see Application Guide.
FLD = Furnished by Trane U.S. Inc. / Installed by
Others
Equipment Submittal
Page 6 of 16
177
Engineering Budget Pricing
October 24, 2014
Unit Dimensions - Split System Air Conditioning Units (Small)
Item: A1 Qty: 1 Tag(s): 2 TON
NOTES:
1. VERIFY WEIGHT, CONNECTION, AND ALL DIMENSION WITH
INSTALLER DOCUMENTS BEFORE INSTALLATION
21 13/16"
1 1/2"
14 3/8"
5 15/16"
1 1/2"
21 5/16" 18 3/8"
1 1/2"
LIQUID LINE 3/8"
GAS LINE 3/4"
9 3/16"
55 11/16"
3"
1 1/2"
45 1/2"
24 3/8"
21 13/16"
1 1/2"
17 1/8"
3 1/8"
1 1/2"
18 3/8"
1 1/2"
AIRHANDLER - TAM7A0B30
DRAWING
FLD = Furnished by Trane U.S. Inc. / Installed by
Others
Equipment Submittal
Page 7 of 16
178
Engineering Budget Pricing
October 24, 2014
Unit Dimensions - Split System Air Conditioning Units (Small)
Item: A1 Qty: 1 Tag(s): 2 TON
ELECTRICAL / GENERAL DATA
GENERAL
(1)(2)(4)
INDOOR MOTOR
Model:
TAM7A0B30H21SA
Unit Primary Voltage:
Unit Secondary Voltage:
Unit Hertz:
Unit Phase:
208
230
60
1
STANDARD
(5)
4.0/4.0
15.0/15.0
ELECTRIC HEAT
# of Circuit:
Phase:
Type:
REF. Line Connections
Coupling or Conn. Size - Gas:
Coupling or Conn. Size - Liq.:
(3)
1
0.5
Variable ECD
1
3.0
Type:
Furnished:
Number:
Recommended:
R-410A
Shipping:
Net:
Throwaway
No
1
20"x20"x1"
Weights
150.0 lb
138.0 lb
3/4"
3/8"
NOTES:
240 Volt / 208 Volt
Capacity Circuit #1:
Capacity Circuit #2:
Capacity Circuit #3:
Number:
Horsepower:
Motor Speed (RPM):
Phase:
Full Load Amps:
Locked Rotor Amps:
FILTERS
REFRIGERANT
230 Volt / 208 Volt
Minimum Circuit Ampacity:
Maximum Overload Protection:
(1)
9.60/7.20
N/A
N/A
1
1
Heater Amps Per Circuit Circuit #1:
Heater Amps Per Circuit Circuit #2:
Heater Amps Per Circuit Circuit #3:
40.0/34.60
N/A
N/A
Minimum Circuit Ampacity Circuit #1:
Minimum Circuit Ampacity Circuit #2:
Minimum Circuit Ampacity Circuit #3:
54.0/47.0
N/A
N/A
Maximum Overload Protection Circuit #1:
Maximum Overload Protection Circuit #2:
Maximum Overload Protection Circuit #3:
60.0/50.0
N/A
N/A
FLD = Furnished by Trane U.S. Inc. / Installed by
Others
1. These air handlers are a.r.i. certified with various split system air conditioners and heat pumps
(ari standard 210/240). refer tothesplit system outdoor unit product data guides for performance data.
2. 3/4" male plastic pipe (ref.: astm 1785-76)
3. Minimum filter size for horizontal applications will be based on airflow selection
and will be calculated as follows:
low velocity filter: face area (sq. ft.) = cfm / 300
high velocity filter: face area (sq. ft.) = cfm / 500
4. For customer ease of filter maintenance, it is recommended that a properly sized, remote filter and grille be
installed for horizontal applications. airflow should not exceed the face value of the filter being used
5. Standard mca and mop without electric heat.
Equipment Submittal
Page 8 of 16
179
Engineering Budget Pricing
October 24, 2014
Unit Dimensions - Split System Air Conditioning Units (Small)
Item: A1 Qty: 1 Tag(s): 2 TON
NOTES
1. TOP DISCHARGE AREA SHOULD BE UNRESTRICTED FOR AT LEAST 60"
ABOVE UNIT. UNIT SHOULD BE PLACED SO ROOF RUN-OFF WATER DOES NOT
POUR DIRECTLY ON UNIT, AND SHOULD BE AT LEAST 12" FROM WALL AND
ALL SURROUNDING SHRUBBERY ON TWO SIDES. OTHER TWO SIDES UNRESTRICTED.
2. ELECTRICAL AND REFRIGERANT COMPONENT CLEARANCES PER PREVAILING CODES.
3. VERIFY WEIGHT, CONNECTION, AND ALL DIMENSION WITH INSTALLER DOCUMENTS
BEFORE INSTALLATION
37 1/4"
SERVICE PANEL
SEE NOTE 2
34 1/4"
1"
ELECTRICAL
SERVICE PANEL
7/8" DIA. HOLE
LOW VOLTAGE
28"
41 1/8"
1 1/8" DIA. K.O. WITH
7/8" DIA. HOLE IN CONTROL
BOX BOTTOM FOR
ELECTRICAL POWER SUPPLY
1"
5 5/8"
LIQUID LINE SERVICE VALVE,
3/8" I.D. FEMALE BRAZE
CONNECTION WITH 1/4" SAE
FLARE PRESSURE TAP FITTING.
6"
3 3/8"
3 7/8"
GAS LINE 1/4" TURN BALL
SERVICE VALVE, 5/8" I.D. FEMALE
BRAZED CONNECTION WITH 1/4" SAE
FLARE PRESSURE TAP FITTING.
4TWR7024
OUTLINE DRAWING
FLD = Furnished by Trane U.S. Inc. / Installed by
Others
Equipment Submittal
Page 9 of 16
180
Engineering Budget Pricing
October 24, 2014
Unit Dimensions - Split System Air Conditioning Units (Small)
Item: A1 Qty: 1 Tag(s): 2 TON
ELECTRICAL / GENERAL DATA
GENERAL
POWER CONN.
Model:
Unit Primary Voltage:
Unit Secondary Voltage
Unit Hertz:
Unit Phase:
Number:
Phase:
Rated Load Amps:
Locked Rotor Amps:
1
1
11.7
58.3
Minimum Circuit Ampacity:
Maximum Circuit Breaker:
Minimum Protection Rating:
1
0.125
835
1
0.74
-
1. Certified in accordance with the Unitary Air-Conditioner equipment certification program which is based on
AHRI Standard 210/240.
2. Calculated in accordance with N.E.C. Use only HACR circuit breakers or fuses.
3. Standard line lengths - 60'. Standard lift - 60' Suction and Liquid line.
For Greater lengths and lifts refer to refrigerant piping software Pub# 32-3312-0
4. * = 15, 20, 25, 30, 40 and 50 foot lineset available.
OUTDOOR MOTOR
Number:
Horsepower:
Motor Speed (RPM):
Phase:
Full Load Amps:
Locked Rotor Amps:
COMPRESSOR
15.0
25.0
25.0
4TWR7024*
208
230
60
1
NOTES:
REFRIGERANT
Type:
Charge:
Line Size O.D. Gas:
Line Size O.D. LIQ:
R410A
10.2 lb
5/8"
3/8"
C1
WEIGHT
272.0 lb
236.0 lb
DISCHARGE
SHIPPING:
NET:
NOTES:
C1. TOP DISCHARGE SHOULD BE UNRESTRICTED
FOR AT LEAST 60" ABOVE UNIT
C2. PLACE UNIT FROM WALL
C3. PLACE SHRUBBERY AT LEAST 12"
FROM UNIT ON TWO SIDES, OTHER SIDES
UNRESTRICTED
C4. PLACE UNIT SO ROOF RUN-OFF DOES NOT
FALL DIRECTLY ON UNIT
C4
C3
C2
C3
WEIGHT AND CLEARANCE
FLD = Furnished by Trane U.S. Inc. / Installed by
Others
Equipment Submittal
Page 10 of 16
181
Engineering Budget Pricing
October 24, 2014
Weight, Clearance & Rigging Diagram - Split System Air Conditioning Units (Small)
Item: A1, A2 Qty: 2 Tag(s): 2 TON, 3 TON
VERTICAL DOWNFLOW
REFRIGERANT
CONNECTION
DOWNFLOW
CONDENSATE
DRAIN
REFRIGERANT CONNECTION
DOWNFLOW CONDENSATE DRAIN
REFRIGERANT CONNECTION
VERTICAL UPFLOW
REFRIGERANT CONNECTION
HORIZONTAL LEFT FLOW
DOWNFLOW CONDENSATE DRAIN
HORIZONTAL RIGHT FLOW
DOWNFLOW CONDENSATE DRAIN
NOTES
1. NO INTERNAL MODIFICATIONS REQUIRED FOR ANY POSITION.
2. BADGE ROTATION WILL BRAND IN CORRECT POSITION.
MINIMUM UNIT CLEARANCE TABLE
TO COMBUSTIBLE
MATERIALS (REQUIRED)
SIDE
FRONT
BACK
INLET DUCT
OUTLET DUCT
SERVICE CLEARANCE
(RECOMMENDED)
0
0
0
0
0
2"
21"
0
0
0
CLEARANCE NOTES:
* 1" FOR THE FIRST 3 FT. OF OUTLET DUCT
WHEN ELECTRIC HEATERS ARE INSTALED EXCEPT
MODELS BAYHTR1405, 1408, AND 1410 ARE APPROVED FOR
0" PLEMUM AND DUCT CLEARANCE IN THE UPFLOW
CONFIGURATION ONLY ON TWE-P MODELS.
FLD = Furnished by Trane U.S. Inc. / Installed by
Others
Equipment Submittal
Page 15 of 16
182
Engineering Budget Pricing
October 24, 2014
Field Installed Options - Part/Order Number Summary
This is a report to help you locate field installed options that arrive at the jobsite. This report provides part or order
numbers for each field installed option, and references it to a specific product tag. It is NOT intended as a bill of
material for the job.
Product Family - Split System Air Conditioning Units (Small)
Item
A1
Tag(s)
2 TON
Qty Description
1
2 Ton Split System Heat Pump
Field Installed Option Description
7.21/9.60 kW Electric Htr w/Ckt Brk for 208/240V 1 Phase 60 Hz
Item
A2
Tag(s)
3 TON
Qty Description
1
3 Ton Split System Heat Pump
Field Installed Option Description
10.80/14.40 kW Htr w/Ckt Brk 208/240/1
Single point entry kit
FLD = Furnished by Trane U.S. Inc. / Installed by
Others
Model Number
4TWR7024A1000TAM7A0B30H-1S0----000-0--0
Part/Ordering Number
BAYEVAC10BK1AB
Model Number
4TWR7036B1000TAM7A0000H-1S0----000-0--0
Part/Ordering Number
BAYEVBC15BK1AB
BAYSPEKT200A
Equipment Submittal
Page 16 of 16
183
Submittal
Prepared For:
Wiley Wilson
Date: November 17, 2014
Owner:
Department of Game and Inland Fisheries
Job Name:
Department of Game and Inland Fisheries
Trane U.S. Inc. is pleased to provide the enclosed submittal for your review and approval.
Product Summary
Qty
Product
1
Split System Air Conditioning Units (Small)
The attached information describes the equipment we propose to
furnish for this project, and is submitted for your approval.
Jason Williamson
Trane
10408 Lakeridge Parkway, Suite 100
Ashland, VA 23005-8124
Phone: (804) 747-3588
Fax: (804) 273-0119
J:\JOBS\25\66136\11\Department of Game and Inland Fisheries Submittal November 17th.doc
184
Table Of Contents
Product Summary ...........................................................................................................................1
Split System Air Conditioning Units (Small) (Item A1) ...............................................................3
Tag Data .................................................................................................................................................. 3
Product Data ............................................................................................................................................ 3
Performance Data .................................................................................................................................... 3
Mechanical Specifications ........................................................................................................................ 4
Unit Dimensions ....................................................................................................................................... 6
Weight, Clearance & Rigging Diagram ................................................................................................... 10
Accessory .............................................................................................................................................. 11
Field Installed Options - Part/Order Number Summary ............................................................12
Split System Air Conditioning Units (Small) ........................................................................................... 12
185
Engineering Budget Pricing
November 17, 2014
Tag Data - Split System Air Conditioning Units (Small) (Qty: 1)
Item Tag(s)
Qty Description
Model Number
A1
2-1/2 TON
1
2-1/2 Ton Split System Heat Pump
4TWR5030G1000-TAM7A0B30H21SD
Product Data - Split System Air Conditioning Units (Small)
Item: A1 Qty: 1 Tag(s): 2-1/2 TON
4TWR5 Heat Pump Outdoor Unit
2.5 Ton - Nominal Cooling Capacity
200 - 230 Volt 1 Phase 60 Hertz
Trane
Multi-poise 4-way
21.0" wide x 21.5" deep
2.5 Ton air handler
Multi-speed
7.21/9.60 kW Electric Htr w/Ckt Brk for 208/240V 1 Phase 60 Hz (Fld)
Performance Data - Split System Air Conditioning Units (Small)
Tags
Design clg outdoor DB (F)
Cooling EDB (F)
Cooling EWB (F)
Rated gross capacity (AHRI) (Btuh)
Clg net total capacity (Btuh)
Clg net sensible capacity (Btuh)
Clg net latent capacity (Btuh)
Calc clg LDB (F)
Calc clg LWB (F)
SEER @ AHRI (btuh/watt)
EER @ AHRI (EER)
Cooling airflow (cfm)
Min system airflow clg (cfm)
Max system airflow clg (cfm)
Min system airflow htg (cfm)
Max system airflow htg (cfm)
AHRI airflow (cfm)
AHRI reference number ( )
Compressor power @ (specific Ambient) (W)
Condenser fan power @ (specific SP) (W)
Supply fan power @ (specified SP) (W)
ASHRAE 90.1 S6.4.1 compliant
Htg outdoor DB (F)
Heating airflow (cfm)
Heating capacity @ 47F (Btuh)
COP @ AHRI 47F (with Air Handler) (COP)
COP @ AHRI 17F (with Air Handler) (COP)
Heating capacity @ 17F (Btuh)
HSPF @ AHRI (btuh/watt)
Heating EDB (F)
Htg system net capacity (Btuh)
Htg system LDB (F)
FLD = Furnished by Trane U.S. Inc. / Installed by
Others
2-1/2 TON
95.00
80.00
67.00
31600.00
31900.00
24400.00
7500.00
57.10
56.50
15.00
12.5
1000
875
1125
875
1125
950
5021416
2118.0
230.0
180.0
Yes
17.00
1000
30000.00
3.80
2.84
18900.00
9.00
70.00
19000.00
87.60
Equipment Submittal
Page 3 of 12
186
Engineering Budget Pricing
November 17, 2014
Mechanical Specifications - Split System Air Conditioning Units (Small)
Item: A1 Qty: 1 Tag(s): 2-1/2 TON
Air-Tite IITM cabinet
- 2% or less air leakage
- Precision applied - durable door seals - Specially designed air seal around
refrigerant, condensate and conduit
connections
- Double wall foamed cabinet system - R-4.2 insulating value
- No loose fiber design
- Smooth cleanable interior design - Sweat eliminating design
- Composite foamed cabinet doors - Water proof cabinet design
- Integrated horizontal drain pans
- Modular cabinet with 5/16" allen wrench "quick latch" design
Multi-position up/down flow horizontal left/ right
Side return option (sold as accessory)
Control board protection pocket built into cabi-net wall
Alert port to view control board codes without door removal
Alert code notification
Low voltage terminal connection point
Quarter turn phillips head door fasteners
Vortica blower with polarized plug con-nections and integrated slide deck for easy emoval
Aluminum coil with integrated slide deck for easy removal and polarized plug connections on coil EEV
Patented enhanced coil fin
Electronic Expansion Valve (EEV) with low ambient and low superheat compressor protection
Dual refrigerant compatible as shipped
Slide in electric heaters with polarized plug connections (sold as accessory)
Slide in hot water coils with polarized plug connections (sold as accessory)
UVC light kit with safety switch and polarized plug connections (sold as accessory)
Labeled panels and connections
Molded in 1" standard filter rail
Variable speed ECM motor
Soft start fan motor operation
Comfort RTM mode
Built in fan delay modes
Maximum width of 23 1/2"
Compact 20 13/16" depth with doors removed
Two tone color
Fused 24v power
Safety door switch
Heater Section - 1 Phase Vertical Air Handler
A compartment is provided in the blower section for field installation of supplementary heater. Polarized plugs are
provided for making electrical connections to the air handler control box from the supplementary heater.
General - 4TWR5
The 4TWR5 is fully charged from the factory for up to 15 feet of piping. This unit is designed to operate at outdoor
ambient temperatures as high as 115 F. Cooling capacities are matched with a wide selection of air handlers and
furnace coils that are AHRI certified. The unit is certified to UL 1995. Exterior is designed for outdoor application.
Casing - 4TWR5
Unit casing is constructed of heavy gauge, G90 galvanized steel and painted with a weather-resistant powder painton all
louvers, panels, prepaint on all other panels. Corrosion and weather-proof CMBP-G30 DuraTuff base.
Refrigerant Controls - 4TWR5
Refrigeration system controls include condenser fan and compressor contac-tor. High and low pressure controls are
inherent to the compressor. A factory installed liquid line drier is standard.
Compressor - 4TWR5
The Climatuff compressor features internal over temperature and pressure protection and total dipped hermetic motor.
Other features include: centrifugal oil pump and low vibration and noise.
FLD = Furnished by Trane U.S. Inc. / Installed by
Others
Equipment Submittal
Page 4 of 12
187
Engineering Budget Pricing
November 17, 2014
Condenser Coil - 4TWR5
The outdoor coil provides low airflow resistance and efficient heat transfer. The coil is protected on all four sides by
louvered panels.
Low Ambient Cooling - 4TWR5
As manufactured, this unit has a cool-ing capability to 55 F. The addition of an evaporator defrost control with TXV
permits low ambient cooling to 20 F.
FLD = Furnished by Trane U.S. Inc. / Installed by
Others
Equipment Submittal
Page 5 of 12
188
Engineering Budget Pricing
November 17, 2014
Unit Dimensions - Split System Air Conditioning Units (Small)
Item: A1 Qty: 1 Tag(s): 2-1/2 TON
NOTES:
1. VERIFY WEIGHT, CONNECTION, AND ALL DIMENSION WITH
INSTALLER DOCUMENTS BEFORE INSTALLATION
21 13/16"
1 1/2"
14 3/8"
5 15/16"
1 1/2"
21 5/16" 18 3/8"
1 1/2"
LIQUID LINE 3/8"
GAS LINE 3/4"
9 3/16"
55 11/16"
3"
1 1/2"
45 1/2"
24 3/8"
21 13/16"
1 1/2"
17 1/8"
3 1/8"
1 1/2"
18 3/8"
1 1/2"
AIRHANDLER - TAM7A0B30
DRAWING
FLD = Furnished by Trane U.S. Inc. / Installed by
Others
Equipment Submittal
Page 6 of 12
189
Engineering Budget Pricing
November 17, 2014
Unit Dimensions - Split System Air Conditioning Units (Small)
Item: A1 Qty: 1 Tag(s): 2-1/2 TON
ELECTRICAL / GENERAL DATA
GENERAL
(1)(2)(4)
INDOOR MOTOR
Model:
TAM7A0B30H21SA
Unit Primary Voltage:
Unit Secondary Voltage:
Unit Hertz:
Unit Phase:
208
230
60
1
STANDARD
(5)
4.0/4.0
15.0/15.0
ELECTRIC HEAT
# of Circuit:
Phase:
Type:
REF. Line Connections
Coupling or Conn. Size - Gas:
Coupling or Conn. Size - Liq.:
(3)
1
0.5
Variable ECD
1
3.0
Type:
Furnished:
Number:
Recommended:
R-410A
Shipping:
Net:
Throwaway
No
1
20"x20"x1"
Weights
150.0 lb
138.0 lb
3/4"
3/8"
NOTES:
240 Volt / 208 Volt
Capacity Circuit #1:
Capacity Circuit #2:
Capacity Circuit #3:
Number:
Horsepower:
Motor Speed (RPM):
Phase:
Full Load Amps:
Locked Rotor Amps:
FILTERS
REFRIGERANT
230 Volt / 208 Volt
Minimum Circuit Ampacity:
Maximum Overload Protection:
(1)
9.60/7.20
N/A
N/A
1
1
Heater Amps Per Circuit Circuit #1:
Heater Amps Per Circuit Circuit #2:
Heater Amps Per Circuit Circuit #3:
40.0/34.60
N/A
N/A
Minimum Circuit Ampacity Circuit #1:
Minimum Circuit Ampacity Circuit #2:
Minimum Circuit Ampacity Circuit #3:
54.0/47.0
N/A
N/A
Maximum Overload Protection Circuit #1:
Maximum Overload Protection Circuit #2:
Maximum Overload Protection Circuit #3:
60.0/50.0
N/A
N/A
FLD = Furnished by Trane U.S. Inc. / Installed by
Others
1. These air handlers are a.r.i. certified with various split system air conditioners and heat pumps
(ari standard 210/240). refer tothesplit system outdoor unit product data guides for performance data.
2. 3/4" male plastic pipe (ref.: astm 1785-76)
3. Minimum filter size for horizontal applications will be based on airflow selection
and will be calculated as follows:
low velocity filter: face area (sq. ft.) = cfm / 300
high velocity filter: face area (sq. ft.) = cfm / 500
4. For customer ease of filter maintenance, it is recommended that a properly sized, remote filter and grille be
installed for horizontal applications. airflow should not exceed the face value of the filter being used
5. Standard mca and mop without electric heat.
Equipment Submittal
Page 7 of 12
190
Engineering Budget Pricing
November 17, 2014
Unit Dimensions - Split System Air Conditioning Units (Small)
Item: A1 Qty: 1 Tag(s): 2-1/2 TON
NOTES
1. TOP DISCHARGE AREA SHOULD BE UNRESTRICTED FOR AT LEAST 60"
ABOVE UNIT. UNIT SHOULD BE PLACED SO ROOF RUN-OFF WATER DOES NOT
POUR DIRECTLY ON UNIT, AND SHOULD BE AT LEAST 12" FROM WALL AND
ALL SURROUNDING SHRUBBERY ON TWO SIDES. OTHER TWO SIDES UNRESTRICTED.
2. ELECTRICAL AND REFRIGERANT COMPONENT CLEARANCES PER PREVAILING CODES.
3. VERIFY WEIGHT, CONNECTION, AND ALL DIMENSION WITH INSTALLER DOCUMENTS
BEFORE INSTALLATION
37 1/4"
SERVICE PANEL
SEE NOTE 2
34 1/4"
1"
ELECTRICAL
SERVICE PANEL
7/8" DIA. HOLE
LOW VOLTAGE
20"
41 1/8"
1 1/8" DIA. K.O. WITH
7/8" DIA. HOLE IN CONTROL
BOX BOTTOM FOR
ELECTRICAL POWER SUPPLY
1"
8 5/8"
LIQUID LINE SERVICE VALVE,
3/8" I.D. FEMALE BRAZE
CONNECTION WITH 1/4" SAE
FLARE PRESSURE TAP FITTING.
6"
3 3/8"
GAS LINE 1/4" TURN BALL
SERVICE VALVE, 3/4" I.D. FEMALE
BRAZED CONNECTION WITH 1/4" SAE
FLARE PRESSURE TAP FITTING.
3 7/8"
4TWR5030
OUTLINE DRAWING
FLD = Furnished by Trane U.S. Inc. / Installed by
Others
Equipment Submittal
Page 8 of 12
191
Engineering Budget Pricing
November 17, 2014
Unit Dimensions - Split System Air Conditioning Units (Small)
Item: A1 Qty: 1 Tag(s): 2-1/2 TON
ELECTRICAL / GENERAL DATA
GENERAL
POWER CONN.
Model:
Unit Primary Voltage:
Unit Secondary Voltage
Unit Hertz:
Unit Phase:
Number:
Phase:
Rated Load Amps:
Locked Rotor Amps:
1
1
11.1
63.0
Minimum Circuit Ampacity:
Maximum Circuit Breaker:
Minimum Protection Rating:
1
0.125
825
1
0.74
-
1. Certified in accordance with the Unitary Air-Conditioner equipment certification program which is based on
AHRI Standard 210/240.
2. Calculated in accordance with N.E.C. Use only HACR circuit breakers or fuses.
3. Standard line lengths - 60'. Standard lift - 60' Suction and Liquid line.
For Greater lengths and lifts refer to refrigerant piping software Pub# 32-3312-0
4. * = 15, 20, 25, 30, 40 and 50 foot lineset available.
OUTDOOR MOTOR
Number:
Horsepower:
Motor Speed (RPM):
Phase:
Full Load Amps:
Locked Rotor Amps:
COMPRESSOR
15.0
25.0
25.0
4TWR5030
208
230
60
1
NOTES:
REFRIGERANT
Type:
Charge:
Line Size O.D. Gas:
Line Size O.D. LIQ:
R-410
9.2 lb
3/4"
3/8"
C1
WEIGHT
281.0 lb
245.0 lb
DISCHARGE
SHIPPING:
NET:
NOTES:
C1. TOP DISCHARGE SHOULD BE UNRESTRICTED
FOR AT LEAST 60" ABOVE UNIT
C2. PLACE UNIT FROM WALL
C3. PLACE SHRUBBERY AT LEAST 12"
FROM UNIT ON TWO SIDES, OTHER SIDES
UNRESTRICTED
C4. PLACE UNIT SO ROOF RUN-OFF DOES NOT
FALL DIRECTLY ON UNIT
C4
C3
C2
C3
WEIGHT AND CLEARANCE
FLD = Furnished by Trane U.S. Inc. / Installed by
Others
Equipment Submittal
Page 9 of 12
192
Engineering Budget Pricing
November 17, 2014
Weight, Clearance & Rigging Diagram - Split System Air Conditioning Units (Small)
Item: A1 Qty: 1 Tag(s): 2-1/2 TON
VERTICAL DOWNFLOW
REFRIGERANT
CONNECTION
DOWNFLOW
CONDENSATE
DRAIN
REFRIGERANT CONNECTION
DOWNFLOW CONDENSATE DRAIN
REFRIGERANT CONNECTION
VERTICAL UPFLOW
REFRIGERANT CONNECTION
HORIZONTAL LEFT FLOW
DOWNFLOW CONDENSATE DRAIN
HORIZONTAL RIGHT FLOW
DOWNFLOW CONDENSATE DRAIN
NOTES
1. NO INTERNAL MODIFICATIONS REQUIRED FOR ANY POSITION.
2. BADGE ROTATION WILL BRAND IN CORRECT POSITION.
MINIMUM UNIT CLEARANCE TABLE
TO COMBUSTIBLE
MATERIALS (REQUIRED)
SIDE
FRONT
BACK
INLET DUCT
OUTLET DUCT
SERVICE CLEARANCE
(RECOMMENDED)
0
0
0
0
0
2"
21"
0
0
0
CLEARANCE NOTES:
* 1" FOR THE FIRST 3 FT. OF OUTLET DUCT
WHEN ELECTRIC HEATERS ARE INSTALED EXCEPT
MODELS BAYHTR1405, 1408, AND 1410 ARE APPROVED FOR
0" PLEMUM AND DUCT CLEARANCE IN THE UPFLOW
CONFIGURATION ONLY ON TWE-P MODELS.
FLD = Furnished by Trane U.S. Inc. / Installed by
Others
Equipment Submittal
Page 10 of 12
193
Engineering Budget Pricing
November 17, 2014
Accessory - Split System Air Conditioning Units (Small)
Item: A1 Qty: 1 Tag(s): 2-1/2 TON
NOTES:
1. FOR MULTIPLE STAGES OF ELECTRIC HEAT, JUMPER W1, W2, AND W3 TOGETHER IF COMFORT
CONTROL HAS ONLY ONE STAGE OF HEAT
2. YI AND YO CONNECTIONS MUST BE MADE AS SHOWN FOR FREEZE PROTECTION AND INTERNALLY
MOUNTED CONDENSATE OVERFLOW CIRCUITS TO WORK PROPERLY
3. INTERNALLY MOUNTED CONDENSATE SWITCH IS OPTIONAL AND MUST BE ORDERED SEPARATELY
4.
IF A 3RD PARTY CONDENSATE OVERFLOW SWITCH IS INSTALLED, IT SHOULD BE WIRED IN SERIES
BETWEEN YO AND Y TO THE OUTDOOR UNIT
CONDITIONER
BLACK
ORANGE
COMFORT CONTROL
AIR HANDLER
X2
W
G
Y1
O
R
B
RED
WHITE
W2
W1
GREEN
BLUE
YELLOW / BLACK
W3
WHITE
BK
YELLOW
ORANGE
RED
BLUE
G
Y2
YI
O
R
B
ORANGE
RED
BLUE
YO
YELLOW
AIR HANDLER HOOK-UP - TWO STAGE HEATPUMP
FIELD WIRING DIAGRAM
FLD = Furnished by Trane U.S. Inc. / Installed by
Others
Equipment Submittal
Page 11 of 12
194
Engineering Budget Pricing
November 17, 2014
Field Installed Options - Part/Order Number Summary
This is a report to help you locate field installed options that arrive at the jobsite. This report provides part or order
numbers for each field installed option, and references it to a specific product tag. It is NOT intended as a bill of
material for the job.
Product Family - Split System Air Conditioning Units (Small)
Item
A1
Tag(s)
2-1/2 TON
Qty Description
1
2-1/2 Ton Split System Heat Pump
Model Number
4TWR5030G1000-TAM7A0B30H21SD
Field Installed Option Description
7.21/9.60 kW Electric Htr w/Ckt Brk for 208/240V 1 Phase 60 Hz
FLD = Furnished by Trane U.S. Inc. / Installed by
Others
Equipment Submittal
Part/Ordering Number
BAYEVAC10BK1AB
Page 12 of 12
195
SUBMISSION
Client:
Project:
Pee Dee National
Wild Life Refuge
Wadesboro, NC
11/7/14 50%
Designer
SWL
WW Comm. No.
Checked
JM
214180.00
Date
11/7/14
Sheet Number
X
Domestic Hot Water Use - Solar vs. Electric Heater Comparison
Lowest Case Hot Water Use (Best Case Solar Comparison)
Fixture Type:
Quantity
Usages
GPM
Duration min.
Gallons Used
Lavatory
2
3
0.5
Gallon/Use
0.25
0.8
Kitchen Sink
1
3
1.0
0.5
1.5
2.3
=
Estimated Domestic Hot Water Use
=
gallon/day
2.3 Gallons/day
0.00469 Gallons Per Minute (GPM)
Domestic Water Incoming Temperature
=
50 °F
Hot Water Discharge Temperature
=
140 °F
ΔT
=
90 °F
1 kWh
=
3,412 BTU
$/kWh
=
$1.00
Water Energy Calc
q
=
GPMx500xΔT
BTU/hr
211 BTU/hr
1,688 BTU/day (8 hour day)
250 Day/yr
(5 days a week, 50 weeks/year)
421,875 BTU/year
124 kWh/year
Cost to use Electric Water Heater:
$123.64 year
37.1 kWh/year projected Solar Hot Water Savings (30%)
$37.09 per year savings
Equipment Estimate
$4,871.00 Solar Equipment & Installation Cost
$1,500.00 Elec WH Equipment & Installation Cost
$3,371.00 Cost Difference
Simple Pay Back Period
Simple pay back = Cost Difference/Savings Per Year
91 years
Wiley|Wilson
2850 Eisenhower Avenue, Suite 200 - Alexandria, Virginia 22314
Phone: 703.329.3200 / Fax: 703.329-8141
196
www.wileywilson.com
Water Heater Calculations
Fixture
Lavatory
Kitchen Sink
Hot Water
GPM
Temperature
Rise (deg F)
0.5
1
70
70
Capacity
Actual Water
Required Heater Capacity
(kW)
(kW)
5.1
7
10.3
13
Note: Temperature rise is based on 50 deg F entering water and 120 deg F supply water.
197
Plumbing Calculations
PROJECT INFORMATION
SHEET: 1 of 4
Project:
Client No:
Date:
Pee Dee National Wild Life Refuge
11/18/2014
Project Address:
By: SWL
Wadesboro, NC
Building Type, used for sizing hot water system (See list below):
7
Location of Water Main:
Location of Fire Hydrant:
Date of Flow Test:
If no flow test data is available request flow test.
New Flow Test Data Will Be Available:
TEST DATA:
Elevation of Hydrant (FT)
0
Static Pressure (PSIG)
0
Residual Pressure (PSIG)
60
Flow at Time of Test (GPM)
0
Source of Information:
Building Types:
NOTE: A FLOW TEST HAS NOT BEEN PERFORMED AT THIS TIME.
AN ASSUMPTION OF 60 PSI AVAILABLE AT THE MAIN HAS BEEN
USED FOR THIS CALCULATION.
1
2
3
4
5
6
7
8
9
10
- Apartment House
- Club
- Gymnasium
- Hospital
- Hotel
- Industrial Plant
- Office Building
- Private Residence
- School
- YMCA
198
Plumbing Calculations
FIXTURE UNIT & HOT WATER DEMAND TALLY
Project:
SHEET: 2 of 4
Pee Dee National Wild Life Refuge
Client No:
0
Building Floor or Section:
Date:
11/18/2014
By: SWL
SFU SOURCE:
ASPE Data Book, ASPE 3 (1988) and
The International Plumbing Code/2012
DFU SOURCE:
The International Plumbing Code/2012
FIXTURE
Automatic clothes
washer (4)
Metal Fab. Sink
Upholstery Sink
Photo Studio
Hot Wash wash
tank
Textiles wet lab
wash table
Dental lavatory (2)
Dishwasher (2),(5)
Dishwasher,
commercial (6)
Drinking fountain
Floor drains, 2" trap
Floor drains, 3" trap
Floor drains, 4" trap
Kitchen sink
Lavatory Public
Laundry tray (1 or
2 compartments)
Shower, each head
Sink (4)
Sink, service (3)
Urinal, 1"Valve
Urinal (wall lip)
Urinal stall3/4"Valve
Urinal w/flush tank
Clinic Sink
Bathroom Group
Private Flush Valve
Private Water closet:
Flush valve
Tank
Pneumatic assist
SUB-TOTALS
NO
SFU EA.
HW CW TOT
9
SFU TOT.
HW CW TOT
DFU
EA.
DFU
TOT.
0
0
0
0
3
3
3
10
3
3
3
10
4
4
4
15
0
0
0
0
0
0
0
0
0
0
0
0
3
2
2
8
0
0
0
0
0
2
2
3
0
0
0
2
0
0
0
0
8
1.5
2.3
8
1.5
2.3
12
2
3
0
0
0
0
0
0
0
0
0
4
1
2
0
0
0
0
0
0
2
0
0
2
0
4
4
0 0.25 0.25
0
0
73
0
0
0
0
0 40.8
1
1 1.4
0.5 0.5 0.7
0
0
0
0
0
0
1
0
0
0
0
0
0
1
0
0
0
0
0
0
1.4
0
0.5
2
2
6
2
1
0
0
0
4
0
0
2
0
3
3
0
1
1
1
1
1
0 2.25 2.25
0
0
10
0
0
5
0
0
5
0
0
3
0
3
10
0 4.5 9.75
4
1.4
1.4
3
10
5
5
3
10
11
0
0
1
0
0
0
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
1.4
0
0
0
0
0
0
0
2
2
2
3
4
4
6
4
6
12
0
0
2
0
0
0
0
0
0
0
0
0
2
0
6
2.2
5
0
0
0
0
4.4
0
0
4.4
0
6
6
6
0
12
0
2
6.4
7.2
0
0
0
6
2.2
5
20
HW GPH
EA.
HW GPH
TOT.
8
16
20
20
36
199
Plumbing Calculations
SERVICE LINE SIZE
SHEET: 3 of 4
Project:
Client No:
Pee Dee National Wild Life Refuge
Date:
11/18/2014
Project Address:
0
By: SWL
Wadesboro, NC
9
Total Supply Fixture Units:
7
Resulting Demand from Attached Table:
Flush Valve:
Tank Type:
7 GPM
Cooling Tower Make-Up
Wall Hydrant 5GPM Each
Misc. Constant Flow
0
10
0
GPM
GPM
GPM
17
GPM
Total Water Demand
FALSE
TRUE
TRUE or FALSE
TRUE or FALSE
Water meter selection:
Size:
1-1/2"
Pressure Drop:
5 PSI
Developed Length (DL) of service
line from Main to Service Entrance:
3000 ft.
Developed Length (DL) of piping from
service entrance to most remote outlet:
70 ft.
Difference in elevation (Static Lift)
from test hydrant to service entrance:
0 ft.
Difference in elevation (Static Lift) between
service entrance and most remote outlet:
10 ft.
Minimum pressure available in main:
60 PSIG
SERVICE LINE SIZE
Design Criteria:
1. Maximum Velocity - 8 ft. per second.
2. Allowable pressure drop - 5 PSI per 100 ft.
Material:
PVC
Demand Flow:
Pipe Size:
Pressure Loss:
Velocity:
17
GPM
0.3
PSI per 100 ft.
2
ft. per second
2
200
Plumbing Calculations
SERVICE LINE SIZE
SHEET: 4 of 4
Project:
Client No:
Date:
Pee Dee National Wild Life Refuge
11/18/2014
Project Address:
0
By: SWL
Wadesboro, NC
SERVICE LINE CAPACITY
Minimum pressure available in main:
Minus:
60
PSIG
Static lift (from main to service
entrance)
0
PSIG
Meter Loss
2
PSIG
Strainer Loss
1
PSIG
Backflow Preventor Loss
10
PSIG
Pressure Reducing Valve Loss
0
PSIG
Pipe, fittings, and valves
3000
ft. * 1.1 (fitting allowance)
*
0.3
PSI/100 ft.
10
PSIG
37
PSIG
37
PSIG
Static lift (from service entrance
to most remote outlet)
4
PSIG
Minimum pressure required at
governing fixture
25
PSIG
Service Line Capacity is:
17
GPM
at
ALLOWABLE FRICTION LOSS (AFL)
Pressure available at service entrance:
Minus:
Worst case total equivalent feet (EL)
of pipe from service entrance to most
remote outlet.
Includes fitting loss:
25
At pressure Loss:
0.8
%
PSI per 100 ft.
Required Booster Pump Pressure
(Negative Number Indicates Pump Not Required)
0.7
PSIG
-7
PSIG
201
Client:
U.S. Dept Fish & Wildlife
[
Project:
Pee Dee Visitor Center
BASIS FOR ESTIMATE
Designer
BWY
WW Comm. No.
] Schematic
Checked
BWY
214180.00
[ X ] 65%
Date
[ ] 90%
[ ] FINAL
LIGHTNING RISK CALCULATION FORM
11/20/14
Sheet Number
1
of
*
*NFPA 780 2011 EDITION
If Nd <= Nc, a lightning protection system may be optional
Constraints
If Nd > Nc, a lightning protection system should be installed
H.3 Lightning Strike Frequency
Nd = (Ng)(Ae)(C1)
Nd
= Lightning strike density; The yearly lighting strike frequency to the structure
Ng
Ae
= Lightning flash density; The yearly average flash density in the region where the structure is located
2
= the equivalent collective area of the structure in km
C1
= The environmental coefficient
Ng
=
4
Ae
=
0.00193
C1
=
1
Nd
=
0.00774
From figure H.2
From Table H.4.3 Determination of Environmental Coefficient C1
H.4 Equivalent collective area for rectangular structure
2
Ae = LW+6H(L+W)+π9H
L
W
H
=
=
=
Ae
=
Ft
36.88
64
17
km
0.011
0.020
0.005
0.00193
km
2
H.5 Tolerable Lightning Frequency (Nc)
Nc = (1.5)/(1000xC)
C
= (C2)(C3)(C4)(C5)
C2
=
2.0
From Table H.5(a) Determination of Structural Coefficient C2
C3
=
1.0
From Table H.5(b) Determination of Structure Contents
C4
=
1.0
From Table H.5(c) Determination of Structure Occupancy
C5
=
1.0
From Table H.5(d) Determination of Lightning Consequence
C
=
2
Nc
=
0.00075
Nd
0.00774
Results
>
>
Nc
0.00075
Nd > Nc, therefore a lightning protection system should be installed
Calculation Cell
KEY
Input Cell
202
3
Client:
U.S. Dept Fish & Wildlife
BASIS FOR ESTIMATE
[
Project:
Pee Dee Visitor Center
] Schematic
[ X ] 65%
[ ] 90%
Designer
BWY
WW Comm. No.
Checked
BWY
214180.00
Date
[ ] FINAL
Sheet Number
11/20/14
2
of
"C" COEFFICIENT TABLES
Table H.4.3 Determination of Environmental Coefficient C1
Relative Structure Location
C1
Structure located within a space containing structures
or trees of the same height or taller within a distance of
3H
Structure surrounded by smaller structures within a
distance of 3H
Table H.5(a) Determination of Structural Coefficient C2
C2 — Structural Coefficients
Roof
0.25
0.5
Isolated structure, no other structures located within a
distance of 3H
1
Isolated structure on a hilltop
2
Table H.5(b) Determination of Structure Contents
Metal
Structure
Flammable
Metal
0.5
1.0
2.0
Nonmetallic
1.0
1.0
2.5
Flammable
2.0
2.5
3.0
Table H.5(c) Determination of Structure Occupancy
Coefficient C3
Structure Contents
Nonmetallic
Coefficient C4
C3
Structure Occupancy
C4
Low value and nonflammable
0.5
Unoccupied
0.5
Standard value and nonflammable
1.0
Normally Occupied
1.0
High value, moderate flammability
2.0
Difficult to evacuate or risk of panic
3.0
Exceptional value, flammable, computer or electronics
3.0
Exceptional value, irreplaceable cultural items
4.0
Table H.5(d) Determination of Lightning Consequence
Coefficient C5
Lightning Consequence
C5
Continuity of facility services not required, no
environmental impact
1.0
Continuity of facility services required, no
environmental impact
5.0
Consequences to the environment
10.0
203
3
Client:
U.S. Dept Fish & Wildlife
[
Project:
Pee Dee Visitor Center
BASIS FOR ESTIMATE
Designer
BWY
WW Comm. No.
] Schematic
Checked
BWY
214180.00
[ X ] 65%
[ ] 90%
Date
[ ] FINAL
11/20/14
Sheet Number
3
of
LIGHTNING FLASH DENSITY MAP
204
3
LEED 2009 for New Construction and Major Renovation
Project Checklist
Project Name: PeeDee National Wildlife Refuge
Date: November 20, 2014
11
13
2
Y
N
?
Sustainable Sites
Possible Points: 26
Y
Prereq 1
Construction Activity Pollution Prevention
1
Credit 1
Site Selection
1
5
Credit 2
Development Density and Community Connectivity
5
1
Credit 3
Brownfield Redevelopment
1
6
Credit 4.1
Alternative Transportation—Public Transportation Access
6
1
Credit 4.2
Alternative Transportation—Bicycle Storage and Changing Rooms
1
3
Credit 4.3
Alternative Transportation—Low-Emitting and Fuel-Efficient Vehicles
3
2
Credit 4.4
Alternative Transportation—Parking Capacity
2
1
Credit 5.1
Site Development—Protect or Restore Habitat
1
1
Credit 5.2
Site Development—Maximize Open Space
1
1
Credit 6.1
Stormwater Design—Quantity Control
1
Credit 6.2
Stormwater Design—Quality Control
1
Credit 7.1
Heat Island Effect—Non-roof
1
Credit 7.2
Heat Island Effect—Roof
1
1
Credit 8
Light Pollution Reduction
1
2
Water Efficiency
1
1
1
6
2
Y
Prereq 1
Water Use Reduction—20% Reduction
4
Credit 1
Water Efficient Landscaping
Y
Y No Potable Water Use or Irrigation
Reduce by 50%
2
2
2
Possible Points: 10
2 to 4
2
4
Credit 2
Innovative Wastewater Technologies
2
Credit 3
Water Use Reduction
2 to 4
Y Reduce by 30%
Y Reduce by 35%
Y Reduce by 40%
2
3
4
205
13
22
0
Energy and Atmosphere
Y
Prereq 1
Fundamental Commissioning of Building Energy Systems
Y
Prereq 2
Minimum Energy Performance
Y
Prereq 3
Fundamental Refrigerant Management
Credit 1
Optimize Energy Performance
10
9
Y
Y
Y
Y
Y
Y
Y
Y
Y
Y
N
N
N
N
N
N
N
N
N
7
Credit 2
1 to 19
Improve by 12% for New Buildings or 8% for Existing Building Renovations
1
Improve by 14% for New Buildings or 10% for Existing Building Renovations
2
Improve by 16% for New Buildings or 12% for Existing Building Renovations
3
Improve by 18% for New Buildings or 14% for Existing Building Renovations
4
Improve by 20% for New Buildings or 16% for Existing Building Renovations
5
Improve by 22% for New Buildings or 18% for Existing Building Renovations
6
Improve by 24% for New Buildings or 20% for Existing Building Renovations
7
Improve by 26% for New Buildings or 22% for Existing Building Renovations
8
Improve by 28% for New Buildings or 24% for Existing Building Renovations
9
Improve by 30% for New Buildings or 26% for Existing Building Renovations
10
Improve by 32% for New Buildings or 28% for Existing Building Renovations
11
Improve by 34% for New Buildings or 30% for Existing Building Renovations
12
Improve by 36% for New Buildings or 32% for Existing Building Renovations
13
Improve by 38% for New Buildings or 34% for Existing Building Renovations
14
Improve by 40% for New Buildings or 36% for Existing Building Renovations
15
Improve by 42% for New Buildings or 38% for Existing Building Renovations
16
Improve by 44% for New Buildings or 40% for Existing Building Renovations
17
Improve by 46% for New Buildings or 42% for Existing Building Renovations
18
Improve by 48%+ for New Buildings or 44%+ for Existing Building Renovations
19
On-Site Renewable Energy
N
N
N
N
N
N
N
Possible Points: 35
1 to 7
1% Renewable Energy
1
3% Renewable Energy
2
5% Renewable Energy
3
7% Renewable Energy
4
9% Renewable Energy
5
11% Renewable Energy
6
13% Renewable Energy
7
2
Credit 3
Enhanced Commissioning
2
2
Credit 4
Enhanced Refrigerant Management
2
Credit 5
Measurement and Verification
3
Credit 6
Green Power
2
3
2
206
6
6
2
Y
3
Materials and Resources
Prereq 1
Storage and Collection of Recyclables
Credit 1.1
Building Reuse—Maintain Existing Walls, Floors, and Roof
Possible Points: 14
1 to 3
N Reuse 55%
N Reuse 75%
N Reuse 95%
1
2
Building Reuse—Maintain 50% of Interior Non-Structural Elements
Construction Waste Management
Materials Reuse
N Reuse 5%
N Reuse 10%
Credit 4
Recycled Content
Y 10% of Content
Y 20% of Content
2
Credit 5
Regional Materials
Y 10% of Materials
Y 20% of Materials
10
0
3
Credit 2
Credit 3
2
2
Credit 1.2
Y 50% Recycled or Salvaged
Y 75% Recycled or Salvaged
2
1
1
1 to 2
1
2
1 to 2
1
2
1 to 2
1
2
1 to 2
1
2
1
Credit 6
Rapidly Renewable Materials
1
1
Credit 7
Certified Wood
1
5
Indoor Environmental Quality
Possible Points: 15
Y
Prereq 1
Minimum Indoor Air Quality Performance
Y
Prereq 2
Environmental Tobacco Smoke (ETS) Control
1
Credit 1
Outdoor Air Delivery Monitoring
1
1
Credit 2
Increased Ventilation
1
1
Credit 3.1
Construction IAQ Management Plan—During Construction
1
1
Credit 3.2
Construction IAQ Management Plan—Before Occupancy
1
1
Credit 4.1
Low-Emitting Materials—Adhesives and Sealants
1
1
Credit 4.2
Low-Emitting Materials—Paints and Coatings
1
1
Credit 4.3
Low-Emitting Materials—Flooring Systems
1
1
Credit 4.4
Low-Emitting Materials—Composite Wood and Agrifiber Products
1
Credit 5
Indoor Chemical and Pollutant Source Control
1
Credit 6.1
Controllability of Systems—Lighting
1
Credit 6.2
Controllability of Systems—Thermal Comfort
1
Credit 7.1
Thermal Comfort—Design
1
Credit 7.2
Thermal Comfort—Verification
1
1
Credit 8.1
Daylight and Views—Daylight
1
1
Credit 8.2
Daylight and Views—Views
1
1
1
1
1
1
207
5
0
1
Innovation and Design Process
Possible Points: 6
Credit 1.1
Innovation in Design: Exempliary-30% Regional (MRc5)
1
Credit 1.2
Innovation in Design: Exempliary - 50% Reduction (WEc3)
1
1
Credit 1.3
Innovation in Design: Integrated Pest Management Plan
1
1
Credit 1.4
Innovation in Design: Low Mercury Lighting
1
1
Credit 1.5
Innovation in Design: Exempliary - SS5.2
1
1
Credit 2
LEED Accredited Professional
1
1
1
3
0
1
Regional Priority Credits
Possible Points: 4
1
Credit 1.1
Regional Priority: EAc1
1
1
Credit 1.2
Regional Priority: EQc7.1
1
Credit 1.3
Regional Priority: SSc6.1
1
1
Credit 1.4
Regional Priority: WEc3
1
13
Total
1
54
43
Possible Points: 110
Certified 40 to 49 points
Silver 50 to 59 points
Gold 60 to 79 points
Platinum 80 to 110
208
REPORT
OF
SUBSURFACE EXPLORATION
NEW VISITOR CENTER – PEE DEE NWR
WADESBORO, NORTH CAROLINA
ECS PROJECT NO. 08-10354
NOVEMBER 7, 2014
209
REPORT OF SUBSURFACE EXPLORATION
New Visitor Station – Pee Dee NWR
Wadesboro, North Carolina
Prepared For:
Mr. R. C. (Chris) Garner, PE
Project Manager
Wiley|Wilson
6606 West Broad Street, Suite 500
Richmond, Virginia 23230
Prepared By:
ECS CAROLINAS, LLP
1812 Center Park Drive
Suite D
Charlotte, NC 28217
ECS Project No:
08-10354
Report Date:
November 7, 2014
210
211
Report of Subsurface Exploration
New Visitor Station – Pee Dee NWR
Wadesboro, North Carolina
Page 2
Wiley|Wilson
ECS Project No. 08-10354
November 7, 2014
1.
1.1.
INTRODUCTION
Project Information
The project site is located on the east side of Highway 52 approximately ¾ miles north of the
intersection with Pleasant Grove Church Road in Wadesboro, Anson County, North Carolina as
shown on the Site Vicinity Map (Figure 1) included in the Appendix. We understand that the
project will include a new National Wildlife Refuge (NWR) building encompassing a footprint
area of approximately 2,150 sq ft. Construction will include a single-story structure with structural
insulated panels, wood framing, and a concrete slab-on-grade. Fill depths ranging from 2 to 4
feet are anticipated to reach finished grade.
Structural loading conditions were unknown at the time of this report. However, based on our
experience with similar structures, we anticipate that maximum column and wall footing loads
will not exceed 75 kips and 3 kips per linear foot, respectively
1.2.
Scope of Services
Our scope of services included a subsurface exploration with soil test borings, engineering
analysis of the foundation support options, and preparation of this report with our
recommendations. The subsurface exploration included four (4) soil test borings (B-1 through
B-4) to depths of 15 feet below existing grades. Approximate boring locations are shown on the
Boring Location Diagram (Figure 2) included in the Appendix. The soil borings were performed
using a SIMCO 2400 ATV-mounted drill rig using continuous-flight, hollow-stem augers.
2.
2.1.
FIELD SERVICES
Test Locations
The soil boring locations and depths were selected and located in the field by ECS using a
handheld GPS device and existing landmarks as reference. The approximate test locations are
shown on the Boring Location Diagram (Figure 2) presented in the Appendix of this report and
should be considered approximate. Ground surface elevations at the boring locations were
estimated from Google Earth and should be considered accurate only to the degree implied by
the method used to obtain them.
2.2.
Soil Test Borings
Four (4) soil test borings were drilled to evaluate the stratification and engineering properties of
the subsurface soils at the project site. Standard Penetration Tests (SPT’s) were performed at
designated intervals in general accordance with ASTM D 1586. The Standard Penetration Test
is used to provide an index for estimating soil strength and density. In conjunction with the
penetration testing, split-barrel soil samples were recovered for soil classification at each test
interval. Boring Logs are included in the Appendix.
The drill crew also maintained a field log of the soils encountered at each of the boring locations.
After recovery, each sample was removed from the auger and visually classified.
Representative portions of each sample were then sealed and brought to our laboratory in
Charlotte, North Carolina for further visual examination. Groundwater measurements were
attempted at the termination of drilling at each boring location.
212
Report of Subsurface Exploration
New Visitor Station – Pee Dee NWR
Wadesboro, North Carolina
Page 3
Wiley|Wilson
ECS Project No. 08-10354
November 7, 2014
3.
LABORATORY SERVICES
Soil samples were collected from the borings and examined in our laboratory to check field
classifications and to determine pertinent engineering properties. Data obtained from the
borings and our visual/manual examinations are included on the respective boring logs in the
Appendix.
3.1.
Soil Classification
A geotechnical engineer classified each soil sample on the basis of color, texture, and plasticity
characteristics in general accordance with the Unified Soil Classification System (USCS). The
soil engineer grouped the various soil types into the major zones noted on the boring logs. The
stratification lines designating the interfaces between earth materials on the boring logs and
profiles are approximate; in situ, the transition between strata may be gradual in both the vertical
and horizontal directions. The results of the visual classifications are presented on the Boring
Logs included in the Appendix.
4.
4.1.
SITE AND SUBSURFACE FINDINGS
Area Geology
The site is located in the Piedmont Physiographic Province of North Carolina. The native soils in
the Piedmont Province consist mainly of residuum with underlying saprolites weathered from the
parent bedrock, which can be found in both weathered and unweathered states. Although the
surficial materials normally retain the structure of the original parent bedrock, they typically have
a much lower density and exhibit strengths and other engineering properties typical of soil. In a
mature weathering profile of the Piedmont Province, the soils are generally found to be finer
grained at the surface where more extensive weathering has occurred. The particle size of the
soils generally becomes more granular with increasing depth and gradually changes first to
weathered and finally to unweathered parent bedrock. The mineral composition of the parent
rock and the environment in which weathering occurs largely control the resulting soil's
engineering characteristics. The residual soils are the product of the weathering of the parent
bedrock.
In addition, it is apparent that the natural geology within the site has been modified in the past by
grading that included placement of fill materials. The quality of man-made fills can vary
significantly, and it is often difficult to access the engineering properties of existing tests
performed in soil test borings and the degree of compaction of existing fill soils; however, a
qualitative assessment of existing fills can sometimes be made based on the N-values obtained
and observations of the materials sampled in the test borings.
4.2.
Subsurface Conditions
The subsurface conditions at the site, as indicated by the borings, generally consisted of fill,
residual soil, and partially weathered rock (PWR) to the depths explored. The generalized
subsurface conditions are described below. For soil stratification at a particular test location, the
respective Boring Log found in the Appendix should be reviewed.
Approximately 1 inch of topsoil (i.e. organic laden soil) was encountered at the ground surface at
Borings B-3 and B-4. Asphalt was present at the ground surface at Borings B-1 and B-2. The
asphalt was approximately 5 inches thick, underlain by approximately 7 to 14 inches of stone
base.
213
Report of Subsurface Exploration
New Visitor Station – Pee Dee NWR
Wadesboro, North Carolina
Page 4
Wiley|Wilson
ECS Project No. 08-10354
November 7, 2014
Fill soils were encountered at Boring B-3. The fill soil extended to a depth of approximately 5½
feet below the existing ground surface. The fill soils encountered generally consisted of Silty
SAND (SM) and Clayey SAND (SC) exhibiting SPT N-values ranging from 8 to 15 blows per foot
(bpf). Rock fragments were encountered within the existing fill soils.
Residual soil was encountered below the surficial materials at each of the boring locations.
Residual soils are formed by the in-place chemical and mechanical weathering of the parent
bedrock. The residual soils encountered in the borings generally consisted of Plastic Clay (CH),
Sandy CLAY (CL), Clayey SAND (SC), and Silty SAND (SM) exhibiting SPT N-values ranging
from 8 to 59 bpf. Borings B-1 and B-3 were terminated in residual soils.
PWR was encountered below the residual soils at Borings B-2 and B-4 at a depth of
approximately 12 feet below the existing ground surface. PWR is defined as residual material
exhibiting SPT N-values greater than 100 bpf. The PWR encountered in the borings generally
consisted of Silty SAND exhibiting SPT N-values ranging from 50 blows per 4 inches to 50 blows
per 3 inches of penetration. Borings B-2 and B-4 were terminated in the PWR
4.3.
Groundwater Observations
Groundwater measurements were attempted at the termination of drilling at the time of our
exploration. Groundwater was not encountered at the boring locations at the time of our
observations. Fluctuations in the groundwater elevation should be expected depending on
precipitation, run-off, utility leaks, and other factors not evident at the time of our evaluation.
Normally, highest groundwater levels occur in late winter and spring and the lowest levels occur
in late summer and fall.
5.
CONCLUSIONS AND RECOMMENDATIONS
The borings performed at this site represent the subsurface conditions at the location of the
borings. Due to inconsistencies associated with the prevailing geology, there can be changes in
the subsurface conditions over relatively short distances that have not been disclosed by the
results of the test location performed. Consequently, there may be undisclosed subsurface
conditions that require special treatment or additional preparation once these conditions are
revealed during construction.
Our evaluation of foundation support conditions has been based on our understanding of the
site, project information and the data obtained in our exploration. The general subsurface
conditions utilized in our foundation evaluation have been based on interpolation of subsurface
data between and away from the borings. In evaluating the boring data, we have examined
previous correlations between penetration resistance values and foundation bearing pressures
observed in soil conditions similar to those at your site.
5.1.
Organic Laden Soils
A layer of organic laden soil was encountered at the ground surface at Borings B-3 and B-4. The
surficial organic laden soil is typically a dark-colored soil material containing roots, fibrous
matter, and/or other organic components, and is generally unsuitable for support of engineering
fill, foundations, or slabs-on-grade. Please keep in mind that mechanical clearing was
performed in order to access the boring locations and organic laden soil depths will likely vary
from those provided within this report. ECS has not performed laboratory testing to determine
the organic content or other horticultural properties of the observed surficial organic laden soils.
Therefore, the phrase “surficial organic laden soil” is not intended to indicate suitability for
214
Report of Subsurface Exploration
New Visitor Station – Pee Dee NWR
Wadesboro, North Carolina
Page 5
Wiley|Wilson
ECS Project No. 08-10354
November 7, 2014
landscaping and/or other purposes. The surficial organic laden soil depths provided in this
report and on the individual Boring Logs are based on driller observations and should be
considered approximate. Please note that the transition from surficial organic laden soils to
underlying materials may be gradual, and therefore the observation and measurement of the
surficial organic laden soil depth is approximate. Actual surficial organic laden soil depths
should be expected to vary and generally increases with the amount of vegetation present over
the site.
5.2.
Existing Fill
Fill soils were encountered below the organic laden soil at Boring B-3 and extended to a depth
of 5½ feet below the existing ground surface. The fill materials encountered generally consisted
of Silty SAND (SM) and Clayey SAND (SC), exhibiting SPT N-values ranging from 8 to 15 blows
per foot (bpf). ECS was not provided with test records (such as previous subsurface exploration,
proofrolling, compaction testing, etc.) at the time of this report; therefore, the fill should be
considered undocumented.
Undocumented fill poses risks associated with undetected deleterious inclusions within the fill
and/or deleterious materials at the virgin ground fill interface that are covered by the fill.
Deleterious materials can consist of significant amount of organics derived from organic rich
strippings, rubbish, construction or demolition debris, stumps and roots, and logs. If these
materials are covered over by or are within undocumented fill, the organic materials tend to
decompose slowly in the anaerobic conditions in or under the fill. Decomposition can occur over
periods ranging from several years to several decades. As the organic materials decompose, a
void is created which can create soft conditions and even subsidence in areas above the
organics. Where these types of conditions exist under or within undocumented fill, they are
sometimes in discreet pockets that can go undetected by normal subsurface exploration
techniques, i.e., soil test borings and test pits. Decomposition of these materials can cause
settlement of the structure, resulting in excessive cracking. The only way to remove the risk
associated with bearing the structure on the undocumented fill is to completely remove the
existing and replace with engineered backfill.
Due to the lightly loaded nature of the planned structure we anticipate the potential risk of
settlement from bearing the structure on the undocumented fill is relatively low and that the
owner will elect to leave the existing fill soils in place and accept the risks indicated in the
following paragraph.
Once the facts relating to the undocumented fill are disclosed, the level of risk appropriate
becomes a business decision that only the owner can make. However, if the existing fill
proofrolls successfully prior to new fill placement and the owner is willing to accept some limited
risk, the fill soils are likely suitable for support of the structures.
5.3.
Structure Foundations
Provided the recommendations outlined herein are implemented, the proposed buildings may be
adequately supported on a shallow foundation system consisting of spread footings bearing on
firm undisturbed low plasticity residual soil, newly-placed engineered fill, or approved existing fill
with a net allowable bearing pressure of up to 3,000 pounds per square foot (psf).
For this project, minimum wall and column footing dimensions of 18 and 24 inches, respectively,
should be maintained to reduce the possibility of a localized, “punching” type, shear failure.
Exterior foundations and foundations in unheated areas should be embedded deep enough
215
Report of Subsurface Exploration
New Visitor Station – Pee Dee NWR
Wadesboro, North Carolina
Page 6
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ECS Project No. 08-10354
November 7, 2014
below exterior grades to reduce potential movements from frost action or excessive drying
shrinkage. For this region, we recommend footings bear at least 18 inches below finished
grade.
Total settlement is anticipated to be less than 1 inch, while differential settlement between
columns is anticipated to be less than ½ inch for shallow foundations bearing on low plasticity
residual soil or newly-placed engineered fill. Foundation geometry, loading conditions, and/or
bearing strata different than those described in this report may result in magnitudes of
settlement inconsistent with the previous estimates.
5.4.
Slab-On-Grade Support
Slabs-on-grade can be adequately supported on undisturbed low plasticity residual soils, newlyplaced engineered fill, or approved existing fill provided the site preparation and fill
recommendations outlined herein are implemented. For a properly prepared site, a modulus of
subgrade reaction (ks) for the soil of 100 pounds per cubic inch for the soil can be used. This
value is representative of a 1-ft square loaded area and may need to be adjusted depending on
the size and shape of the loaded area and depending on the method of structural analysis.
We recommend the slabs-on-grade be underlain by a minimum of 4 inches of granular material
having a maximum aggregate size of 1½ inches and no more than 2 percent fines. Prior to
placing the granular material, the floor subgrade soil should be properly compacted, proofrolled,
and free of standing water, mud, and frozen soil. A properly designed and constructed capillary
break layer can often eliminate the need for a moisture retarder and can assist in more uniform
curing of concrete. If a vapor retarder is considered to provide additional moisture protection,
special attention should be given to the surface curing of the slabs to minimize uneven drying of
the slabs and associated cracking and/or slab curling. The use of a blotter or cushion layer
above the vapor retarder can also be considered for project specific reasons.
Please refer to ACI 302.1R96 Guide for Concrete Floor and Slab Construction and ASTM E
1643 Standard Practice for Installation of Water Vapor Retarders Used in Contact with Earth or
Granular Fill Under Concrete Slabs for additional guidance on this issue.
ECS recommends that the slab be isolated from the footings so differential settlement of the
structure will not induce shear stresses on the floor slab. Also, in order to minimize the crack
width of shrinkage cracks that may develop near the surface of the slab, we recommend mesh
reinforcement as a minimum be included in the design of the floor slab. For maximum
effectiveness, temperature and shrinkage reinforcements in slabs on ground should be
positioned in the upper third of the slab thickness. The Wire Reinforcement Institute
recommends the mesh reinforcement be placed 2 inches below the slab surface or upper onethird of slab thickness, whichever is closer to the surface.
Adequate construction joints, contraction joints and isolation joints should also be provided in the
slab to reduce the impacts of cracking and shrinkage. Please refer to ACI 302.1R96 Guide for
Concrete Floor and Slab Construction for additional information regarding concrete slab joint
design.
5.5.
Cut and Fill Slopes
We recommend that permanent cut slopes with less than 10 feet crest height through
undisturbed residual soils be constructed at 2:1 (horizontal: vertical) or flatter. Permanent fill
slopes less than 10 feet tall may be constructed using controlled fill at a slope of 2.5:1 or flatter.
216
Report of Subsurface Exploration
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Wadesboro, North Carolina
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ECS Project No. 08-10354
November 7, 2014
A slope of 3:1 or flatter may be desirable to permit establishment of vegetation, safe mowing,
and maintenance. The surface of all cut and fill slopes should be adequately compacted. All
permanent slopes should be protected using vegetation or other means to prevent erosion.
The outside face of building foundations and the edges of pavements placed near slopes should
be located an appropriate distance from the slope. Buildings or pavements placed at the top of
fill slopes should be placed a distance equal to at least 1/3 of the height of the slope behind the
crest of the slope. Buildings or pavements near the bottom of a slope should be located at least
½ of the height of the slope from the toe of the slope. Slopes with structures located closer than
these limits or slopes taller than the height limits indicated should be specifically evaluated by
the geotechnical engineer and may require approval from the building code official.
Temporary slopes in confined or open excavations should perform satisfactorily at inclinations of
2:1. All excavations should conform to applicable OSHA regulations. Appropriately sized
ditches should run above and parallel to the crest of all permanent slopes to divert surface runoff
away from the slope face. To aid in obtaining proper compaction on the slope face, the fill
slopes should be overbuilt with properly compacted structural fill and then excavated back to the
proposed grades.
5.6.
Below Grade Excavation
Information regarding the depth of the planned underground utilities or site grades was not
provided at the time of this report. Based on the results of the soil test borings, we do not
anticipate difficult excavation will be encountered.
In mass excavation for general site work, dense soils and PWR can usually be removed by
ripping with a single-tooth ripper attached to a large crawler tractor or by breaking it out with a
large front-end loader. In confined excavations such as foundations, utility trenches, etc.,
removal of PWR may require use of heavy duty backhoes, pneumatic spades, or blasting.
As a general guide, we recommend the following definitions be used to define rock:
General Excavation
Rip Rock: Material that cannot be removed by scrapers, loaders, pans, dozers, or
graders; and requires the use of a single-tooth ripper mounted on a
crawler tractor having a minimum draw bar pull rated at not less than
56,000 pounds.
Blast Rock: Material which cannot be excavated with a single-tooth ripper mounted on
a crawler tractor having a minimum draw bar pull rated at not less than
56,000 pounds (Caterpillar D-8 or equivalent) or by a Caterpillar 977
frontend loader or equivalent; and occupying an original volume of at least
one (1) cubic yard.
Trench Excavation
Blast Rock: Material which cannot be excavated with a backhoe having a bucket
curling force rated at not less than 25,700 pounds (Caterpillar Model 225
or equivalent), and occupying an original volume of at least one-half (1/2)
cubic yard.
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Wadesboro, North Carolina
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ECS Project No. 08-10354
November 7, 2014
As noted in the Geology section of this report, the weathering process in the Piedmont can be
erratic and significant variations of the depths of the more dense materials can occur in relatively
short distances. In some cases, isolated boulders or thin rock seams may be present in the soil
matrix.
6.
6.1.
CONSTRUCTION CONSIDERATIONS
Site Preparation
Prior to construction, the proposed construction area should be stripped of all topsoil and
organic material, and other soft or unsuitable material. Upon completion of these razing and
stripping operations, the exposed subgrade in areas to receive fill should be proofrolled with a
loaded dump truck or similar pneumatic-tired vehicle having a loaded weight of approximately 25
tons. After excavation, the exposed subgrades in cut areas should be similarly proofrolled.
Proofrolling operations should be performed under the observation of a geotechnical engineer or
his authorized representative. The proofrolling should consist of two (2) complete passes of the
exposed areas, with each pass being in a direction perpendicular to the preceding one. Any
areas which deflect, rut or pump during the proofrolling, and fail to be remedied with successive
passes, should be undercut to suitable soils and backfilled with compacted fill.
The ability to dry wet soils, and therefore the ability to use them for fill, will likely be enhanced if
earthwork is performed during summer or early fall. If earthwork is performed during winter or
after appreciable rainfall then subgrades may be unstable due to wet soil conditions, which could
increase the amount of undercutting required. Drying of wet soils, if encountered, may be
accomplished by spreading and disking or by other mechanical or chemical means.
6.2.
Fill Material and Placement
The project fill should be soil that has less than five percent organic content and a liquid limit and
plasticity index less than 50 and 30, respectively. Soils with Unified Soil Classification System
group symbols of SP, SW, SM, SC, and ML are generally suitable for use as project fill. Soils
with USCS group symbol of CL that meet the restrictions for liquid limit and plasticity index are
also suitable for use as project fill. As previously mentioned in this report, ECS classified the
soils using the visual/manual method. Therefore, we recommend Atterberg limits testing be
performed on encountered CL soils to evaluate their suitability to support the structure. Soils
with USCS group symbol of MH or CH (high elasticity or plasticity soil) or corrosive soils are
generally not suitable for use as engineered fill.
The fill should exhibit a maximum dry density of at least 90 pounds per cubic foot, as determined
by a standard Proctor compaction test (ASTM D 698). We recommend that moisture control
limits of -3 to +2 percent of the optimum moisture content be used for placement of project fill
with the added requirement that fill soils placed wet of optimum remain stable under heavy
pneumatic-tired construction traffic. During site grading, some moisture modification (drying
and/or wetting) of the onsite soils will likely be required.
Project fill should be compacted to at least 95 percent of its standard Proctor maximum dry
density except within 24 inches of finished soil subgrade elevation beneath slab-on-grade and
pavements. Within the top 24 inches of finished soil subgrade elevation beneath slab on grade
and pavements, the approved project fill should be compacted to at least 100 percent of its
standard Proctor maximum dry density. Aggregate base course (ABC stone) should be
compacted to 100 percent of standard Proctor maximum dry density. However, for isolated
218
Report of Subsurface Exploration
New Visitor Station – Pee Dee NWR
Wadesboro, North Carolina
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ECS Project No. 08-10354
November 7, 2014
excavations around footing locations or within utility excavations, a hand tamper will likely be
required. ECS recommends that field density tests be performed on the fill as it is being placed,
at a frequency determined by an experienced geotechnical engineer, to verify that proper
compaction is achieved.
The maximum loose lift thickness depends upon the type of compaction equipment used. The
table below provides maximum loose lifts that may be placed based on compaction equipment.
LIFT THICKNESS RECOMMENDATIONS
Maximum Loose Lift
Equipment
Thickness, in.
Large, Self-Propelled Equipment (CAT 815, etc.)
8
Small, Self-Propelled or Remote Controlled (Rammax, etc.)
6
Hand Operated (Plate Tamps, Jumping Jacks, Wacker4
Packers)
ECS recommends that fill operations be observed and tested by an engineering technician to
determine if compaction requirements are being met. The testing agency should perform a
sufficient number of tests to confirm that compaction is being achieved. For mass grading
operations we recommend a minimum of one density test per 2,500 SF per lift of fill placed or
per 1 foot of fill thickness, whichever results in more tests. When dry, the majority of the site soil
should provide adequate subgrade support for fill placement and construction operations. When
wet, the soil may degrade quickly with disturbance from construction traffic. Good site drainage
should be maintained during earthwork operations to prevent ponding water on exposed
subgrades.
We recommend at least one test per 1 foot thickness of fill for every 100 linear ft of utility trench
backfill. Where fill will be placed on existing slopes, we recommend that benches be cut in the
existing slope to accept the new fill. All fill slopes should be overbuilt and then cut back to
expose compacted material on the slope face. While compacting adjacent to below-grade walls,
heavy construction equipment should maintain a horizontal distance of 1(H):1(V). If this
minimum distance cannot be maintained, the compaction equipment should run perpendicular,
not parallel to, the long axis of the wall.
6.3.
Foundation Construction & Testing
Foundation excavations should be tested to confirm adequate bearing prior to installation of
reinforcing steel or placement of concrete. Unsuitable soils should be undercut to firm soils and the
undercut excavations should be backfilled with compacted controlled fill. Exposure to the
environment may weaken the soils at the footing bearing level if the foundation excavations
remain open for too long a time; therefore, foundation concrete should be placed the same day
that foundations are excavated. If the bearing soils are softened by surface water intrusion or
exposure, the softened soils must be removed from the foundation excavation bottom
immediately prior to placement of concrete. If the excavation must remain open overnight, or if
rainfall becomes imminent while the bearing soils are exposed, a 1- to 3-inch thick "mud mat" of
"lean" concrete may be placed on the bearing surface to protect the bearing soils. The mud mat
should not be placed until the bearing soils have been tested for adequate bearing capacity.
Foundations undercut should be backfilled with engineered fill. If lean concrete is placed within
the undercut zone, the foundation footprint does not require oversizing. However, if soil or ABC
stone is used in lieu of lean concrete, the foundation footprint should be oversized on a 1V:1H
scale.
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Wadesboro, North Carolina
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ECS Project No. 08-10354
November 7, 2014
We recommend testing all shallow foundations to confirm the presence of foundation materials
similar to those assumed in the design. We recommend the testing consist of hand auger
borings with Dynamic Cone Penetrometer (DCP) testing performed by an engineer or
engineering technician.
7.
GENERAL COMMENTS
The borings performed at this site represent the subsurface conditions at the location of the
borings only. Due to the prevailing geology and presence of existing undocumented fill,
changes in the subsurface conditions can occur over relatively short distances that have not
been disclosed by the results of the borings performed. Consequently, there may be
undisclosed subsurface conditions that require special treatment or additional preparation once
these conditions are revealed during construction.
Our evaluation of foundation support conditions has been based on our understanding of the site
and project information and the data obtained in our exploration. The general subsurface
conditions utilized in our foundation evaluation have been based on interpolation of subsurface
data between and away from the test holes. If the project information is incorrect or if the
structure locations (horizontal or vertical) and/or dimensions are changed, please contact us so
that our recommendations can be reviewed. The discovery of any site or subsurface conditions
during construction which deviate from the data outlined in this exploration should be reported to
us for our evaluation. The assessment of site environmental conditions for the presence of
pollutants in the soil, rock, and groundwater of the site was beyond the scope of this exploration.
The recommendations outlined herein should not be construed to address moisture or water
intrusion effects after construction is completed. Proper design of landscaping, surface and
subsurface water control measures are required to properly address these issues. In addition,
proper operation and maintenance of building systems is required to minimize the effects of
moisture or water intrusion. The design, construction, operation, and maintenance of
waterproofing and dampproofing systems are beyond the scope of services for this project.
220
APPENDIX
Site Vicinity Map Boring Location Diagram Borelogs ASFE Documents 221
LEGEND:
Source:
Google Maps
FIGURE 1
Site Vicinity Map
New Visitor Station - Pee Dee NWR
Wadesboro, North Carolina
PROJ. MGR.
EHF
DRAFTSMAN
JBB
REVISIONS
SCALE
N.T.S.
PROJECT NO.
10354
FIGURE
1
DATE
222 10-30-14
B-1
B-3
B-4
B-2
LEGEND:
= Approximate Location of Boring
Background Image Provided By:
Wiley|Wilson
FIGURE 2
Boring Location Diagram
New Visitor Station - Pee Dee NWR
Wadesboro, North Carolina
PROJ. MGR.
EHF
DRAFTSMAN
JBB
REVISIONS
SCALE
N.T.S.
PROJECT NO.
10354
FIGURE
2
DATE
223 10-30-14
JOB #
CLIENT
Wiley|Wilson
BORING #
10354
SHEET
B-1
1 OF 1
ARCHITECT-ENGINEER
PROJECT NAME
New Visitor Station - Pee Dee NWR - DTR
SITE LOCATION
CALIBRATED PENETROMETER TONS/FT2
1
Highway 52, Wadesboro, Anson County, North Carolina
NORTHING
EASTING
2
LOCATION
RQD%
DESCRIPTION OF MATERIAL
4
5+
REC.%
40%
PLASTIC
LIMIT %
BLOWS/6"
229
ELEVATION (FT)
LOSS OF CIRCULATION
SURFACE ELEVATION
0
ENGLISH UNITS
WATER LEVELS
RECOVERY (IN)
SAMPLE DIST. (IN)
SAMPLE TYPE
SAMPLE NO.
DEPTH (FT)
20%
BOTTOM OF CASING
3
ROCK QUALITY DESIGNATION & RECOVERY
60%
80%
100%
WATER
CONTENT %
LIQUID
LIMIT %
STANDARD PENETRATION
BLOWS/FT
10
20
30
40
50+
Asphalt Depth [5"], ABC Stone Depth [7"]
S-1
SS
18
16
S-2
SS
18
14
S-3
SS
18
18
S-4
SS
18
14
12
7
5
(SM) SILTY FINE TO MEDIUM SAND, Brown,
Moist, Medium Dense
(CL) SANDY CLAY, Orangish Tan to Brown,
Moist, Very Stiff
225
5
5
6
10
12
16
8
8
10
220
10
18
7
9
16
25
(CH) PLASTIC CLAY, Brown, Moist, Very Stiff
S-5
SS
18
215
18
15
7
10
19
29
END OF BORING @ 15.0'
210
20
205
25
200
30
THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU THE TRANSITION MAY BE GRADUAL.
WL
GNE
WL(BCR)
WL
WS
WL(ACR)
WD
GNE
BORING STARTED
10/21/14
BORING COMPLETED
10/21/14
RIG
SIMCO 2400
FOREMAN
CAVE IN DEPTH
Cody
@ 11.9'
DRILLING METHOD
2.25 H.S.A.
224
JOB #
CLIENT
Wiley|Wilson
BORING #
10354
SHEET
B-2
1 OF 1
ARCHITECT-ENGINEER
PROJECT NAME
New Visitor Station - Pee Dee NWR - DTR
SITE LOCATION
CALIBRATED PENETROMETER TONS/FT2
1
Highway 52, Wadesboro, Anson County, North Carolina
NORTHING
EASTING
2
LOCATION
RQD%
40%
PLASTIC
LIMIT %
BLOWS/6"
228
ELEVATION (FT)
LOSS OF CIRCULATION
SURFACE ELEVATION
0
ENGLISH UNITS
WATER LEVELS
RECOVERY (IN)
SAMPLE DIST. (IN)
SAMPLE TYPE
SAMPLE NO.
DEPTH (FT)
DESCRIPTION OF MATERIAL
4
5+
REC.%
20%
BOTTOM OF CASING
3
ROCK QUALITY DESIGNATION & RECOVERY
60%
80%
100%
WATER
CONTENT %
LIQUID
LIMIT %
STANDARD PENETRATION
BLOWS/FT
10
20
30
40
50+
Asphalt Depth [5"], ABC Stone Depth [14"]
S-1
S-2
SS
SS
18
18
18
6
4
4
(SM) SILTY FINE TO MEDIUM SAND, Tannish
to Orangish Brown, Moist, Loose to Medium
Dense
5
7
16
16
5
S-3
SS
18
16
(CL) SANDY CLAY, Trace Gravel, Grayish Tan,
Moist, Very Stiff
12
9
11
SS
18
(PWR) PARTIALLY WEATHERED ROCK
SAMPLED AS SILTY FINE TO MEDIUM SAND,
Brown, Moist
SS
16
29
215
17
30
50/4
16
15
20
6
10
19
18
10
S-5
23
220
(CL) SANDY CLAY, Brown, Moist, Very Stiff
S-4
8
225
100+
END OF BORING @ 15.0'
210
20
205
25
200
30
THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU THE TRANSITION MAY BE GRADUAL.
WL
GNE
WL(BCR)
WL
WS
WL(ACR)
WD
GNE
BORING STARTED
10/21/14
BORING COMPLETED
10/21/14
RIG
SIMCO 2400
FOREMAN
CAVE IN DEPTH
Cody
@ 12.0'
DRILLING METHOD
2.25 H.S.A.
225
JOB #
CLIENT
Wiley|Wilson
BORING #
10354
SHEET
B-3
1 OF 1
ARCHITECT-ENGINEER
PROJECT NAME
New Visitor Station - Pee Dee NWR - DTR
SITE LOCATION
CALIBRATED PENETROMETER TONS/FT2
1
Highway 52, Wadesboro, Anson County, North Carolina
NORTHING
EASTING
2
LOCATION
RQD%
DESCRIPTION OF MATERIAL
S-1
SS
18
12
Topsoil Depth [1"]
(SM FILL) SILTY FINE TO MEDIUM SAND,
Grayish Brown, Moist, Loose
S-2
SS
18
6
(SC FILL) CLAYEY COARSE SAND, Contains
Rock Fragments, Brown, Moist, Medium Dense
S-3
SS
18
16
(CL) SANDY CLAY, Orangish Brown and White,
Moist, Very Stiff
S-4
SS
18
16
225
220
60%
80%
100%
WATER
CONTENT %
LIQUID
LIMIT %
STANDARD PENETRATION
BLOWS/FT
10
20
30
40
50+
8
15
17
16
9
17
23
18
15
5+
215
(SM) SILTY FINE TO MEDIUM SAND, Dark
Brown, Moist, Dense
18
5
7
10
3
6
10
10
SS
3
4
4
14
7
8
5
S-5
4
REC.%
40%
PLASTIC
LIMIT %
BLOWS/6"
227
ELEVATION (FT)
LOSS OF CIRCULATION
SURFACE ELEVATION
0
ENGLISH UNITS
WATER LEVELS
RECOVERY (IN)
SAMPLE DIST. (IN)
SAMPLE TYPE
SAMPLE NO.
DEPTH (FT)
20%
BOTTOM OF CASING
3
ROCK QUALITY DESIGNATION & RECOVERY
40
END OF BORING @ 15.0'
210
20
205
25
200
30
THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU THE TRANSITION MAY BE GRADUAL.
WL
GNE
WL(BCR)
WL
WS
WL(ACR)
WD
GNE
BORING STARTED
10/21/14
BORING COMPLETED
10/21/14
RIG
SIMCO 2400
FOREMAN
CAVE IN DEPTH
Cody
@ 12.2'
DRILLING METHOD
2.25 H.S.A.
226
JOB #
CLIENT
Wiley|Wilson
BORING #
10354
SHEET
B-4
1 OF 1
ARCHITECT-ENGINEER
PROJECT NAME
New Visitor Station - Pee Dee NWR - DTR
SITE LOCATION
CALIBRATED PENETROMETER TONS/FT2
1
Highway 52, Wadesboro, Anson County, North Carolina
NORTHING
EASTING
2
LOCATION
RQD%
DESCRIPTION OF MATERIAL
S-1
SS
18
16
S-2
SS
18
18
S-3
SS
18
14
S-4
SS
18
18
Topsoil Depth [1"]
(SM) SILTY FINE TO MEDIUM SAND, Tannish
Brown, Moist, Medium Dense
5
4
7
(SC) CLAYEY FINE TO MEDIUM SAND,
Brown, Moist, Dense
220
5
(CL) SANDY CLAY, Brown, Moist, Hard
SS
9
9
15
60%
5+
(SM) SILTY FINE TO MEDIUM SAND, Dark
Brown, Moist, Very Dense
215
(PWR) PARTIALLY WEATHERED ROCK
SAMPLED AS SILTY FINE TO MEDIUM SAND,
Dark Brown, Moist
210
80%
100%
WATER
CONTENT %
LIQUID
LIMIT %
STANDARD PENETRATION
BLOWS/FT
10
20
30
40
50+
11
43
6
17
26
11
17
18
10
S-5
4
REC.%
40%
PLASTIC
LIMIT %
BLOWS/6"
224
ELEVATION (FT)
LOSS OF CIRCULATION
SURFACE ELEVATION
0
ENGLISH UNITS
WATER LEVELS
RECOVERY (IN)
SAMPLE DIST. (IN)
SAMPLE TYPE
SAMPLE NO.
DEPTH (FT)
20%
BOTTOM OF CASING
3
ROCK QUALITY DESIGNATION & RECOVERY
35
7
19
40
59
34
50/3
100+
END OF BORING @ 15.0'
205
20
200
25
195
30
THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU THE TRANSITION MAY BE GRADUAL.
WL
GNE
WL(BCR)
WL
WS
WL(ACR)
WD
GNE
BORING STARTED
10/21/14
BORING COMPLETED
10/21/14
RIG
SIMCO 2400
FOREMAN
CAVE IN DEPTH
Cody
@ 11.9'
DRILLING METHOD
2.25 H.S.A.
227
GW
Well graded gravels, gravelsand mixtures, little or no fines
GP
Poorly graded gravels, gravelsand mixtures, little or no fines
d
Clean Sands
(Little or no fines)
Sands with
fines
Typical Names
Silty Gravels, gravel-sand-silt
mixtures
u
GC
Clayey Gravels, gravel-sandclay mixtures
SW
Well-graded sands, gravelly
sands, little or no fines
SP
Poorly graded sands, gravelly
sands, little or no fines
SMa
d
Silty sands, sand-silt mixtures
u
Clayey sands, sand-clay
mixtures
SC
ML
CL
Laboratory Classification Criteria
Determine percentages of sand and gravel from grain size curve
Depending on the percentage of the fines (fraction smaller than No. 200 sieve size),
Coarse grained soils are classified as follows:
Less than 5%
GW, GP, SW, SP
More than 12%
GM, GC, SM, SC
5 to 12%
Borderline cases requiring dual symbolsb
Gravels
(More than half of coarse fraction is
larger than No. 4 sieves size)
Clean Gravels
Gravels with
(Little or no fines)
fines
Sands
(More than half of coarse fraction is
smaller than No. 4 sieve size)
Group
Symbols
GMa
Highly
Silts and Clays
Silts and Clays
Organi
(Liquid Limit less than
(Liquid Limit greater than 50)
c
50)
Soils
Fine-Grained Soils
(More than half of material is smaller than No. 200 sieve)
Coarse-Grained Soils
(More than half of the material is larger than No. 200 sieve size)
Major Divisions
Cu=D60/D10 greater than 4
Cc= (D30)2/(D10 x D60) between 1 and 3
Not meeting all gradation requirements for GW
Atterberg limits
below “A” line or P.I.
less than 4
Atterberg limits
above “A” line with
P.I. greater than 7
Above “A” line with P.I.
between 4 and 7 are
borderline cases requiring
use of dual symbols
Cu=D60/D10 greater than 6
Cc= (D30)2/(D10 x D60) between 1 and 3
Not meeting all gradation requirements for SW
Atterberg limits
below “A” line or P.I.
less than 4
Atterberg limits
above “A” line with
P.I. greater than 7
Limits plotting in hatched
zone with P.I. between 4
and 7 are borderline cases
requiring use of dual
symbols
Inorganic silts and very fine sands,
rock flour, silty or clayey fine
sands, or clayey silts with slight
plasticity
Inorganic clays of low to medium
plasticity, gravelly clays, sandy
clays, silty clays, lean clays
OL
Organic silts and organic silty
clays of low plasticity
MH
Inorganic silts, micaceous or
diatomaceous fine sandy or silty
soils, elastic silts
CH
Inorganic clays of high plasticity,
fat clays
OH
Organic clays of medium to high
plasticity, organic silts
Pt
Peat and other highly organic soils
Reference: Winterkorn & Fang, 1975 (ASTM D-2487)
a
Division of GM and SM groups into subdivision of d and u are for road and airfields only. Subdivision is based on Atterberg limits; suffix d used
when L.L. is 28 or less and the P.I. is 6 or less; the suffix u is used when L.L. is greater that 28.
b
Borderline classifications, used for soils possessing characteristics of two groups, are designated by combinations of group symbols. For example:
GW-GC, well-graded gravel-sand mixture with clay binder.
1812 CENTER PARK DRIVE
SUITE D
CHARLOTTE, NC 28217
704/525-5152
FAX/704-357-0023
UNIFIED SOIL
CLASSIFICATION SYSTEM
228
REFERENCE NOTES FOR BORING LOGS
I.
Drilling Sampling Symbols
SS
RC
DC
BS
HSA
REC
II.
Split Spoon Sampler
Rock Core, NX, BX, AX
Dutch Cone Penetrometer
Bulk Sample of Cuttings
Hollow Stem Auger
Rock Sample Recovery %
Shelby Tube Sampler
Pressuremeter
Rock Bit Drilling
Power Auger (no sample)
Wash sample
Rock Quality Designation %
Correlation of Penetration Resistances to Soil Properties
Standard Penetration (blows/ft) refers to the blows per foot of a 140 lb. hammer falling 30
inches on a 2-inch OD split-spoon sampler, as specified in ASTM D 1586. The blow count is
commonly referred to as the N-value.
A.
Non-Cohesive Soils (Silt, Sand, Gravel and Combinations)
Density
Under 4 blows/ft
Very Loose
5 to 10 blows/ft
Loose
11 to 30 blows/ft
Medium Dense
31 to 50 blows/ft
Dense
Over 51 blows/ft
Very Dense
Boulders
Cobbles
Gravel
Sand
Coarse
Medium
Fine
Coarse
Medium
Fine
Silt and Clay
B.
III.
ST
PM
RD
PA
WS
RQD
Relative Properties
Adjective Form
12% to 49%
With
5% to 12%
Particle Size Identification
8 inches or larger
3 to 8 inches
1 to 3 inches
½ to 1 inch
¼ to ½ inch
2.00 mm to ¼ inch (dia. of lead pencil)
0.42 to 2.00 mm (dia. of broom straw)
0.074 to 0.42 mm (dia. of human hair)
0.0 to 0.074 mm (particles cannot be seen)
Cohesive Soils (Clay, Silt, and Combinations)
Blows/ft
Consistency
Under 2
3 to 4
5 to 8
9 to 15
16 to 30
31 to 50
Over 51
Very Soft
Soft
Medium Stiff
Stiff
Very Stiff
Hard
Very Hard
Unconfined
Comp. Strength
Qp (tsf)
Under 0.25
0.25-0.49
0.50-0.99
1.00-1.99
2.00-3.00
4.00–8.00
Over 8.00
Degree of
Plasticity
Plasticity
Index
None to slight
Slight
Medium
High to Very High
0–4
5–7
8 – 22
Over 22
Water Level Measurement Symbols
WL Water Level
WS While Sampling
WD While Drilling
BCR Before Casing Removal
ACR After Casing Removal
Est. Groundwater Level
DCI
Dry Cave-In
WCI
Wet Cave-In
Est. Seasonal High GWT
The water levels are those levels actually measured in the borehole at the times indicated by the
symbol. The measurements are relatively reliable when augering, without adding fluids, in a granular
soil. In clay and plastic silts, the accurate determination of water levels may require several days for
the water level to stabilize. In such cases, additional methods of measurement are generally applied.
229
Important Information About Your
Geotechnical Engineering Report
Subsurface problems are a principal cause of construction delays, cost overruns, claims, and disputes
The following information is provided to help you manage your risks.
Geotechnical Services Are Performed for
Specific Purposes, Persons, and Projects
Geotechnical engineers structure their services to meet the specific needs of
their clients. A geotechnical engineering study conducted for a civil engineer
may not fulfill the needs of a construction contractor or even another civil
engineer. Because each geotechnical engineering study is unique, each geotechnical engineering report is unique, prepared solely for the client. No one
except you should rely on your geotechnical engineering report without first
conferring with the geotechnical engineer who prepared it. And no one - not
even you - should apply the report for any purpose or project except the one
originally contemplated.
Read the Full Report
Serious problems have occurred because those relying on a geotechnical
engineering report did not read it all. Do not rely on an executive summary.
Do not read selected elements only.
A Geotechnical Engineering Report Is Based on
A Unique Set of Project-Specific Factors
Geotechnical engineers consider a number of unique, project-specific factors
when establishing the scope of a study. Typical factors include: the client’s
goals, objectives, and risk management preferences; the general nature of the
structure involved, its size, and configuration; the location of the structure
on the site; and other planned or existing site improvements, such as access
roads, parking lots, and underground utilities. Unless the geotechnical engineer who conducted the study specifically indicates otherwise, do not rely on
a geotechnical engineering report that was:
• not prepared for you,
• not prepared for your project,
• not prepared for the specific site explored, or
• completed before important project changes were made.
Typical changes that can erode the reliability of an existing geotechnical
engineering report include those that affect:
• the function of the proposed structure, as when it’s changed from a
parking garage to an office building, or from alight industrial plant
to a refrigerated warehouse,
• elevation, configuration, location, orientation, or weight of the
proposed structure,
• composition of the design team, or
• project ownership.
As a general rule, always inform your geotechnical engineer of project
changes - even minor ones - and request an assessment of their impact.
Geotechnical engineers cannot accept responsibility or liability for problems
that occur because their reports do not consider developments of which they
were not informed.
Subsurface Conditions Can Change
A geotechnical engineering report is based on conditions that existed at the
time the study was performed. Do not rely on a geotechnical engineering
report whose adequacy may have been affected by: the passage of time; by
man-made events, such as construction on or adjacent to the site; or by natural events, such as floods, earthquakes, or groundwater fluctuations. Always
contact the geotechnical engineer before applying the report to determine if it
is still reliable. A minor amount of additional testing or analysis could prevent
major problems.
Most Geotechnical Findings Are Professional
Opinions
Site exploration identifies subsurface conditions only at those points where
subsurface tests are conducted or samples are taken. Geotechnical engineers
review field and laboratory data and then apply their professional judgment
to render an opinion about subsurface conditions throughout the site. Actual
subsurface conditions may differ-sometimes significantly from those indicated in your report. Retaining the geotechnical engineer who developed your
report to provide construction observation is the most effective method of
managing the risks associated with unanticipated conditions.
A Report’s Recommendations Are Not Final
Do not overrely on the construction recommendations included in your report. Those recommendations are not final, because geotechnical engineers
develop them principally from judgment and opinion. Geotechnical engineers
can finalize their recommendations only by observing actual
230
subsurface conditions revealed during construction. The geotechnical engineer who developed your report cannot assume responsibility or liability for
the report’s recommendations if that engineer does not perform construction
observation.
A Geotechnical Engineering Report Is Subject to
Misinterpretation
Other design team members’ misinterpretation of geotechnical engineering reports has resulted in costly problems. Lower that risk by having your
geotechnical engineer confer with appropriate members of the design team
after submitting the report. Also retain your geotechnical engineer to review
pertinent elements of the design team’s plans and specifications. Contractors
can also misinterpret a geotechnical engineering report. Reduce that risk by
having your geotechnical engineer participate in prebid and preconstruction
conferences, and by providing construction observation.
Do Not Redraw the Engineer’s Logs
Geotechnical engineers prepare final boring and testing logs based upon
their interpretation of field logs and laboratory data. To prevent errors or
omissions, the logs included in a geotechnical engineering report should
never be redrawn for inclusion in architectural or other design drawings.
Only photographic or electronic reproduction is acceptable, but recognize
that separating logs from the report can elevate risk.
Give Contractors a Complete Report and
Guidance
Some owners and design professionals mistakenly believe they can make
contractors liable for unanticipated subsurface conditions by limiting what
they provide for bid preparation. To help prevent costly problems, give contractors the complete geotechnical engineering report, but preface it with a
clearly written letter of transmittal. In that letter, advise contractors that the
report was not prepared for purposes of bid development and that the report’s
accuracy is limited; encourage them to confer with the geotechnical engineer
who prepared the report (a modest fee may be required) and/or to conduct additional study to obtain the specific types of information they need or prefer.
A prebid conference can also be valuable. Be sure contractors have sufficient
time to perform additional study. Only then might you be in a position to give
contractors the best information available to you, while requiring them to at
least share some of the financial responsibilities stemming from unanticipated conditions.
Read Responsibility Provisions Closely
Some clients, design professionals, and contractors do not recognize that
geotechnical engineering is far less exact than other engineering disciplines.
This lack of understanding has created unrealistic expectations that have led
to disappointments, claims, and disputes. To help reduce the risk of such
outcomes, geotechnical engineers commonly include a variety of explanatory
provisions in their reports. Sometimes labeled “limitations” many of these
provisions indicate where geotechnical engineers’ responsibilities begin
and end, to help others recognize their own responsibilities and risks. Read
these provisions closely. Ask questions. Your geotechnical engineer should
respond fully and frankly.
Geoenvironmental Concerns Are Not Covered
The equipment, techniques, and personnel used to perform a geoenvironmental study differ significantly from those used to perform a geotechnical
study. For that reason, a geotechnical engineering report does not usually relate any geoenvironmental findings, conclusions, or recommendations; e.g.,
about the likelihood of encountering underground storage tanks or regulated
contaminants. Unanticipated environmental problems have led to numerous
project failures. If you have not yet obtained your own geoenvironmental information, ask your geotechnical consultant for risk management guidance.
Do not rely on an environmental report prepared for someone else.
Obtain Professional Assistance To Deal with Mold
Diverse strategies can be applied during building design, construction, operation, and maintenance to prevent significant amounts of mold from growing on indoor surfaces. To be effective, all such strategies should be devised
for the express purpose of mold prevention, integrated into a comprehensive
plan, and executed with diligent oversight by a professional mold prevention
consultant. Because just a small amount of water or moisture can lead to
the development of severe mold infestations, a number of mold prevention
strategies focus on keeping building surfaces dry. While groundwater, water infiltration, and similar issues may have been addressed as part of the
geotechnical engineering study whose findings are conveyed in-this report,
the geotechnical engineer in charge of this project is not a mold prevention
consultant; none of the services performed in connection with
the geotechnical engineer’s study were designed or conducted
for the purpose of mold prevention. Proper implementation of
the recommendations conveyed in this report will not of itself
be sufficient to prevent mold from growing in or on the structure involved.
Rely on Your ASFE-Member Geotechnical
Engineer For Additional Assistance
Membership in ASFE/The Best People on Earth exposes geotechnical engineers to a wide array of risk management techniques that can be of genuine
benefit for everyone involved with a construction project. Confer with your
ASFE-member geotechnical engineer for more information.
The Best People on Earth
8811 Colesville Road/Suite G106, Silver Spring, MD 20910
Telephone:’ 301/565-2733 Facsimile: 301/589-2017
e-mail: info@asfe.org
www.asfe.org
Copyright 2004 by ASFE, Inc. Duplication, reproduction, or copying of this document, in whole or in part, by any means whatsoever, is strictly prohibited, except with ASFE’s specific
written permission. Excerpting, quoting, or otherwise extracting wording from this document is permitted only with the express written permission of ASFE, and only for purposes
of scholarly research or book review. Only members of ASFE may use this document as a complement to or as an element of a geotechnical engineering report. Any other firm,
individual, or other entity that so uses this document without being anASFE member could be committing negligent or intentional (fraudulent) misrepresentation.
IIGER06045.0M
231