Palmdale City Council
May 1, 2024

October 27, 2021
W.O. 7648

MDN 22503
x Laboratory testing (Appendix B).
x Engineering analyses.
x Review of a previous reports by GSC for the adjacent property to the east of the subject site.
x Preparation of this report.

1.2 Limitations

The findings and recommendations of this r eport were prepared in accordance with generally accepted professional geotechnical engineering principles and practice for the City of Palmdale at this time. We make no other warranty, either express or implied. The conclusions and recommendations contained in this report are based on-site conditions disclosed in our subs urface investigation and the referenced reports. However, soil/rock conditions can vary significantly between test pits and borings; therefore, further refinements of our recommendations contained herein may be necessary due to changes in the building plans or what is encountered during site grading.

The recommendations provided in this report are applicable for preliminary development planning for the referenced trac t provided that surface water will be kept from infiltrating into the subgrade adjacent to the house foundation systems.

This may include, but not be limited to rainwater, roof water, landscape water and/or leaky plumbing. The lots are to be fine graded at the completion of construction to include positive drainage away from the structure and roof water will be collected via gutters, downspouts, and transported to the street in buried drainpipes. Home buyers should be cautioned against constr ucting open draining planters adjacent to the houses or obstructing the yard drainage in any way.

Since our investigation was based on the site conditions observed, selective laboratory testing, and engineering analyses, the conclusions and recommendations contained herein are professional opini ons. Further, these opinions have been derived in accordance with standard engineering practices, and no warranty is expressed or implied.

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October 27, 2021
W.O. 7648
MDN 22503

2.0 SITE DISCRIPTION
The subject site is located within the City of Palmdale along the south side of East Palmdale Boulevard and east of Hudsonia Street (Figure 1). The site is vacant with scatter brush and a few dirt roads. The generally level site is bounded to the south and west by existing residential developments, to the north by East Palmdale Boulevard, and to the east by open space.

3.0 PROPOSED DEVELOPMENT
Proposed development of the site will consist of a cut/fill grading operation to create 67 lots for single-family residential construction and associated streets. Rough Grading Plans were prepared by Civil Design and Drafting and are included as the base map for Plate 1.

4.0 PREVIOUS STUDIES AND GRADING

4.1 Previous Studies
GSC prepared a report for Tract 73068 to the eas t of the subject tract (References).

No other studies are known to exist on the subject tract.

4.2 Previous Grading
Grading has not been performed on the site. A few dirt roads traverse the site.

5.0 GEOLOGIC ENVIRONMENT
Geologic conditions on the subject site were determined through research, field mapping, and subsurface exploration, and the results were superimposed on the Geologic Map, Plate

1. During grading, a geologist should be present to confirm the geologic conditions encountered on the site are consistent with those presented herein. The following sections present our findings concerning subsurface and groundwater conditions.

5.1 Regional Geologic Setting
The subject tract is located within the Mo jave Desert Geomorphic Provence. The Mojave is a broad interior region of isolated mountain ranges separated by expanses GeoSoils Consultants Inc.

GEOTECHNICAL GEOLOGIC ENVIRONMENTAL
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GSC
DATE:

W.O. NO.:

SITE LOCATION MAP
ENTATIVE TRACT 83359

PALMDALE, CALIFORNIA
RAVELLO HOLDINGS, LLC.
10/2021
7648
FIGURE 1
SITE
MDN 22503

October 27, 2021
W.O. 7648
MDN 22503
of desert plains. It has an interior enclosed drainage and many playas. There are two important fault trends that control topography, a prominent NW-SE trend and a secondary east-west trend (apparent alignment with Transverse Ranges is significant). The Mojave province is wedged in a sharp angle between the Garlock Fault (southern boundary Sierra Nevada) and the San Andreas Fault, where it bends east from its northwest trend. The northern boundary of the Mojave is separated from the prominent Basin and Range by the eastern extension of the Garlock Fault.

A Regional Geologic Map is included as Figure 2.

5.2 Local Geologic Setting
The subject site is located within the Antelope Valley and is underlain by deep deposits of alluvium.

5.3 Earth Materials
Alluvium (Qal)
Alluvium underlies the site and consists of interbedded sand and gravelly sand, with variable amounts of silt. The alluvium is slightly moist and dense.

5.4 Geologic Structure
The site is underlain by alluvium and lacks geologic structure.

5.5 Mass Wasting
The site is flat and mass wasting does not present a hazard.

5.6 Groundwater
Groundwater was not encountered in any of the test pits or borings excavated as part of this study. Perched groundwater conditions may exist within the alluvium during wet periods of the year. Historic hi gh groundwater is over 100 feet below the ground surface.

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GSC
DATE:

W.O. NO.:

REGIONAL GEOLOGIC MAP
ENTATIVE TRACT 83359

PALMDALE, CALIFORNIA
RAVELLO HOLDINGS, LLC.

FIGURE 2
SITE
10/2021
7648
MDN 22503

October 27, 2021
W.O. 7648

MDN 22503

5.7 Expansive Soil

Onsite soil is anticipated to have a very low expansion index. Additional testing will be performed at the completion of grading and the results will be presented in a final compaction report.

6.0 FAULTING AND SEISMICITY

The project site is not located within an Alqu ist-Priolo Earthquake Fault Zone and there are no active faults on or adjacent to the property (Figure 3). Although there are no faults on or adjacent to the property, there are faults near the site that can cause moderate to intense ground shaking during the lifetime of the proposed development. Therefore, earthquake resistant design is recommended.

The closest active fault to the site is the San Andreas Fault, located approximately 3.2 miles to the southwest. The San Andreas Fault is a continental transform fault that extends roughly 1,200 kilometers (750 mi) through California. It forms the tectonic boundary between the Pacific Plate and the North American Plate, and its motion is right-lateral strike- slip. The fault divides into three segments, each with different characteristics and a different degree of earthquake risk. The slip rate along the fault ranges from 20 to 35 mm (0.79 to

1.38 in)/yr.

The southern segment (also known as the Mo jave segment) begins near Bombay Beach, California. Box Canyon, near the Salton Sea, contains upturned strata associated with that section of the fault. The fault then runs along the southern base of the San Bernardino Mountains, crosses through the Cajon Pass and continues northwest along the northern base of the San Gabriel Mountains. These m ountains are a result of movement along the San Andreas Fault and are commonly called the Transverse Range. In Palmdale, a portion of the fault is easily examined at a roadcut for the Antelope Valley Freeway. The fault continues northwest alongside the Elizabeth Lake Road to the town of Elizabeth Lake. As it passes the towns of Gorman, Tejon Pass and Frazier Park, the fault begins to bend northward, forming the "Big Bend". This restraining bend is thought to be where the fault locks up in Southern California, with an earthquak e-recurrence interval of roughly 140 to 60 GeoSoils Consultants Inc.

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GSC
DATE:

W.O. NO.:

SEISMIC HAZARD ZONE MAP
ENTATIVE TRACT 83359

PALMDALE, CALIFORNIA
RAVELLO HOLDINGS, LLC.

FIGURE 310/2021
7648
MDN 22503
SITE

October 27, 2021
W.O. 7648

MDN 22503
years. Northwest of Frazier Park, the fault runs through the Carrizo Plain, a long, treeless plain where much of the fault is plainly visi ble. The Elkhorn Scarp defines the fault trace along much of its length within the plain.

The southern segment, which stretches from Parkfield in Monterey County all the way to the Salton Sea, is capable of an 8.1-magnitude ea rthquake. At its closest, this fault passes about 35 miles (56 km) to the northeast of Los Angeles.

Earthquake Characterization: Earthquakes are characterized by magnitude, which is a quantitative measure of the earthquake stre ngth, based on strain energy released during a seismic event. The magnitude of an earthquake is constant for any given site and is independent of the site in question.

Earthquake Intensity: The intensity of an earthquake at a random site is not constant and is subject to variations. Th e intensity is an indirect measurement of ground motion at a particular site and is affected by the earthquake magnitude, the distance between the site and the hypocenter (the location on the fault at depth where the energy is released), and the geologic conditions between the site and the hypocenter. Intensity, which is often measured by the Mercalli scale, generally increases with increasing magnitude and dec reases with increasing distance from the hypocenter. Topography may also affect the intensity of an earthquake from one site to another. Topographic effects such as steep sided ridges or slopes may result in a higher intensity than sites located in relatively flat-lying areas.

6.1 2019 California Building Code (CBC), Seismic Design Criteria

The 2019 CBC (California Building Code) seis mic coefficient criteria are provided here for structural design consideration.

Under the Earthquake Design Regulations of Chapter 19, Section 1613 of the CBC 2019, the following coefficients apply for the proposed structures at the site. Class D should be used for the site. The following seismic data is presented for preliminary design purposes.

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W.O. 7648

MDN 22503
2019 CBC Section 1613, Earthquake Loads
Site Class Definition D
Mapped Spectral Response Acceleration Parameter, Ss (Figure 1613.3.1 for 0.2 second) 1.889 Mapped Spectral Response Acceleration Parameter, S1 (Figure 1613.3.1 for 1.0 second) 0.788 Site Coefficient, Fa (Table 1613.3.3(1) short period) 1.2 Site Coefficient, Fv (Table 1613.3.3(2) 1-second period) 1.7 Adjusted Maximum Considered Earthquake Spectral Response Acceleration Parameter SMS 2.266 Adjusted Maximum Considered Earthquake Spectral Response Acceleration Parameter SM1 1.3 Design Spectral Response Acceleration Parameter, SDS (Eq. 16-39) 1.511 Design Spectral Response Acceleration Parameter, SD1 (Eq. 16-40) 0.893 Notes: Longitude: -118.0361, Latitude: 34.5779

1. Site Class Designation: Class D is recommended based on subsurface condition.

2. Ss, SMs, and SDs are spectral response accelerations for the period of 0.2 second.

3. S1, SM1, and SD1 are spectral response accelerations for the period of 1.0 second.

4. These values may only be utilized where the value of the seismic response coefficient, Cs, satisfies equation 12.8-3 or 12.8-4 of the ASCE Standard 7-16

Conformance to the above criteria for seismic excitation does not constitute any kind of guarantee or assurance that significant structural damage or ground failure will not occur if a maximum level earthquake occurs. The primary goal of seismic design is to protect life and not to avoid all dama ge, since such design may be economically prohibitive. Following a major earthquake, a building may be damaged beyond repair, yet not collapse.

6.2 Secondary Earthquake Effects
Ground shaking produced during an earthquake can result in a number of potentially damaging phenomena classified as secondary earthquake effects. These secondary effects include ground rupture, landslides, seiches and tsunamis, seismically induced settlement, and liquef action. Descriptions of each of these phenomena and how it could potentially affect the proposed site are described as follows:

6.2.1 Ground Rupture
Ground rupture occurs when movement on a fault breaks the ground surface and usually occurs along pre-existing fault traces where zones of weakness already exist. The State has established Earthquake Fault Zones for the purpose of mitigating the hazard of fault rupture by prohibiting the location of most human occupancy structures across the traces of active faults.

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October 27, 2021
W.O. 7648

MDN 22503
Earthquake fault zones are regulatory zones that encompass surface traces of active faults with a potential for future surface fault rupture. The site is not located within a State established Earthquake Fault Zone and there are no know active faults within the limits of the property (Figure 3); therefore, the ground rupture hazard potential for the site is considered remote.

6.2.2 Landsliding

Landslides are slope failures that occu r where the horizontal seismic forces act to induce soil and/or bedrock failures. The most common affect is reactivation or movement on a pre-exis ting landslide. Typically, existing slides that are stable under static conditions (i.e., factor-of-safety above one) become unstable and move during strong ground shaking. The site is flat and not subject to landslides.

6.2.3 Seiches and Tsunamis
A seiche is the resonant oscillation of a body of water, typically a lake or swimming pool caused by earthquake shak ing (waves). The hazard exists where water can be splashed out of the body of water and impact nearby structures. No bodies of constant wa ter are near the site, therefore, the hazards associated with seiches are considered low.

Tsunamis are seismic sea waves generated by undersea earthquakes or landslides. When the ocean floor is offset or tilted during an earthquake, a set of waves are generated similar to the concentric waves caused by an object dropped in water.

Tsunamis can have wavelengths of up to 120 miles and travel as fast as 500 miles per hour across hundreds of miles of deep Ocean. Upon reaching shallow coastal waters, the once two-foot high wave can become up to 50 feet in height causing great devastation to structures within reach. Tsunamis can generate seiches as well. Due to the distance of the site relative to the ocean, seiches and tsunamis are not considered a hazard to the site.

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October 27, 2021
W.O. 7648

MDN 22503

6.2.4 Seismic Settlement
Granular soils, in particular, are susceptible to settlement during seismic shaking, whether the soils liquefy or not. During grading, all residual soil will be removed and recompacted in areas of proposed grading and all new fill should be placed on firm alluvium. Therefore, the potential for seismic settlement is considered low.

6.2.5 Liquefaction
Liquefaction describes a phenomenon where cyclic stresses, which are produced by earthquake-induced gr ound motions, create excess pore pressures in cohesionless soils. As a result, the soils may acquire a high degree of mobility, which can lead to lateral spreading, consolidation and settlement of loose sediments, ground oscillation, flow failure, loss of bearing strength, ground fissuring, and sand boils, and other damaging deformations.

This phenomenon occurs only below the water table, but after liquefaction has developed, it can propagate upward into overlying, non-saturated soil as excess pore water escapes. Descriptions of each of the phenomena associated with liquefaction are described as follows:

Lateral Spreading: Lateral spreading is the lateral movement of stiff, surficial blocks of sediments as a result of a s ubsurface layer liquefying. The lateral movements can cause ground fissures or extensional, open cracks at the surface as the blocks move toward a slop e face, such as a stream bank or in the direction of a gentle slope. When the shaking stops, these isolated blocks of sediments come to rest in a place different from their original location and may be tilted.

Ground Oscillation: Ground oscillation occurs when liquefaction occurs at depth but the slopes are too gentle to permit lateral displacement. In this case, individual blocks may separate and oscillate on a liquefied layer. Sand boils and fissures are often associated with this phenomenon.

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Flow Failure: A more catastrophic mode of ground failure than either lateral spreading or ground oscillation, involves large masses of liquefied sediment or blocks of intact material riding on a liquefied layer moving at high speeds over large distances. Generally flow failures are associated with ground slopes steeper than those associated with either lateral spreading or ground oscillation.

Bearing Strength Loss: Bearing str ength decreases with a decrease in effective stress. Loss of bearing strength occurs when the effective stresses are reduced due to the cyclic loading ca used by an earthquake. Even if the soil does not liquefy, the bearing of the soil may be reduced below its value either prior to or after the earthquake. If the bearing strength is sufficiently reduced, structures supported on the sedi ments can settle, tilt, or even float upward in the case of lightly loaded structures such as gas pipelines.

Ground Fissuring and Sand Boils: Ground fissuring and sand boils are surface manifestations associated with liquefaction and lateral spreading, ground oscillation, and flow failure. As apparent from the above descriptions, the likelihood of ground fissures developing is high when lateral spreading, ground oscillations, and flow failure occur. Sand boils occur when the high pore water pressures are relieved by drainage to the surface along weak spots that may have been created by fissuring. As the water flows to the surface, it can carry sediments, and if the pore water pressures are high enough create a gusher (sand boils) at the point of exit.

Ɣ Sediments must be relatively young in age and must not have developed large amounts of cementation;
Ɣ Sediments must consist mainly of cohesionless sands and silts; Ɣ The sediment must not have a high relative density;
Ɣ Free groundwater must exist in the sediment; and
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October 27, 2021
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MDN 22503
Ɣ The site must be exposed to seismic events of a magnitude large enough to induce straining of soil particles.

The subject site is not located in an ar ea of potential liquefaction (Figure 3).

In addition, the site is underlain by dense alluvium and groundwater levels are below at least 50 feet. As a result, the site is not subject to liquefaction.

7.0 CONCLUSIONS

The grading of the subject trac t is considered feasible fr om a geologic and geotechnical engineering viewpoint, provided that the recomm endations presented in this report are followed during grading.

8.0 RECOMMENDATIONS

The following recommendations apply to rough grading of the site.

8.1 Removals

The upper 5 feet of alluvium shall be removed and recompacted in areas of proposed grading and below any proposed structures. Deeper removals may be required if soft or dry soil conditions ar e observed during grading. Removals shall extend a minimum of five feet beyond proposed buildings. Areas to receive fill shall be prepared as discussed below under Site Preparation section.

8.2 Grading

Grading of the site will consist of a cut/fill operation to create level pads and associated streets. The grading will involve the removing and recompacting of existing near surface alluvium. We offer the following recommendations and construction considerations concerning earthwork grading at the site.

8.2.1 General

Monitoring: We recommend that all earthwork (i.e., clearing, site preparation, fill placement, etc.) should be conducted with engineering control under GeoSoils Consultants Inc.

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observation and testing by the Geotechnical Engineer and in accordance with the requirements within the Grading section of this report.

Job Site Safety: At all times, safety should have precedence over production work. If an unsafe job condition is obs erved, it should be brought to the attention of the grading contractor or the developer’s representative. Once this condition is noted, it should be corrected as soon as possible, or work related to the unsafe condition should be terminated.

The contractor for the project should realize that services provided by GSC do not include supervision or direction of the actual work performed by the contractor, his employees, or agents. GSC will use accepted geotechnical engineering and testing procedures; ho wever, our testing and observations will not relieve the contractor of hi s primary responsibility to produce a completed project conforming to the project plans and s pecifications.

Furthermore, our firm will not be responsible for job or site safety on this project, as this is the responsibility of the contractor.

8.2.2 Site Preparation

Existing Structure Location: The General Contractor should locate all surface and subsurface structures on the site or on the approved grading plan prior to preparing the ground.

Existing Structure Removal: Any underground structures (e.g., septic tanks, wells, pipelines, foundations, utilities, etc.) that have not been located prior to grading should be removed or treated in a manner recommended by the Geotechnical Engineer.

Clearing and Stripping: The construction areas should be cleared and stripped of all vegetation, trees, bushes, s od, topsoil, artificial fill, debris, asphalt, concrete, and other deleterious material prior to fill placement.

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Removals: Please refer to the Removals section of this report for specific recommendations for removals.

Subgrade Preparation: We recommend that the subgrade for foundations, pavement areas, over-excavations, and for those areas receiving any additional fill be prepared by scarifying the upper 12 inches and moisture conditioning, as required to obtain at least optimum moisture, but not greater than 120 percent of optimum. The scarified areas shall be compacted to at least 90 percent of the maximum labor atory density, as determined by ASTM D-1557-12 compaction method. All areas to receive fill should be observed by the Geotechnical Engineer prior to fill placement.

Subgrade Inspection: Prior to placing fi ll, the ground surface to receive fill should be observed, tested, and approved by the Geotechnical Engineer.

8.2.3 Fill Placement

Laboratory Testing: Representative samples of materials to be utilized as compacted fill should be analyzed in a laboratory to determine their physical properties. If any material other than that previously tested is encountered during grading, the appropriate analysis of this material should be conducted.

On-Site Fill Material: The on-site soils, in our opinion, are adequate for re- use in controlled fills provided the so ils do not contain any organic matter, debris, and that over-sized rocks are buried in accordance with the recommendations under Rock Fragments.

Subgrade Verification and Compaction Testing: Regardless of material or location, all fill material should be placed over properly compacted subgrades in accordance with the Site Preparation section of this report. The condition of all subgrades shall be verified by t he Geotechnical Engineer before fill placement or earthwork grading begins. Earthwork monitoring and field density testing shall be performed during grading to provide a basis for opinions concerning the degree of soil compaction attained.

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Fill Placement: Approved on-site material shall be evenly placed, watered, processed, and compacted in controlled horizontal layers not exceeding eight inches in loose thickness, and each layer should be thoroughly compacted with approved equipment. All fill material should be moisture conditioned, as required to obtain at least optimum moisture, but not greater than 120 percent of optimum moisture content. The fill should be placed and compacted in horizontal layers, unless otherwise recommended by the Geotechnical Engineer.

Compaction Criteria - Shallow Fills: For fills less than 40 feet in vertical thickness, each layer shall be compac ted to at least 90 percent of the maximum laboratory density for material used as determined by ASTM D- 1557-12. The field density shall be determined by the ASTM D-1556-07 method or equivalent. Where moisture content of the fill or density testing yields compaction results less than 90 percent, additional compaction effort and/or moisture conditioning, as necessary, shall be performed, until the fill material is in accordance with the requirements of the Geotechnical Engineer.

Fill Material - Moisture Content: All fill material placed must be moisture conditioned, as required to obtain at least optimum moisture, but not greater than 120 percent. If excessive moisture in the fill results in failing results or an unacceptable “pumping” condition, then the fill should be allowed to dry until the moisture content is within the necessary range to meet the required compaction requirements or reworked until acceptable conditions are obtained.

Keying and Benching: All fills should be keyed and benched through all topsoil, slopewash, alluvium or colluvium or creep material into firm material where the slope receiving fill is steeper than 5:1 (Horizontal: Vertical) or as determined by Geotechnical Engineer. The standard acceptable bench height is four feet into suitable material. The key for side hill fills should be a GeoSoils Consultants Inc.

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minimum of 15 feet within compacted fill or firm materials, with a minimum toe embankment of 2 feet into compacted fill, unless otherwise specified by the Geotechnical Engineer.

Slope Face - Compaction Criteria: The Contractor should be required to obtain a minimum relative compaction of 90 percent out to the finish slope face of fill slopes. This may be achieved by either overbuilding the slope a minimum of five feet, and cutting back to the compacted core, or by direct compaction of the slope face with suitable equipment, or by any other procedure which produces the required compaction. If the method of achieving the required slope compaction selected by the Contractor fails to produce the necessary results, the Contra ctor should rework or rebuild such slopes until the required degree of compaction is obtained, at no additional cost to the Owner or Geotechnical Engineer. Slope testing will include testing the outer 6 inches to 3 feet of the slope face during and after placement of the fill. In addition, during grading, density tests will be taken periodically on the flat surface of the fill three to five feet horizontally from the face of the slope.

Slope Face - Contractor’s Responsibilit y: The Contractor should prepare a written detailed description of the method or methods he would employ to obtain the required slope compaction. Such documents should be submitted to the Geotechnical Engineer for review and comments prior to the start of grading.

Slope Face - Vegetation: All fill slopes should be planted or protected from erosion by methods specified in the geot echnical report, or required by the controlling governmental agency.

Subgrade Inspection: All processed ground to receive fill and over- excavations should be inspected and approved by the Geotechnical Engineer prior to placing any fill. The Contractor should be responsible for notifying the Geotechnical Engineer when such areas are ready for inspection. Inspection GeoSoils Consultants Inc.

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of the subgrade may also be required by the controlling governmental agency within the respective jurisdictions.

Subgrade Testing: Density tests should also be made on the prepared subgrade to receive fill, unless the areas are underlain by dense alluvium, as required by the Geotechnical Engineer.

Density Testing Intervals: In general, density tests should be conducted at minimum intervals of 2 feet of fill height or every 500 to 1,000 cubic yards.

Due to the variability that can occur in fill placement and different fill material characteristics, a higher number of density tests may be warranted to verify that the required compaction is being achieved.

Grading Control: Earthwork monitoring and field density testing shall be performed by the Geotechnical Engineer during grading to provide a basis for opinions concerning the degree of soil compaction attained. The Contractor should receive a copy of the Geotechnical Engineer's Daily Field Engineering Report which will indicate the results of field density tests for that day. Where failing tests occur or other field problems arise, the Contractor shall be notified of such conditions by written communication from the Geotechnical Engineer in the form of a conference memorandum, to avoid any misunderstanding arising from oral communication.

Drainage Devices: Drainage terraces should be constructed in compliance with the ordinances of controlli ng governmental agencies, or with the recommendations of the Geotechnical Engineer or Engineering Geologist.

8.2.4 Construction Considerations

Erosion Control: Erosion control measures, when necessary, should be provided by the Contractor during gr ading and prior to the completion and construction of permanent drainage controls.

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Compaction Equipment: It is also the Contractor's responsibility to have suitable and sufficient compaction equipment on the project site to handle the amount of fill being placed and the type of fill material to be compacted. If necessary, excavation equipment should be shut down to permit completion of compaction in accordance with the recommendations contained herein.

Sufficient watering devices/equipment should also be provided by the Contractor to achieve optimum moisture content in the fill material.

Final Grading Considerations: Care should be taken by the Contractor during final grading to preserve any berms, drainage terraces, interceptor swales, or other devices of a permanent nature on or adjacent to the property.

8.3 Earthwork Adjustment Factors

The following table presents shrinkage factors as based on laboratory testing of the compacted fill.

EARTHWORK ADJUSTMENT FACTORS
Material Type Adjustment Factor
Alluvium 5 to 10%

8.4 Temporary Excavation

Where the necessary space is availabl e, temporary unsurcharged embankments may be sloped back without shoring. The slope should not be cut steeper than the following gradient:

Height Temporary Gradient
(Horizontal:Vertical)
0 - 3' Near Vertical
above 3' 1:1

In areas where soils with little or no binder are encountered, shoring or flatter excavation slopes shall be made. These recommended temporary excavation slopes do not preclude local ravelling or sloughing.

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All applicable requirements of the California Construction and General Industry Safety Orders, the Occupational Safety and Health Act, and the Construction Safety Act should be met.

Where sloped embankments are used, the top of the slope should be barricaded to prevent equipment and heavy storage loads within five feet of the top of the slope. If the temporary construction embankments are to be maintained for long periods, berms should be constructed along the top of the slope to prevent runoff water from eroding the slope faces. The soils exposed in the temporary backcut slopes during excavation should be observed by our personnel so that modifications of the slopes can be made if variations in the soil conditions occur. The temporary excavation slopes should be supported within three weeks.

8.5 Excavation Observation

All footing and other excavations should be observed by an Engineering Geologist or Geotechnical Engineering prior to placement of any steel to verify that the proper foundation material has been encountered. The City Inspector should also observe the excavation.

8.6 Utility Trenching and Backfill
Utility Trenching: Open excavations and ex cavations that are shored shall conform to all applicable Federal, State, and local regulations.

Backfill Placement: Approved on-site or im ported fill material shall be evenly placed, watered, processed, and compacted in controlled horizontal layers not exceeding eight inches in loose thickness, and each layer should be thoroughly compacted with approved equipment. All fill material should be moisture conditioned, as required to obtain at least optimum moisture, but not greater than 120 percent of optimum moisture content. The fill should be placed and compacted on a horizontal plane, unless otherwise recommended by the Geotechnical Engineer.

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Backfill Compaction Criteria: Each layer of utility trench backfill shall be compacted to at least 90 percent of the maximum laboratory density determined by ASTM D- 1557-12. The field density shall be dete rmined by the ASTM D-1556-07 method or equivalent. Where moisture content of the fill or density testing yields compaction results less than 90 percent, additional compaction effort and/or moisture conditioning, as necessary, shall be perfo rmed, until the compaction criteria is reached.

Exterior Trenches Adjacent to Footings: Exterior trenches, paralleling a footing and extending below a 1H:1V plane projected from the outside bottom edge of the footing, should be compacted to 90 percen t of the laboratory standard. Sand backfill, unless it is similar to the in-place fill, should not be allowed in the trench backfill areas. Density testing, along with probing, should be accomplished to verify the desired results.

Pipe Bedding: We recommend that a minimum of 6 inches of bedding material should be placed in the bottom of the utility trench. All bedding materials shall extend at least 4 inches above the top of utilities which require protection during subsequent trench backfilling. All trenches shall be wide enough to allow for compaction around the haunches of the pipe.

Groundwater Migration: Backfilled utility tr enches may act as French drains to some extent, and considerable groundwater flow along utility bedding and backfill should be expected. Wherever buried utilities, or structures which they may intersect, could be adversely affected by such drainage, provisions shall be made to collect groundwater migrating along the trench lines. These situations include where buried utilities enter buildings, particularly where they enter below grade mechanical rooms, and where buried utilities enter junction boxes or switching stations that are intended to remain dry. Mitigation measures incl ude, but are not limited to, placement of perforated drain pipes below and continuous with bedding materials, and placement of seepage barriers such as lean mix concrete or controlled density fill (CDF).

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9.0 FOUNDATION RECOMMENDATIONS

9.1 Conventional Foundation Recommendations
The following recommendations are provided for preliminary design purposes and the final expansion index should be determined following grading. In our opinion, conventional or post-tensioned foundations should be used to support the proposed structures. We offer the following site-specific recommendations and comments for purposes of footing design and construction. Foundations should be designed for low expansive soil conditions.

Bearing Subgrades: The proposed improvements should be founded into compacted fill.

Subgrade Verification: All footing subgrad es for house foundations should consist of compacted fill. Under no circumstances should footings be cast atop loose, soft, or slough, debris, existing artificial fill, topsoi l, or surfaces covered by standing water.

We recommend that a representative of GSC verify the condition of all subgrades before any concrete is placed.

Footing Depth and Width: Footings should be continuous and be founded at a minimum depth of 18 inches into compacted fill and have a minimum width of 12 inches. Footings should be reinforced according to structural design.

Bearing Pressures: The allowable bearing capacity values shown in the following table include dead and live loads and may be used for design of footings and foundations. All foundations should be founded in compacted fill and should be reinforced according to structural design. The allowable bearing capacity values may be increased by one-third when consider ing short duration loading conditions such as seismic or wind loads.

Bearing Subgrade
Embedment
Depth
(inches)
Allowable
Bearing
Capacity
(psf)
Bearing
Capacity
Increase per
Foot Deeper
Bearing
Capacity
Increase per
Foot Wider (%)
Maximum
Allowable
Bearing
Capacity (psf)
Compacted Fill 18 2,000 20 10 4,000

GeoSoils Consultants Inc.

October 27, 2021
W.O. 7648

MDN 22503
Lateral Capacity: To resist lateral loads, the allowable passive earth pressures shown in the following table, expressed as an equivalent fluid pressure, may be used on that portion of shallow foundations which have a minimum embedment depth as previously recommended. When combining passive pressure and frictional resistance, the passive pressure component should be reduced by one-third.

Soil Type Allowable Lateral
Bearing Pressure
(pcf)
Maximum Allowable Lateral
Bearing Pressure (pcf)
Coefficient of
Friction
Compacted Fill 250 2,500 0.4

9.2 Post-Tensioned Slab Foundation

Post-tensioned slabs should be designed in accordance with the recommendations of either the California Foundation Slab Method or Post-Tensioning Institute. Based on review of laboratory data for the on-site materials, the average soil modulus of subgrade reaction K, to be used for design is 100 pounds per cubic inch. This is equivalent to a surface bearing value of 1,000 pounds per square foot.

1. California Foundation Slab (Spanability) Method

It is recommended that slabs be designed for a free span of 15 feet. From a soil expansion/shrinkage standpoint, a common contributing factor to distress of structures using post-tensioned slabs is fluctuation of moisture in soils underlying the perimeter of the slab, compared to the center, causing a "dishing" or "arching" of the slabs. To mitigate this possibility, a combination of soil presaturation and construction of a perimeter "cut off" wall should be employed.

All slab foundation areas should be moisture conditioned to at least optimum moisture, but no more than 5 percent above optimum moisture for a depth of at least 12 inches below subgrade. A continuous perimeter curtain wall should extend to a depth of at least 12 in ches below exterior grade for low EI soils to preserve this moisture. The cut-off walls may be integrated into the GeoSoils Consultants Inc.

October 27, 2021
W.O. 7648

MDN 22503
slab design or independent of the slab and should be a minimum of six inches wide.

2. Post-Tensioning Institute Method

Post-tensioned slabs should have sufficient stiffness to resist excessive bending due to non-uniform swell and shrinkage of subgrade soils. The differential movement can occur at the corner, edge, or center of slab. The potential for differential uplift can be evaluated using the design specifications of the Post-Tensioning Institute. The following table presents suggested minimum coefficients to be used in the Post-Tensioning Institute design method.

SUGGESTED COEFFICIENTS
Thornthwaite Moisture Index -20 in/yr
Depth to Constant Soil Suction 9 (feet)
Constant Soil Suction: (pf) 3.8

The coefficients are considered minimums and may not be adequate to represent worst case conditions such as adverse drainage, excess watering, and/or improper landscaping and mainte nance. The above parameters are applicable provided structures have gutters and downspouts, yard drains, and positive drainage is maintained away from structure perimeters. Also, the values may not be adequate if the soils below the foundation become saturated or dry such that shrinkag e occurs. The parameters are provided with the expectation that subgrade soils below the foundations are maintained in a relatively uniform moisture condition. Responsible irrigation of landscaping adjacent to the foundation must be practiced since over-irrigation of landscaping can cause problems. Therefore, it is important that information regarding drainage, site maintenance, settlements and effects of expansive soils be passed on to future homeowners.

Based on the above parameters, the following values were obtained from the Post Tension Institute Design manual. If a stiffer slab is desired, higher values of y
m may be warranted.

GeoSoils Consultants Inc.

October 27, 2021
W.O. 7648

MDN 22503

Expansion Index of Soil Subgrade Low EI
em center lift 9.0 feet
em edge lift 4.7 feet
Ym center lift 0.34 inch
Ym edge lift 0.48 inch

Deepened footings/edges around the slab perimeter must be used as indicated above to minimize non-uniform surface moisture migration (from an outside source) beneath the slab. An edge depth of at least 12 inches should be considered for low EI soil. The bottom of the deepened footing/edge should be designed to resist tension, using cable or reinforcement per the Structural Engineer. Other applicable recommendations presented under conventional foundation and the California Foundation Slab Method should be adhered to during the design and construction phase of the project.

9.3 General Recommendations

1. The above parameters are applicable provided structures have gutters and downspouts and positive drainage is maintained away from structures.

Therefore, it is important that in formation regarding drainage and site maintenance be passed on to future homeowners. All slab foundation areas should be moisture conditioned to at least optimum moisture, but no more than 5 percent above optimum moisture for a depth of at least 12 inches below subgrade for low EI soil. The post-tensioned slab designer should determine if the moisture penetration is sufficient for this design. The subgrade soil moisture should be observ ed by a Soil Engineer or his/her representative prior to pouring concrete . It is suggested the above stated moisture be obtained and maintained at least a suggested 2 days prior to pouring concrete.

2. A 10-mil Visqueen vapor barrier should be placed underneath habitable area slabs and/or slabs with floor coverings. This barrier can be placed directly on the subgrade soils, but should be overlain by a two-inch layer of imported GeoSoils Consultants Inc.

October 27, 2021
W.O. 7648

MDN 22503
sand. This vapor barrier shall be lapped and sealed (especially around the utility perforations) adequately to provi de a continuous waterproof barrier under the entire slab.

3. The above recommendations assume, and GeoSoils Consultants, Inc. strongly recommends, that surface water will be kept from infiltrating into the subgrade adjacent to the house foundation system. This may include, but not be limited to rainwater, roof water, landscape water and/or leaky plumbing.

The lots are to be fine graded at the completion of construction to include positive drainage away from the structure and roof water will be collected via gutters, downspouts, and transported to the street in buried drainpipes.

Homebuyers should be cautioned against constructing open draining planters adjacent to the houses or obstructing the yard drainage in any way.

4. Utility trenches beneath the slabs should be backfilled with compacted native soil materials, free of rocks.

5. Subgrade soil beneath footings and slabs should be premoistened prior to placement of concrete.

6. Standard City of Palmdale structural setback guidelines are applicable, except where superseded by specif ic recommendations by the Project Geologist and Geotechnical Engineer.

7. Building or structure footings shall be set back a horizontal distance, x, from the face of adjacent descending slope. The horizontal distance is calculated as x=H/3, where H is the height of slope. The distance x should not be less than 5 feet nor more than 40 feet. The distance x may be provided by deepening the footings.

8. Prior to placing concrete in the foot ing excavations, an inspection should be made by our representative to ensure t hat the footings are free of loose and disturbed soils and are embedded in the recommended material.

GeoSoils Consultants Inc.

October 27, 2021
W.O. 7648

MDN 22503

10. CEMENT TYPE AND CORROSION POTENTIAL

Based on preliminary testing by other consultant s, onsite soil has a negligible to moderate sulfate content and is moderately corrosive. Additional testing will be performed at the completion of grading and the results will be presented in a final compaction report. A qualified corrosion engineer shall be consulted to further evaluate the corrosive properties of the soil.

11. PRELIMINARY PAVEMENT RECOMMENDATIONS

The R-Value of 54 was obtained from the adjac ent Tract 73068 (Reference 6) and used in the following table. Additional R-Values will be taken from street subgrade following grading to confirm the following pavement sections.

The following pavement sections should be considered based on a traffic index provided by the City of Palmdale.

TABLE I

PAVEMENT RECOMMENDATIONS
Traffic Index Subgrade
"R"-value
AC
Thickness
(inches)
Class 2 Aggregate(1)
Base Thickness
(inches)

4.0 54 3.0 4,0

5.0 54 3.0 4.5

10.0 54 5.0 8.0
(1) CalTrans Class 2 Aggregate Base, R>78, SE > 22 (or approved equivalent).

The recommended pavement sections provided above are meant as minimums. If thinner or highly variable pavement sections are constructed, increased maintenance and repair could be expected. If the ADT (average daily traffic) or ADTT (average daily truck traffic) increases beyond that intended, as reflected by the traffic indexes used for design, increased maintenance and repair could be required for the pavement section.

12.0 CLOSURE

We appreciate this opportunity to be of continued service to you. If you have any questions regarding the content of this report or any other aspects of the project, please do not hesitate to contact us.

GeoSoils Consultants Inc.

MDN 22503
October 27, 2021
W.O. 7648

REFERENCES

1. Barrows, A.G., Kahle, J.E. and Beeby, D.J., 1987, Earthquake hazards and tectonic history of the San Andreas Fault Zone, Los Angeles County, California in Hester, R.L. and Hollinger, D.E., editors, San Andreas Fault – Cajon Pass to Palmdale:

Pacific Section American Association of Petroleum Geologists, Volume and Guidebook No. 59, p. 1-92.

2. California Geological Survey, dated 2005, Seismic Hazard Zone Report 095, Seismic Hazard Zone Report for the Lancaster West 7.5-Minute Quadrangle, Los Angeles County, California, California Department of Conservation, Division of Mines and Geology, 1997, Guidelines for evaluating and mitigating seismic hazards in California: California Division of Mines and Geology Special Publication 117, 74 p.

3. California Department of Conservation, Division of Mines and Geology, 2004, Recommended criteria for delineating seismic hazard zones: California Division of Mines and Geology Special Publication 118, 12 p.

4. Dibblee, T.W., Jr., 1997, Geologic Map of the Pacifico Mountain and Palmdale Quadrangles, Los Angeles

5. Dibblee, T.W. Jr., 1960, Geologic map of the Lancaster Quadrangle, Los Angeles County, California: U.S. Geological Survey Mineral Investigations Field Studies Map MF-76, map scale 1:62,500

6. GeoSoils Consultants, Inc. dated September 28, 2021, Geologic and Geotechnical Engineering Investigation, Proposed Single-Family Residential Development, Tract 73068, East Palmdale Boulevard, Palmdale, California
GeoSoils Consultants Inc.

WORK ORDER DATE SCALE

REVISED
PLATE 1
6634 Valjean Avenue
Van Nuys, CA 91406

GEOTECHNICAL GEOLOGIC ENVIRONMENTAL
GeoSoils Consultants Inc.

GSC
7648 10/2021 1' = 50'

GEOLOGIC MAP
TENTATIVE TRACT 83359

PALMDALE, CALIFORNIA
RAVELLO HOLDINGS, LLC.

Qal
TP-1
TP-11
TP-10
TP-2
TP-9
TP-3 TP-8
TP-7
TP-6TP-5
B-1
B-2
TP-4
B-3
Qal
MDN 22503

EXPLANATION

APPROXIMATE LOCATION OF BORING

APPROXIMATE LOCATION OF TEST PIT
B-3
TP-1
MDN 22503
October 27, 2021
W.O. 7648

APPENDIX A

FIELD EXPLORATION PROCEDURES

GeoSoils Consultants Inc.

October 27, 2021
W.O. 7648

APPENDIX A

FIELD EXPLORATION PROCEDURES

Our backhoe test pits and borings were excavated by an independent company working under subcontract to GSC. Samples were obtained via the California ring sampler with a 140 lb hammer and 30-inch drop. Due to the loose sandy nature of the upper soil, undisturbed samples could not be obtained from the test pits.

A representative from our firm continuously observed the backhoe test pits and borings, logged the subsurface conditions, and collecte d representative soil samples. All samples were stored in watertight containers and later tr ansported to our laboratory for further visual examination and testing, as deemed necessary. After the test pit was completed, the test pit was backfilled with soil cuttings.

The enclosed test pit logs (Plates TP-1 throug h TP-11) and boring logs (Plates A-1 through A-3) describes the vertical sequence of soils and materials encountered in each test pit, based primarily on our field classifications and supported by our subsequent laboratory examination and testing. Where a soil contact was observed to be gradational, our log indicates the average contact depth. Where a soil type changed between sample intervals, we inferred the contact depth. Our log also included moisture and density results from the laboratory testing performed on these soil samples.

GeoSoils Consultants Inc.

Gravel
Pocket

PROJECT NAME W.O.

DRILLING COMPANY Choice Drilling DATE STARTED 8/17/2021 B-1 TYPE OF DRILL RIG Truck Mounted LOGGED BY JM SHEET
DRILLING METHOD Hollow Stem HAMMER WT (lbs)
DIAMETER OF HOLE (IN) 8 DROP (IN)
Boring Location:

Depth (ft)
Blows / 6"
Moisture
Content (%)
Dry Density
(pcf)
Other Tests
0 ds
max
chem
expan
5 9/9/10 0.3 113.6 cons
10 11/14/16 0.4 cons
15 18/28/29 0.5
20 23/30/29
25 24/18/20
30 50 for 4" 1.8 106
SIEVE: Grain Size Analysis PLATE A-1
MAX: Maximum Dry Density
Standard Penetration Test DS: Direct Shear
California Ring CONS: Consolidation
Rock Core HYDR: Hydrometer Analysis
Bulk Sample EXPAN: Expansion Index
CHEM: Chemical Tests
BORING NO.

GW ELEV.

Sample Type

GEOTECHNICAL BORING LOG
GROUND ELEV.

GEOTECHNICAL DESCRIPTION
Ravello Holdings 7648
0-30', ALLUVIUM (Qal)
5', Gray, medium to coarse grained sand, cohesionless, dry, moderately No caving
dense
No groundwater
TD=30'
sample recovery due to cobble
30', Gray and brown, sandy gravel, sand, and cobble, dense, dry, only partial 10', Gray, medium to coarse grained sand, cohesionless, dry, moderately dense
LEGEND
15', Gray, gravelly sand, well graded, dense, dry
25', No recovery
20', Gray, gravelly sand, well graded, dense, dry, cohesionless

PROJECT NAME W.O.

DRILLING COMPANY Choice Drilling DATE STARTED 8/17/2021 B-2 TYPE OF DRILL RIG Truck Mounted LOGGED BY JM SHEET
DRILLING METHOD Hollow Stem HAMMER WT (lbs)
DIAMETER OF HOLE (IN) 8 DROP (IN)
Boring Location:

Depth (ft)
Blows / 6"
Moisture
Content (%)
Dry Density
(pcf)
Other Tests
0 7/10/13 0.7 107.3
5 11/16/25
10 23/24/26 0.7 118.7
15 28/37/38 0.9 113.2 cons
20 40/44/50 0.9
for 5"
25 50 0.9
30 SIEVE: Grain Size Analysis PLATE A-2
MAX: Maximum Dry Density
Standard Penetration Test DS: Direct Shear
California Ring CONS: Consolidation
Rock Core HYDR: Hydrometer Analysis
Bulk Sample EXPAN: Expansion Index
CHEM: Chemical Tests
LEGEND
No groundwater
No caving
TD=27.5'

22.5', Gray, sandy gravel, dense, dry, small cobble present

27.5', Gray, sandy gravel, dense, dry, small cobble present

17.5', Gray, fine to medium grained sand, dense, dry

2.5', Brownish gray, very fine to coarse grained, gravelly sand, dry, cohesionless, minor rounded pea gravel

7.5', No recovery

12.5', Gray, gravelly sand, moderately dense, dry, well graded Sample Type

GEOTECHNICAL DESCRIPTION
0-30', ALLUVIUM (Qal)
GW ELEV.

GEOTECHNICAL BORING LOG
Ravello Holdings 7648
BORING NO.

GROUND ELEV.

PROJECT NAME W.O.

DRILLING COMPANY Choice Drilling DATE STARTED 8/17/2021 B-3 TYPE OF DRILL RIG Truck Mounted LOGGED BY JM SHEET
DRILLING METHOD Hollow Stem HAMMER WT (lbs)
DIAMETER OF HOLE (IN) 8 DROP (IN)
Boring Location:

Depth (ft)
Blows / 6"
Moisture
Content (%)
Dry Density
(pcf)
Other Tests
0 max
expan
5 8/10/11 0.8
4/17/21 0.9 cons
10 14/15/17 2.4 109.4 cons
15 14/24/40 1.8 111.1
20 14/20/21 1.6 119.9
25 24/29/31 1.2
30 SIEVE: Grain Size Analysis PLATE A-3
MAX: Maximum Dry Density
Standard Penetration Test DS: Direct Shear
California Ring CONS: Consolidation
Rock Core HYDR: Hydrometer Analysis
Bulk Sample EXPAN: Expansion Index
CHEM: Chemical Tests
LEGEND
TD = 30'
No groundwater
No caving
20', Brownish gray, sandy gravel, moderately dense, slightly moist, some small cobble
25', Brownish gray, sandy gravel, moderately dense, slightly moist, some small cobble
5', Gray, gravelly sand, dry, cohesionless, well graded, moderately dense

7.5', Gray, gravelly sand, dry, cohesionless, well graded, moderately dense 10', Gray, gravelly sand, well graded, slightly moist, moderately dense 15', Gray, gravelly sand, well graded, slightly moist, moderately dense

GEOTECHNICAL BORING LOG
Ravello Holdings 7648
BORING NO.

GROUND ELEV.

GW ELEV.

Sample Type

GEOTECHNICAL DESCRIPTION
0-30', ALLUVIUM (Qal)

MDN 22503
October 27, 2021
W.O. 7648

APPENDIX B

LABORATORY TESTING PROCEDURES AND RESULTS

GeoSoils Consultants Inc.

MDN 22503
October 27, 2021
W.O. 7648

APPENDIX B

LABORATORY TESTING PROCEDURES AND RESULTS

Moisture-Density

The in-situ moisture content and dry unit weights were determined for each of the undisturbed ring samples. The data obtained are shown on the boring logs.

Compaction Tests

Three compaction tests were performed to determine to moisture density relationships of the typical surficial soils encountered on the site. The laboratory standard used was in accordance with ASTM Test Designation D-1557-12. A summary of the compaction test results are shown in Table B-1.

TABLE B-1

COMPACTION TEST RESULTS
Test Pit No. and
Sample Borimg Depth Description Maximum Dry
Density (pcf)
Optimum
Moisture (%)
B-1 @ 0-5’ Orange brown, silty fine to coarse SAND 124.0 9.5 TP-1 @ 5’ Gray brown, slightly silty, fine to coarse SAND 121.0 9.5 TP-8 @ 3’ Gray brown, slightly silty, fine to coarse SAND 122.5 11.5

Consolidation Tests

Six (6) consolidation tests were performed on selected ring samples. The samples were inundated at an approximate load of one ton per square foot to monitor the hydroconsolidation. Loads were applied to the samples in several increments in geometric progression and resulting deformations were recorded at selected time intervals. Results of the consolidation tests are presented on Plates C-1 to C-6.

Shear Tests

One shear test was performed in a strain-control type Direct Shear Machine. The shear testing was performed in series corresponding to the date the samples were collected. The sample was sheared under varying confining loads in order to determine the Coulomb shear strength parameters: cohesion (c), and angle of internal friction ( I) for peak and residual strength conditions. The sample was tested in an artificially-saturated condition. The results are plotted and a linear approximation is drawn of the failure curve. The results are shown on the Shear Test Diagram as Plate SH-1.

GeoSoils Consultants Inc.

Appendix F
Noise and Vibration Study
Tentative Tract Map 83359 Project
Noise and Vibration Study
prepared for
Maison’s Palmdale Boulevard 150, LLC
Kevin Harbison
2007 Cedar Avenue
Manhattan Beach, California 90266
Contact: Kevin Harbison
prepared by
Rincon Consultants, Inc.
250 East 1st Street, Suite 1400
Los Angeles, California 90012
September 2023

Tentative Tract Map 83359 Project
Noise and Vibration Study
prepared for
Maison’s Palmdale Boulevard 150, LLC
Kevin Harbison
2007 Cedar Avenue
Manhattan Beach, California 90266
Contact: Kevin Harbison
prepared by
Rincon Consultants, Inc.
250 East 1st Street, Suite 1400
Los Angeles, California 90012
September 2023

This report prepared on 50% recycled paper with 50% post-consumer content.

Table of Contents

Noise and Vibration Study i
Table of Contents
1 Project Description an d Impact Summary ...................................................................................... 1

1.1 Introduction .............................................................................................................. .......... 1

1.2 Project Summary ........................................................................................................... ...... 1 2 Background .................................................................................................................. ................... 6

2.1 Overview of Sound Measurement ...................................................................................... 6

2.2 Vibration ................................................................................................................. ............ 7

2.3 Sensitive Receivers ....................................................................................................... ....... 8

2.4 Project Noise Setting ..................................................................................................... ...... 8

2.5 Regulatory Setting ........................................................................................................ ..... 11 3 Methodology ................................................................................................................. ............... 14

3.1 Construction Noise ........................................................................................................ .... 14

3.2 Groundborne Vibration ..................................................................................................... 15

3.3 Operational Noise Sources ................................................................................................ 15

3.4 Traffic Noise ............................................................................................................. ......... 15

3.5 Significance Thresholds ................................................................................................... .. 15 4 Impact Analysis ............................................................................................................. ................ 17

4.1 Issue 1 ................................................................................................................... ............ 17

4.2 Issue 2 ................................................................................................................... ............ 18

4.3 Issue 3 ................................................................................................................... ............ 18

4.4 Issue 4 ................................................................................................................... ............ 19 5 Conclusion................................................................................................................... .................. 21 6 References .................................................................................................................. .................. 22 Tables
Table 1 Summary of Impacts .................................................................................................... ....... 1 Table 2 Project Site Vicinity Sound Level Monitoring Results- Short-Term ..................................... 9 Table 3 Project Site Vicinity Noise Mo nitoring Results – Long Term ............................................... 9 Table 4 Sound Level Monitori ng Traffic Counts .............................................................................. 9 Table 5 Vibration Levels Measured dur ing Construction Activities ............................................... 15 Table 6 Daily Vehicle Trip Summary ............................................................................................ .. 18 Figures
Figure 1 Regional Location .................................................................................................... ............ 3 Figure 2 Project Location ..................................................................................................... ............. 4 Figure 3 Site Plan............................................................................................................. .................. 5 Figure 4 Noise Measurement Locations ......................................................................................... 10 Figure 5 Palmdale General Plan Noise Level Guidance .................................................................. 13 September 2023
Tentative Tract Map 83359 Project

ii
Appendices
Appendix A Noise Measurement Data
Appendix B RCNM Results
Appendix C Sample HVAC Specifications

Project Description and Impact Summary

Noise and Vibration Study 1
1 Project Description and Impact Summary

1.1 Introduction
This study analyzes the potential noise and vibration impacts of the proposed Tentative Tract Map (TTM) 83359 (project) in the City of Palmdale, Los Angeles County, California. Rincon Consultants, Inc. (Rincon) prepared this study under contract to Maison’s Palmdale Boulevard 150, LLC. The purpose of this study is to analyze the project’s noise and vibration impacts related to both temporary construction activity and long-term operation of the project. Table 1 provides a summary of project impacts.

Table 1 Summary of Impacts
Issue Impact
Applicable
Recommendations
Would the project result in generation of a substantial temporary or permanent increase in ambient noise levels in the vicinity of the project in excess of standards established in the local general plan or noise ordinance, or applicable standards of other agencies?
Less than significant impact
(Construction)
Less than significant impact
(Operation)
None

None
Would the project result in the exposure of persons to or generation of excessive groundborne vibration or groundborne noise levels?

Less than significant impact
(Construction)
Less than significant impact
(Operation)
None
For a project located within the vicinity of a private airstrip or an airport land use plan or, where such a plan has not been adopted, within two miles of a public airport or public use airport, would the project expose people residing or working in the project area to excessive noise levels?
No Impact None
Would the project conflict with land use compatibility
guidelines for noise?
May conflict with interior
noise standards
NOI-1 (On-site Noise
Barrier)

1.2 Project Summary
Project Location
The project site is located immediately adjacent to, and south of, East Palmdale Boulevard between 55th Street and 50th Street East at APN: 3023-002-184. The project site is zoned Single Family Residential (R-1-7,000) with a land use designation of Single Family Residential (SFR-3). Figure 1 shows the regional location of the site, and Figure 2 shows the project site in the existing neighborhood context.

Project Description
The proposed project would facilitate the development of up to 191 units of single story, single- family homes consisting of three-bedroom housing units, two-bedroom Accessory Dwelling Units and one-bedroom Junior Accessory Dwelling Units that would be offered for rent as a 100% affordable project to those qualifying at 30% to 80% Area Mean Income (AMI) for Los Angeles County. The project would also include a recreation center and community amenities on a total of September 2023
Tentative Tract Map 83359 Project

2 66 lots. The community would be an all-electric community and each residential unit would be constructed with rooftop solar, energy efficient appliances, and installation of all infrastructure improvements as conditioned by the City of Palmdale with approval of Tentative Tract Map (TTM) 83359. Within each lot, primary homes, accessory dwelling units (ADU), and junior ADUs would be separated by six-foot-tall vinyl fences and would be linked together by a network of walking paths and trails. The entire residential development would be enclosed by a six-foot-tall decorative perimeter block wall, except where existing and newly constructed streets would occur. Figure 3 shows the project site plan.

Indoor community amenities include a community building with a tenant lounge, office spaces, and a fitness center. Outdoor amenities include a pool, spa, grill area, pocket community park, children’s play area, and additional community open spaces. Additionally, a community trail network is planned to link the neighborhood and provide for additional open spaces and parks for the community to utilize. Monumentation signage for the community would be installed along Palmdale Boulevard.

Streets that would be constructed within the project site and would link the community to East Palmdale Boulevard to the north as well as the existing residential projects to both the east and west of the project. All public right-of-way would be constructed to the width shown on the TTM and would include road, sidewalks, and curbs and gutters. ADA curb ramps, appropriate street signage, fire hydrants, and streetlights would also be installed for each street both inside and outside of the development.

Project Description and Impact Summary

Noise and Vibration Study 3
Figure 1 Regional Location

September 2023
Tentative Tract Map 83359 Project

4 Figure 2 Project Location

Project Description and Impact Summary

Noise and Vibration Study 5
Figure 3 Site Plan

September 2023
Tentative Tract Map 83359 Project

6 2 Background

2.1 Overview of Sound Measurement
Sound is a vibratory disturbance created by a moving or vibrating source, which is capable of being detected by the hearing organs. Noise is defined as sound that is loud, unpleasant, unexpected, or undesired and may therefore be classified as a more specific group of sounds. The effects of noise on people can include general annoyance, interference with speech communication, sleep disturbance, and, in the extreme, hearing impairment (California Department of Transportation [Caltrans] 2020a).

Human Perception of Sound
Noise levels are commonly measured in decibels (dB) using the A-weighted sound pressure level (dBA). The A-weighting scale is an adjustment to the actual sound pressure levels so that they are consistent with the human hearing response. Decibels are measured on a logarithmic scale that quantifies sound intensity in a manner similar to the Richter scale used to measure earthquake magnitudes. A doubling of the energy of a noise source, such as doubling of traffic volume, would increase the noise level by 3 dB; dividing the energy in half would result in a 3 dB decrease (Caltrans 2020a).

Human perception of noise has no simple correlation with sound energy: the perception of sound is not linear in terms of dBA or in terms of sound energy. Two sources do not “sound twice as loud” as one source. It is widely accepted that the average healthy ear can barely perceive changes of 3 dBA, increase or decrease (i.e., twice the sound energy); that a change of 5 dBA is readily perceptible (8 times the sound energy); and that an increase (or decrease) of 10 dBA sounds twice (half) as loud (10.5 times the sound energy) (Caltrans 2020a).

Sound Propagation and Shielding
Sound changes in both level and frequency spectrum as it travels from the source to the receiver.

The most obvious change is the decrease in the noise level as the distance from the source increases. The manner by which noise reduces with distance depends on factors such as the type of sources (e.g., point or line), the path the sound will travel, site conditions, and obstructions.

Sound levels are described as either a “sound power level” or a “sound pressure level,” which are two distinct characteristics of sound. Both share the same unit of measurement, the dB. However, sound power (expressed as Lpw) is the energy converted into sound by the source. As sound energy travels through the air, it creates a sound wave that exerts pressure on receivers, such as an eardrum or microphone, which is the sound pressure level. Sound measurement instruments only measure sound pressure, and noise level limits are typically expressed as sound pressure levels.

Noise levels from a point source (e.g., construction, industrial machinery, air conditioning units) typically attenuate, or drop off, at a rate of 6 dBA per doubling of distance. Noise from a line source (e.g., roadway, pipeline, railroad) typically attenuates at about 3 dBA per doubling of distance (Caltrans 2020a). Noise levels may also be reduced by intervening structures; the amount of attenuation provided by this “shielding” depends on the size of the object and the frequencies of the noise levels. Natural terrain features, such as hills and dense woods, and man-made features, Background

Noise and Vibration Study 7
such as buildings and walls, can significantly alter noise levels. Generally, any large structure blocking the line of sight will provide at least a 5-dBA reduction in source noise levels at the receiver (Federal Highway Administration [FHWA] 2011). Structures can substantially reduce exposure to noise as well. The FHWA’s guidance indicates that modern building construction generally provides an exterior-to-interior noise level reduction of 10 dBA with open windows and an exterior-to- interior noise level reduction of 20 to 35 dBA with closed windows (FHWA 2011).

Descriptors
The impact of noise is not a function of loudness alone. The time of day when noise occurs and the duration of the noise are also important factors of project noise impact. Most noise that lasts for more than a few seconds is variable in its intensity. Consequently, a variety of noise descriptors have been developed. The noise descriptors used for this study are the equivalent noise level (Leq), Day-Night Average Level (DNL; may also be symbolized as Ldn), and the community noise equivalent level (CNEL; may also be symbolized as Lden).

Leq is one of the most frequently used noise metrics; it considers both duration and sound power level. The Leq is defined as the single steady-state A-weighted sound level equal to the average sound energy over a time period. When no time period is specified, a 1-hour period is assumed. The Lmax is the highest noise level within the sampling period, and the Lmin is the lowest noise level within the measuring period. Normal conversational levels are in the 60 to 65-dBA Leq range; ambient noise levels greater than 65 dBA Leq can interrupt conversations (Federal Transit Administration [FTA] 2018).

Noise that occurs at night tends to be more disturbing than that occurring during the day.

Community noise is usually measured using Day-Night Average Level (Ldn), which is the 24-hour average noise level with a +10 dBA penalty for noise occurring during nighttime hours (10:00 p.m. to 7:00 a.m.). Community noise can also be measured using Community Noise Equivalent Level (CNEL or LDEN), which is the 24-hour average noise level with a +5 dBA penalty for noise occurring from 7:00 p.m. to 10:00 p.m. and a +10 dBA penalty for noise occurring from 10:00 p.m. to 7:00 a.m. (Caltrans 2020a).
1 The relationship between the peak-hour Leq value and the Ldn/CNEL depends on the distribution of noise during the day, evening, and night; however noise levels described by Ldn and CNEL usually differ by 1 dBA or less. Quiet suburban areas typically have CNEL noise levels in the range of 40 to 50 CNEL, while areas near arterial streets are in the 50 to 60+ CNEL range (FTA 2018).

2.2 Vibration
Groundborne vibration of concern in environmental analysis consists of the oscillatory waves that move from a source through the ground to adjacent structures. The number of cycles per second of oscillation makes up the vibration frequency, described in terms of Hz. The frequency of a vibrating object describes how rapidly it oscillates. The normal frequency range of most groundborne vibration that can be felt by the human body starts from a low frequency of less than 1 Hz and goes to a high of about 200 Hz (Crocker 2007).

While people have varying sensitivities to vibrations at different frequencies, in general they are most sensitive to low-frequency vibration. Vibration in buildings, such as from nearby construction activities, may cause windows, items on shelves, and pictures on walls to rattle. Vibration of building

1 Because DNL and CNEL are typically used to assess human exposure to noise, the use of A-weighted sound pressure level (dBA) is implicit. Therefore, when expressing noise levels in terms of DNL or CNEL, the dBA unit is not included.

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8 components can also take the form of an audible low-frequency rumbling noise, referred to as groundborne noise. Groundborne noise is usually only a problem when the originating vibration spectrum is dominated by frequencies in the upper end of the range (60 to 200 Hz), or when foundations or utilities, such as sewer and water pipes, physically connect the structure and the vibration source (FTA 2018). Although groundborne vibration is sometimes noticeable in outdoor environments, it is almost never annoying to people who are outdoors. The primary concern from vibration is that it can be intrusive and annoying to building occupants and vibration-sensitive land uses.

Vibration amplitudes are usually expressed in peak particle velocity (PPV), which is normally described in inches per second (in/sec). PPV is defined as the maximum instantaneous positive or negative peak of a vibration signal. PPV is often used in monitoring of blasting vibration and other construction activities because it is related to the stresses that are experienced by buildings (Caltrans 2020).

2.3 Sensitive Receivers
Noise exposure goals for various types of land uses reflect the varying noise sensitivities associated with those uses. In the City of Palmdale, noise sensitive land uses (also referred to as “sensitive receivers”) include
residences, schools, libraries, hospitals/medical facilities, and assisted living facilities (City of Palmdale 2022).

Vibration-sensitive receivers, which are similar to noise-sensitive receivers, include residences and institutional uses, such as schools, churches, hospitals and libraries. Vibration-sensitive receivers also include buildings where vibrations may interfere with vibration-sensitive equipment that is affected by vibration levels that may be well below those associated with human annoyance (e.g., recording studies or medical facilities with sensitive equipment). As shown in Figure 2, the nearest sensitive receivers to the project site are the single-family homes adjacent to the project site to the south and west.

2.4 Project Noise Setting
The most common source of noise in the project site vicinity is vehicular traffic from East Palmdale Boulevard and 47th Street East. To characterize ambient sound levels at and near the project site, three 15-minute sound level measurements and one 24-hour sound level measurement were conducted on Wednesday, September 21, 2022. Short-Term Noise Measurement 1 (ST-1) was taken at the northern edge of the project site to capture noise levels from East Palmdale Boulevard. ST-2 was taken at the southwestern edge of the project site near the adjacent single-family residences.

ST-3 was conducted at the center of the project site. Table 2 and Table 3 summarize the results of the noise measurements and Table 4 shows the recorded traffic volumes. Noise measurement locations are shown in Figure 4Table 2. Detailed sound level measurement data are included in Appendix A.

Background

Noise and Vibration Study 9
Table 2 Project Site Vicinity Sound Le vel Monitoring Results- Short-Term Measurement Location Sample Times
Approximate Distance
to Primary Noise Source
Leq
(dBA)
Lmin
(dBA)
Lmax
(dBA)
ST-1 Northern Boundary of
Project Site
10:13 – 10:28 a.m. 50 feet to centerline
of East Palmdale Boulevard

66.2 47.6 79.0
ST-2 Southwestern Boundary of
Project Site
9:49 – 10:04 a.m. 1,200 feet to centerline of East
Palmdale Boulevard

42.0 36.9 55.9
ST-3 Center of Project Site 9:26 – 9:41 a.m. 650 feet to centerline of East Palmdale Boulevard

44.3 38.9 52.7
Leq = average noise level equivalent; dBA = A-weighted decibel; Lmin = minimum instantaneous noise level; Lmax = maximum instantaneous noise level
Detailed sound level measurement data are included in Appendix A.

Table 3 Project Site Vicinity Noise Monitoring Results – Long Term Sample Time dBA Leq Sample Time dBA Leq
24-hour Measurement – Center of Project Site, 500 Feet from Palmdale Boulevard – September 21-22, 2022 10:59 a.m. 49.7 10:59 p.m. 42.1
11:59 a.m. 48.1 11:59 p.m. 48.3
12:59 p.m. 48.4 12:59 a.m. 40.3
1:59 p.m. 50.6 1:59 a.m. 39.0
2:59 p.m. 49.3 2:59 a.m. 41.6
3:59 p.m. 51.5 3:59 a.m. 45.0
4:59 p.m. 47.8 4:59 a.m. 55.1
5:59 p.m. 49.9 5:59 a.m. 50.4
6:59 p.m. 53.3 6:59 a.m. 51.5
7:59 p.m. 49.5 7:59 a.m. 50.9
8:59 p.m. 46.5 8:59 a.m. 50.1
9:59 p.m. 48.9 9:59 a.m. 41.2
24-hour Noise Level (CNEL) 56.0
Leq = average noise level equivalent; dBA = A-weighted decibel; CNEL = Community Noise Equivalent Level Detailed sound level measurement data are included in Appendix A.

Table 4 Sound Level Monitoring Traffic Counts
Measurement Roadway Traffic Autos Medium Trucks Heavy Trucks ST-1 East Palmdale Boulevard 15-minute count 202 3 3
One-hour Equivalent 808 12 12
Percent 97% 1.5% 1.5%
Detailed sound level measurement data are included in Appendix A.

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10 Figure 4 Noise Measurement Locations

Background

Noise and Vibration Study 11

2.5 Regulatory Setting
Federal Transit Administration (FTA) Transit Noise and Vibration Impact Assessment Manual
There are no federal regulations directly applicable to the proposed project. However, the FTA provides reasonable criteria for assessing construction noise impacts based on the potential for adverse community reaction in their Transit Noise and Vibration Impact Assessment Manual (FTA 2018). For residential uses, the daytime noise threshold is 80 dBA Leq for an 8-hour period. In addition, the FTA recommends a vibration limit of 0.2 inches per second (in/sec) peak particle velocity (PPV) for potential building architectural damage at residential buildings and 0.3 in/sec PPV at commercial buildings.

Sections 5 and 6 of manual addresses the federal guidelines used to evaluate a project for potential vibration impacts. The vibration impact analysis is a multi-step process used for determining vibration analysis level, determining vibration impact criteria, and evaluating vibration impact. FTA guidelines state that the threshold of perception for humans is approximately 65 vibration decibels (VdB). A vibration level of 85 VdB can result in strong annoyance, and a vibration level of 100 VdB is the threshold of potential damage (FTA 2018). Construction activity can result in varying degrees of ground vibration depending on the equipment and methods employed, and older and more fragile buildings must receive special consideration. These guidelines are advisory and should be used to assess the impacts of ground borne vibrations created from transit and construction sources.

California Building Code
California Code of Regulations Title 24, Building Standards Administrative Code, Part 2, and the California Building Code codify the state noise insulation standards. These noise standards apply to new construction in California to control interior noise levels as they are affected by exterior noise sources. The regulations specify that interior noise levels for residential and school land uses should not exceed 45 CNEL.

City of Palmdale General Plan
The State of California requires each City and County to adopt a Noise Element as part of its General Plan. Such Noise Elements must contain a Land Use/ Noise Compatibility Matrix. The objective of noise compatibility guidelines is to provide the community with a means of judging the noise environment that it deems to be generally acceptable. A recommended (but not mandatory) matrix is presented in the “Guidelines for the Preparation and Content of Noise Elements of the General Plan” (Department of Health Services 2003). The City of Palmdale Land Use/Noise Compatibility Matrix in the 2022 General Plan Noise Element is based on, and is similar to the California Land Use/Noise Compatibility Matrix. The matrix is used to determine whether a proposed new use would be compatible with the ambient noise environment in which it is proposed as well as whether or not the proposed new use would create noise compatibility conflicts with established uses. The compatibility table, shown in Figure 5, illustrates the ranges of community noise exposure in terms of what is “normally acceptable,” “conditionally acceptable,” “normally unacceptable,” and “clearly unacceptable.”
Denotation of a land use as “normally acceptable” implies that the highest noise level in that exposure level is the maximum desirable for existing or conventional construction that does not incorporate any special acoustical treatment. In general, evaluation of land use that falls into the September 2023
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12 “normally acceptable,” “conditionally acceptable,” or “normally unacceptable” noise environments should analyze other potential factors that would affect the noise environment. These include consideration of the types of noise source, the sensitivity of the noise receiver, the noise reduction likely to be provided by structures, and the degree to which the noise source may interfere with speech, sleep, or to other activities characteristic of the land use. Generally, the City’s Land Use/Noise Compatibility Matrix is used as a guide to define where placement of certain land uses is considered acceptable. The Noise Element of the City’s current General Plan also contains policies to maintain an acceptable noise environment in the City. Goals and policies from the proposed Plan relating to noise are listed in the impact analysis discussions in Section 4, Impact Analysis.

Palmdale Municipal Code
The City also implements and enforces noise control through the Palmdale Municipal Code (PMC).

PMC Chapter 9.18, Disturbing, Excessive, Loud, or Offensive Noise, sets both daytime and nighttime sound level limits for residential and commercial zones; prohibits any person or property owner in the City from creating any loud, unnecessary, or unusual noise which unreasonably disturbs the peace and quiet of any neighborhood or which causes discomfort or annoyance to any reasonable person of normal sensitiveness residing in the area.

PMC Chapter 8.28, Building Construction Hours of Operation and Noise Control, prohibits any person or property owner in the City to perform any construction or repair work on any Sunday, or any other day after 8:00 p.m. or before 6:30 a.m., in any residential zone or within 500 feet of any residence, hotel, motel or recreational vehicle park.

Background

Noise and Vibration Study 13
Figure 5 Palmdale General Pl an Noise Level Guidance

Source: City of Palmdale 2022

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14 3 Methodology

3.1 Construction Noise
Construction noise was estimated using the FHWA Roadway Construction Noise Model (RCNM) (FHWA 2006). RCNM predicts construction noise levels for a variety of construction operations based on empirical data and the application of acoustical propagation formulas. Using RCNM, construction noise levels were estimated at noise sensitive receivers near the project site. RCNM provides reference noise levels for standard construction equipment, with an attenuation rate of 6 dBA per doubling of distance for stationary equipment.

Variation in power imposes additional complexity in characterizing the noise source level from construction equipment. Power variation is accounted for by describing the noise at a reference distance from the equipment operating at full power and adjusting it based on the duty cycle of the activity to determine the L
eq of the operation (FHWA 2018). Each phase of construction has a specific equipment mix, depending on the work to be accomplished during that phase. Each phase also has its own noise characteristics; some will have higher continuous noise levels than others, and some have high-impact noise levels.

Construction activity would result in temporary noise in the project site vicinity, exposing surrounding nearby receivers to increased noise levels. Construction noise would typically be higher during the heavier periods of initial construction (i.e., site preparation and grading) and would be lower during the later construction phases (i.e., building construction and paving). Typical heavy construction equipment during project grading could include dozers, loaders, graders, and dump trucks. It is assumed that diesel engines would power all construction equipment. Construction equipment would not all operate at the same time or location. In addition, construction equipment would not be in constant use during the 8-hour operating day.

Project construction would occur nearest to the single-family residences within the southern and western portion of the project site. Over the course of a typical construction day, construction equipment would be located as close as 15 feet to the properties but would typically be located at an average distance farther away due to the nature of construction and the lot size of the project.

For example, during a typical construction day when performing construction near these residences, the equipment may operate across a horizontal distance (15 to several hundred feet) from a nearby noise receiver. Therefore, it is assumed that over the course of a typical construction day the construction equipment would operate at an average distance of 100 feet from the single-family residences to the west and south.

Construction noise is typically loudest during activities that involve excavation and soil movement, such as site preparation and grading. A potential construction scenario includes a dozer, front end loader and a dump truck during grading to excavate and move soil. At a distance of 100 feet, a dozer, front end loader and a dump truck would generate a noise level of 74.4 dBA Leq (RCNM calculations are included in Appendix B).

Methodology

Noise and Vibration Study 15

3.2 Groundborne Vibration
The project does not include any substantial vibration sources associated with operation. Thus, construction activities have the greatest potential to generate ground-borne vibration affecting nearby receivers, especially during grading and excavation of the project site. Table 5 shows vibration levels of anticipated grading and excavation equipment used during construction. The greatest vibratory source during construction in the project vicinity would be a large bulldozer.

Neither blasting nor pile driving would be required for construction of the project.

Table 5 Vibration Levels Measured during Construction Activities Equipment PPV at 25 ft. (in/sec)
Large Bulldozer 0.089
Loaded Trucks 0.076
Small Bulldozer 0.003
Source: FTA 2018

3.3 Operational Noise Sources
On-site Noise Sources
The main noise source associated with a residential development are heating, ventilation, and air conditioning (HVAC) units). The unit used in this analysis is a Carrier 38HDR060 split-system, which is a typical HVAC unit used on single-family residential sites and has a sound power level of 72 dBA (see Appendix C for manufacturer’s specifications). HVAC equipment for single-family residences is typically located at ground-level, on the side or backyard portions of a house. The closest future residential lots to nearby receivers would occur on the southern edge of the project site.

3.4 Traffic Noise
The proposed project would generate additional traffic on area roadways, which would increase traffic noise levels in the area. The project’s off-site traffic noise impacts are analyzed based on data from the Traffic Signal Warrant Study prepared for the project (General Technologies and Solutions 2023). The expected project traffic volumes were forecasted using the Institute of Transportation Engineers, Trip Generation Manual, 11th Edition, 2021. The overall increase in traffic noise was estimated using the “Phase 1 Build-out” data from the Traffic Signal Warrant Study.

3.5 Significance Thresholds
To determine whether a project would have a significant noise impact, Appendix G of the California Environmental Quality Act (CEQA) Guidelines requires consideration of whether a project would result in:

1. Generation of a substantial temporary or permanent increase in ambient noise levels in the vicinity of the project in excess of standards established in the local general plan or noise ordinance, or applicable standards of other agencies

2. Generation of excessive groundborne vibration or groundborne noise levels September 2023
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16 3. For a project located within the vicinity of a private airstrip or an airport land use plan or, where such a plan has not been adopted, within two miles of a public airport or public use airport, expose people residing or working in the project area to excessive noise levels Construction Noise
Pursuant to Chapter 8.28 of the PMC, noise generated by construction activities is not prohibited if it occurs on Monday through Saturday, between the hours of 6:30 a.m. to 8:00 p.m. In addition, the FTA-recommended criterion of 80 dBA Leq for residential daytime receivers is used as a significance threshold for nearby residences.

On-site Operational Noise
The City of Palmdale has not established operational noise standards. Therefore, operational noise standards based upon U.S. Environmental Protection Agency (USEPA) are provided for this analysis.

Based upon available sleep criteria data, an interior nighttime level of 35 dBA is considered acceptable (USEPA 1974). Assuming a 15 dBA reduction with windows open, an exterior noise level of 50 dBA L
eq would be required to maintain an acceptable interior noise environment of 35 dBA.

Off-site Traffic Noise
Off-site project noise (i.e., roadway noise) would result in a significant impact if the project would increase traffic noise levels by 3 dBA, which would be a perceptible increase in traffic noise.

Vibration
The project would result in the generation of excessive groundborne vibration or groundborne noise levels if vibration levels exceed 0.2 in/sec PPV at residential structures or 0.3 in/sec PPV at commercial structures.

Land Use Compatibility
The City has adopted noise guidelines that provide both interior and exterior noise limits for noise compatibility. The proposed project would include single-family residential buildings, which are identified as a noise-sensitive land use. The conditionally acceptable noise level standard for outdoor living areas of new noise-sensitive land uses is 70 dBA CNEL. Outdoor living areas generally include backyards of single-family residences and individual patios or common outdoor activity areas. The maximum noise exposure for indoor living areas in new noise-sensitive land uses is 45 dBA CNEL.

However, as a result of the Supreme Court decision regarding the assessment of the environment’s impacts on projects (California Building Industry Association (CBIA) v. Bay Area Air Quality Management District (BAAQMD), 62 Cal. 4th 369 (No. S 213478) issued December 17, 2015), it is generally no longer the purview of the CEQA process to evaluate the impact of existing environmental conditions on any given project. As a result, while the noise from existing sources (e.g., adjacent roadways) is taken into account as part of the baseline condition, the direct effects of exterior noise from nearby noise sources relative to land use compatibility of a proposed project is typically no longer a required topic for impact evaluation under CEQA. Generally, no determination of significance is required except for certain school projects, projects affected by airport noise, and projects that would exacerbate existing conditions (i.e., projects that would have a significant operational impact).

Impact Analysis

Noise and Vibration Study 17
4 Impact Analysis

4.1 Issue 1
Issue: Would the project result in generation of a substantial temporary or permanent increase in ambient noise levels in the vicinity of the project in excess of standards established in the local general plan or noise ordinance, or applicable standards of other agencies? Construction
Project construction would occur nearest to the single-family residences located west and south of the project site. It is conservatively assumed that over the course of a typical construction day the construction equipment would operate 100 feet from the nearest sensitive receiver. At a distance of 100 feet, a loader, front end loader and dump truck would generate a noise level of 74.4 dBA Leq (RCNM calculations are included in Appendix B). Therefore, construction noise levels would not exceed the FTA’s daytime residential threshold of 80 dBA Leq, and impacts would be less than significant.

Operation
HVAC Units
Each residence would have at least one ground-level HVAC equipment. Given estimated setbacks, HVAC equipment could be within 20 feet of existing residences. At a distance of 20 feet, an HVAC unit would generate noise levels of 48 dBA, which would not exceed an exterior noise level of 50 dBA Leq at nearby residences that would result in an exceedance of an acceptable interior noise environment of 35 dBA. In addition, future fencing between properties may provide additional noise attenuation. Therefore, operational noise impacts associated with HVAC equipment would be less than significant.

Additional on-site noise sources such as landscape maintenance, low-speed traffic on internal roadways, conversations, open space activities, and trash hauling also would be typical of noise generated by neighboring land uses and would not substantially contribute to overall ambient noise levels. Therefore, on-site operations would have a less than significant impact on noise-sensitive receivers.

Off-site Traffic Noise
The overall increase in traffic noise from the project was estimated using observed ADT data and estimated project trips from the Traffic Signal Warrant Study prepared by General Technologies and Solutions as shown in Table 6. As shown in Table 6, ADT would increase by approximately 9 percent over existing conditions under the project. A 9 percent increase in traffic on a roadway would equate to an increase of 0.4 dBA. Therefore, the project would not double the existing mobile noise source and would not increase noise levels by 3 dBA, which is considered a barely perceptible noise increase. Therefore, off-site traffic noise impacts would be less than significant.

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18 Table 6 Daily Vehicle Trip Summary
Palmdale Boulevard Residential Trips
Existing Conditions 16,7451
Existing Plus Project Conditions 18,205
Change in Trips +1,460
Percent Change in Vehicle Trips (%) 9%
1 Existing condition traffic counts are observed traffic counts on Palmdale Avenue as presented in the Traffic Signal Warrant Study (General Technologies and Solutions 2023). For the noise analysis, all project trips were conservatively added to this observed value.

4.2 Issue 2
Issue: Would the project result in generation of excessive groundborne vibration or ground-borne noise levels?
Construction activities known to generate excessive ground-borne vibration, such as pile driving, would not be conducted to construct the project. Based on FTA recommendations, limiting vibration levels to below 0.2 in/sec PPV at residential structures would prevent architectural damage regardless of building construction type. The greatest anticipated source of vibration during project construction activities would be from a dozer, which may be used within 15 feet of the nearest off- site sensitive receivers to the to the west and south. A dozer would create approximately

0.089 in/sec PPV at a distance of 25 feet (FTA 2018). This would equal a vibration level of approximately 0.16 in/sec PPV at a distance of 15 feet. 2 This would be lower than the 0.2 in/sec PPV
threshold. Therefore, temporary vibration impacts associated with the dozer (and other potential equipment) would be less than significant.

Operation of the project would not include any substantial vibration sources. Therefore, operational vibration impacts would be less than significant.

4.3 Issue 3
Issue: For a project located within the vicinity of a private airstrip or an airport land use plan or, where such a plan has not been adopted, within two miles of a public airport or public use airport, would the project expose people residing or working in the project area to excessive noise levels?
The airport nearest to the project site, Palmdale Regional Airport, is located approximately 3.8 miles to the northwest. The project would not be located within the 65 CNEL noise contour of the Palmdale Regional Airport (City of Palmdale 2022). Therefore, no substantial noise exposure from airport noise would occur to construction workers, users, or employees of the project, and no impacts would occur.

2 PPVEquipment = PPVRef (25/D)n (in/sec), PPVRef = reference PPV at 25 feet, D = distance ,and n = 1.1 Impact Analysis

Noise and Vibration Study 19

4.4 Issue 4
Issue: Would the project be subjected to noise levels in excess of the City’s land use compatibility guidelines for noise?
The normally acceptable noise level for the exterior use areas single-family residences in Palmdale is 60 CNEL. A long-term measurement was completed at the project site to estimate the noise exposure from the future residences, as shown in Table 3. The measurement captured a noise level of 56 CNEL, approximately 450 feet south of the Palmdale Boulevard centerline. With this measurement and distance, noise levels would exceed 60 CNEL within 175 feet of Palmdale Boulevard, which covers Lots 1 through 7. In addition, these lots likely have their backyard facing the roadway. Therefore, without a barrier between Lots 1 through 7 and Palmdale Boulevard, the project may be inconsistent with Palmdale noise compatibility standards.

Standard construction techniques for wood-frame construction buildings required under the California Building Code typically achieve a minimum 25-dBA reduction from exterior sources at interior locations when the windows are in a closed position. Therefore, if building façade noise levels exceeded 70 CNEL for the residences, interior noise levels for the project would potentially exceed the interior noise standard of 45 CNEL. The edge of Lots 1 through 7 are approximately 50 feet from the Palmdale Boulevard centerline, which would result in potential building noise exposures of 65 CNEL per the long-term measurement in Table 3. With a 25 dBA reduction, this would not exceed the 45 CNEL interior noise standard, and the project would be consistent with interior noise standards.

Recommendations
NOI-1 On-Site Noise Barriers
Exterior noise levels at exterior use areas for the proposed residences on Lots 1 through 7 shall be reduced to not exceed the City’s noise compatibility standard for single-family residences of 60 CNEL. Noise reduction could be accomplished through a 6-foot-high sound wall along the northern perimeter of the affected lots.

The sound attenuation fence or wall must be solid. It can be constructed of masonry, wood, plastic, fiberglass, steel, or a combination of those materials, as long as there are no cracks or gaps, through or below the wall. Any seams or cracks must be filled or caulked. If wood is used, it can be tongue and groove and must be at least one-inch total thickness or have a density of at least 3.5 pounds per SF. Where architectural or aesthetic factors allow, glass or clear plastic ⅜ of an inch thick or thicker may be used on the upper portion, if it is desirable to preserve a view. Sheet metal of 18 gauge (minimum) may be used, if it meets the other criteria and is properly supported and stiffened so that it does not rattle or create noise itself from vibration or wind. Any door(s) or gate(s) must be designed with overlapping closures on the bottom and sides and meet the minimum specifications of the wall materials described above. The gate(s) may be of one-inch thick or better wood, solid- sheet metal of at least 18-gauge metal, or an exterior-grade solid-core steel door with prefabricated doorjambs.

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20 Consistency After Implementation of Recommendations
Exterior noise levels at the project residences would be reduced by at least 5 dBA with a sound wall described in Recommendation NOI-1, which would reduce traffic noise levels at exterior areas to 60 CNEL or lower. Therefore, the project would be compatible with City noise compatibility standards with implementation of Recommendation NOI-1.

Conclusion

Noise and Vibration Study 21
5 Conclusion
The project would generate both temporary construction-related noise and long-term noise associated with operation of the project. The project’s noise exposure from construction would not exceed the FTA’s noise threshold of 80 dBA. Project construction would occur on weekdays between the hours of 6:30 a.m. and 8:00 p.m. pursuant to PMC Chapter 8.28.

The project’s stationary noise sources (HVAC units) would not exceed EPA standards at the nearest sensitive receiver. Therefore, stationary noise impacts would be less than significant.

Project-generated traffic would generate an increase of up to approximately 0.6 dBA at adjacent roadways. This is below the threshold of 3 dBA; therefore, the off-site traffic noise increase would be less than significant.

The project would generate groundborne vibration during construction, but vibration would not exceed the applicable thresholds at the closest residential structures adjacent to the south and west. Therefore, construction-related vibration impacts would be less than significant.

The project site is outside the noise contour for the nearest airport, Palmdale Regional Airport.

Therefore, the project would not result in impacts from airport noise.

Lots 1 through 7 of the project may be exposed to exterior noise from Palmdale Boulevard that exceeds the City’s exterior noise compatibility limits. With installation of a 6-foot block wall along the northern perimeter, noise levels would be consistent with City standards.

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22 6 References
California Department of Transportation (Caltrans). 2020a. Technical Noise Supplement to the Traffic Noise Analysis Protocol. (CT-HWANP-RT-13-069.25.2) September. Available at:
https://dot.ca.gov/-/media/dot-media/programs/environmental- analysis/documents/env/traffic-noise-protocol-april-2020-a11y.pdf ______. 2020b. Transportation and Construction Vibration Guidance Manual. Available at:
https://dot.ca.gov/-/media/dot-media/programs/environmental- analysis/documents/env/tcvgm-apr2020-a11y.pdf
Federal Highway Administration (FHWA). 2006. FHWA Highway Construction Noise Handbook. (FHWAHEP-06-015; DOT-VNTSC-FHWA-06-02). Available at:
http://www.fhwa.dot.gov/environment/construction_noise/handbook. Accessed November 2018.
______. 2011. Highway Traffic Noise: Analysis and Abatement Guidance (FHWA-HEP-10-025). https://www.fhwa.dot.gov/environment/noise/regulations_and_guidance/analysis_and_ab atement_guidance/revguidance.pdf
Federal Transit Administration (FTA). 2018. Transit Noise and Vibration Impact Assessment.

November. Available at: https://www.transit.dot.gov/sites/fta.dot.gov/files/docs/research- innovation/118131/transit-noise-and-vibration-impact-assessment-manual-fta-report-no- 0123_0.pdf
General Technologies and Solutions. 2023. Traffic Signal Warrant Study for the intersection of E Palmdale Blvd and the proposed access road for the Palmdale Two residential development. July 6.

Institute of Transportation Engineers (ITE). 2021. Trip Generation Manual, 11th Edition. Volume 1:

Desk Reference.

Palmdale, City of. 2022. Palmdale 2045 General Plan: Noise Element. Available at:
https://static1.squarespace.com/static/5c7dc93065a707492aca3e47/t/63531218d0f5ef314 c6c849a/1666388512134/PalmdaleGPU_Ch16_10322.pdf. Accessed October 2022.

United States Environmental Protection Agency. 1974. Information on levels of environmental noise requisite to protect public health and welfare with an adequate margin of safety. Report No. 550/9-74-004 March 1974. Available at: https://www.rosemonteis.us/documents/usepa- 1974. Accessed September 2022.

Appendix A
Noise Measurement Data




































 














 

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Appendix C
Sample HVAC Specifications
38HDR
Performance™ Series Air Conditioner
with Puron
r Refrigerant
1 --- 1 / 2 t o 5 N o m i n a l To n s
Product Data
the environmentally sound refrigerant
Carrier’s Air Conditioners with Puron r refrigerant provide a collection of features unmatched by any other family of equipment. The 38HDR has been designed utilizing Carrier’s Puron refrigerant. The environmentally sound refrigerant allows you to make a responsible decision in the protection of the earth’s ozone layer.

As an Energy Star r Partner, Carrier Corporation has determined that this product meets the Energy Star r guidelines for energy efficiency. Refer to the combination ratings in the Product Data for system combinations that meet Energy Star r guidelines.

NOTE: Ratings contained in this document are subject to change at any time. Always refer to the AHRI directory
(www.ahridirectory.org) for the most up- -to- -date ratings information.

INDUSTRY LEADING

FEATURES / BENEFITS
Energy Efficiency
S 13 - - 15 SEER/10.9 - - 12.5 EER
Sound
S Levels as low as 68 dBA
Design Features
S New aesthetics
S Small footprint, same as old model and “stackable”
S WeatherArmort cabinet
 All steel cabinet construction
 Baked on powder paint
 Mesh coil guard
Reliability, Quality and Toughness
S Scroll compressor
S Crankcase Heater standard on sizes 030- -060
S Factory- -supplied filter drier
S High pressure switch
S Low pressure switch
S Line lengths up to 250’ (76.2 m)
S Low ambient operation (down to - -20 _F/- -28.9_C) with low ambient accessories.
2 MODEL NUMBER NOMENCLATURE
123 4 5 67 8
N
91 0 1 1 1 2 1 3

N N A A A/N N N A/N A/N A/N N N
38H D R 01 8 A0 0 3 0
Product
Series
HDR = Horizontal Discharge
Condensing Unit
Cooling Capacity
1,000 Btuh Nominal
Variations Open Open Voltage Minor
Series
0, 1, 2...38=AC/HP Major Model A=Standard 0=Not
Defined
0=Not
Defined
3=208/230 - - -1
5=208/230 - - -3
6=460/3
the environmentally sound refrigerant REGISTERED
ISO 9001:2000
This product has been designed and manufactured to
meet Energy Star“criteria for energy efficiency when
matched with appropriate coil components. However,
proper refrigerant charge and proper air flow are critical to achieve rated capacity and efficiency. Installation of this product should follow all manufacturing refrigerant charging and air flow instructions. Failure to confirm
proper charge and air flow may reduce energy
efficiency and shorten equipment life.

PHYSICAL DATA
UNIT 38HDR 018 024 030 036 048 060
NOMINAL CAPACITY (T ons) 1.5 2.0 2.50 3.0 4.0 5.0
OPERATING WEIGHT lb (kg) 155 (70.3) 180 (81.6) 200 (90.7) 218 (98.9) 284 (128.8) 294 (133.4) REFRIGERANT TYPE R - - - 410A

METERING DEVICE TXV
CHARGE lb (kg) 6.3 (2.86) 6.0 (2.73) 8.7 (3.95) 8.7 (3.95) 11.5 (5.23) 12.0 (5.45)

COMPRESSOR
Ty pe Scroll
O i l C h a r g e ( P O E --- o z ) 25.0 25.0 25.0 25.0 42.0 42.0 Crankcase Heater (watts) — — 40 40 40 40

OUTDOOR FAN
Rpm/Cfm 840/1720 840/1720 850/3900 850/3900 850/3900 850/3900 Diameter in. (mm) 18 (457) 18 (457) 24 (610) 24 (610) 24 (610) 24 (610) No. Blades 3 3 3 3 3 3
Motor hp (w) 1/8 (93) 1/8 (93) 1/4 (187) 1/4 (187) 1/4 (187) 1/4 (187)

OUTDOOR COIL
Face Area (sq ft) 5.8 7.3 12.1 12.1 14.1 14.1
No. Rows 2 2 2 2 2 2
FPI 20 20 20 20 20 20

HIGH PRESSURE SWITCH
Cut - - - In (psig) Cutout (psig) 420 r25
650 r10
420 r25
650 r10
420 r25
650 r10
420 r25
650 r10
420 r25
650 r10
420 r25
650 r10

LOW PRESSURE SWITCH
Cut - - - In (psig) Cutout (psig) 45 r25
20 r5
45 r25
20 r5
45 r25
20 r5
45 r25
20 r5
45 r25
20 r5
45 r25
20 r5

REFRIGERANT LINES
Connection T ype Sweat
Max. Liquid Line* (in.) OD 3/8 3/8 3/8 3/8 3/8 3/8
Rated Vapor Line † (in.) OD 5/8 5/8 3/4 3/4 7/8 1 --- 1 / 8 * *

CONTROLS
Control Voltage} 24 vac
System Voltage 208/230 v 208/230 v 208/230 v 208/230 v, Single and 3 Phase, 460 v, 3 Phase FINISH Gray
*S e e Liquid Line Sizing For Cooling Only Systems with Puron Refrigerant tables. { Units are rated with 25 ft (7.6 m) of lineset length. See Vapor Line Sizing and Cooling Capacity Loss table when using other sizes and lengths of lineset. } 24 v and a minimum of 40 va is provided in the fan coil unit. ** Vapor connection size is 7/8 inch.

FPI - - - Fins Per Inch
POE --- P o l y o l E s t e r
38HDR
3 REFRIGERANT PIPING LENGTH LIMITATIONS
Liquid Line Sizing and Maximum Total Equivalent Lengths { for Cooling Only Systems with Puron r Refrigerant:

The maximum allowable length of a residential split system depends on the liquid line diameter and vertical separation between indoor and outdoor units.

See Table below for liquid line sizing and maximum lengths :

Maximum Total Equivalent Length
Outdoor Unit BELOW Indoor Unit
Size Liquid Line
Connection
Liquid
Line
Diam.
w/ TXV
AC with Puron Refrigerant Maximum T otal Equivalent Length{: Outdoor unit BELOW Indoor Vertical Separation ft (m)
0 --- 5
(0- - - 1.5)
6 --- 1 0
(1.8- - - 3.0)
11- - - 20
(3.4- - - 6.1)
21- - - 30
(6.4- - - 9.1)
31- - - 40
(9.4- - - 12.2)
41- - - 50
(12.5- - - 15.2)
51- - - 60
(15.5- - - 18.3)
61- - - 70
(18.6- - - 21.3)
71- - - 80
(21.6- - - 24.4)
018
AC with
Puron
3/8
1/4 150 150 125 100 100 75 --- --- --- --- --- ---
5/16 250* 250* 250* 250* 250* 250* 250* 225* 150
3/8 250* 250* 250* 250* 250* 250* 250* 250* 250*
024
AC with
Puron
3/8
1/4 75 75 75 50 50 --- --- --- --- --- --- --- ---
5/16 250* 250* 250* 250* 250* 225* 175 125 100
3/8 250* 250* 250* 250* 250* 250* 250* 250* 250*
030
AC with
Puron
3/8
1/4 30 --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- 5/16 175 225* 200 175 125 100 75 --- --- --- ---
3/8 250* 250* 250* 250* 250* 250* 250* 250* 250*
036
AC with
Puron
3/8
5/16 175 150 150 100 100 100 75 --- --- --- ---
3//8 250* 250* 250* 250* 250* 250* 250* 250* 250*
048
AC with
Puron
3/8 3/8 250* 250* 250* 250* 250* 250* 230 160 --- ---
060
AC with
Puron
3/8 3/8 250* 250* 250* 225* 190 150 110 --- --- --- --- * Maximum actual length not to exceed 200 ft (61 m)
{ T otal equivalent length accounts for losses due to elbows or fitting. See the Long Line Guideline for details. --- --- = o u t s i d e a c c e p t a b l e r a n g e
Maximum Total Equivalent Length
Outdoor Unit ABOVE Indoor Unit
Size Liquid Line
Connection
Liquid
Line
Diam.
w/ TXV
AC with Puron Refrigerant Maximum T otal Equivalent Length{: Outdoor unit ABOVE Indoor Vertical Separation ft (m)
25 (7.6)
26- - - 50
(7.9- - - 15.2)
51- - - 75
(15.5- - - 22.9)
76- - - 100
(23.2- - - 30.5)
101- - - 125
(30.8- - - 38.1)
126- - - 150
(38.4- - - 45.7)
151- - - 175
(46.0- - - 53.3)
176- - - 200
(53.6- - - 61.0)
018
AC with
Puron
3/8
1/4 175 250* 250* 250* 250* 250* 250* 250*
5/16 250* 250* 250* 250* 250* 250* 250* 250*
3/8 250* 250* 250* 250* 250* 250* 250* 250*
024
AC with
Puron
3/8
1/4 100 125 175 200 225* 250* 250* 250*
5/16 250* 250* 250* 250* 250* 250* 250* 250*
3/8 250* 250* 250* 250* 250* 250* 250* 250*
030
AC with
Puron
3/8
1/4 30 --- --- --- --- --- --- --- --- --- --- --- --- --- --- 5/16 250* 250* 250* 250* 250* 250* 250* 250*
3/8 250* 250* 250* 250* 250* 250* 250* 250*
036
AC with
Puron
3/8
5/16 225* 250* 250* 250* 250* 250* 250* 250*
3/8 250* 250* 250* 250* 250* 250* 250* 250*
048
AC with
Puron
3/8 3/8 250* 250* 250* 250* 250* 250* 250* 250*
060
AC with
Puron
3/8 3/8 250* 250* 250* 250* 250* 250* 250* 250*
* Maximum actual length not to exceed 200 ft (61 m)
{ T otal equivalent length accounts for losses due to elbows or fitting. See the Long Line Guideline for details. --- --- = o u t s i d e a c c e p t a b l e r a n g e
38HDR
4 REFRIGERANT CHARGE ADJUSTMENTS
Liquid Line Size Puron Charge oz/ft (g/m)
3/8 0.60 (17.74)
(Factory charge for lineset = 9 oz / 266.16 g)
5/16 0.40 (11.83)
1/4 0.27 (7.98)
Units are factory charged for 15 ft (4.6 m) of 3/8” liquid line. The factory charge for 3/8” lineset 9 oz (266.16 g). When using other length or diameter liquid lines, charge adjustments are required per the chart above.

Charging Formula:
[(Lineset oz/ft x total length) – (factory charge for lineset)] = charge adjustment Example 1: System has 15 ft of line set using existing 1/4“ liquid line. What charge adjustment is required? Formula: (.27 oz/ft x 15ft) – (9 oz) = (-4.95) oz.

Net result is to remove 4.95 oz of refrigerant from the system Example 2: System has 45 ft of existing 5/16” liquid line. What is the charge adjustment? Formula: (.40 oz/ft. x 45ft) – (9 oz.) = 9 oz.

Net result is to add 9 oz of refrigerant to the system

LONG LINE APPLICATIONS
An application is considered Long Line, when the refrigerant level in the system requires the use of accessories to maintain acceptable refrigerant management for systems reliability. See Accessory Usage Guideline table for required accessories. Defining a system as long line depends on the liquid line diameter, actual length of the tubing, and vertical separation between the indoor and outdoor units.

For Air Cond itioner systems, the chart below shows when an application is considered Long Line.

AC WITH PURON r REFRIGERANT LONG LINE DESCRIPTION ft (m) Beyond these lengths, long line accessories are required Liquid Line Size Units On Same Level Outdoor Below Indoor Outdoor Above Indoor 1/4 No accessories needed within allowed
lengths
No accessories needed within allowed
lengths
175 (53.3)
5/16 120 (36.6) 50 (15.2) vertical or 120 (36.6) total 120 (36.6) 3/8 80 (24.4) 35 (10.7) vertical or 80 24.4) total 80 (24.4) Note: S e eL o n gL i n eG u i d e l i n ef o rd e t a i l s

V APOR LINE SIZING AND COOLING CAPACITY LOSS
Acceptable vapor line diameters provide adequate oil return to the compressor while avoiding excessive capacity loss. The suction line diameters shown in the chart below are acceptable for AC systems with Puron refrigerant:

Vapor Line Sizing and Cooling Capacity Losses — Puron r Refrigerant 1- -Stage Air Conditioner Applications Unit
Nominal
Size (Btuh)
Maximum
Liquid Line
Diameters
(In. OD)
Vapor Line
Diameters
(In. OD)
Cooling Capacity Loss (%)
T otal Equivalent Line Length ft. (m)
26 - - - 50
(7.9- - - 15.2)
51 - - - 80
(15.5- - - 24.4)
81 - - - 100
(24.7- - - 30.5)
101 - - - 125
(30.8- - - 38.1)
126 - - - 150
(38.4- - - 45.7)
151 - - - 175
(46.0- - - 53.3)
176 - - - 200
(53.6- - - 61.0)
201 - - - 225
(61.3- - - 68.6)
226 - - - 250
(68.9- - - 76.2)
018
1S t a g e
AC with
Puron
3/8
1/2 1 2 3 5 6 7 8 9 11
5/8 0 1 1 1 2 2 2 3 3
3/4 0 0 0 0 1 1 1 1 1
024
1S t a g e
AC with
Puron
3/8
5/8 0 1 2 2 3 3 4 5 5
3/4 0 0 1 1 1 1 1 2 2
7/8 0 0 0 0 0 1 1 1 1
030
1S t a g e
AC with
Puron
3/8
5/8 1 2 3 3 4 5 6 7 8
3/4 0 0 1 1 1 2 2 2 3
7/8 0 0 0 0 1 1 1 1 1
036
1S t a g e
AC with
Puron
3/8
5/8 1 2 4 5 6 8 9 10 12
3/4 0 1 1 2 2 3 3 4 4
7/8 0 0 0 1 1 1 1 2 2
048
1S t a g e
AC with
Puron
3/8
3/4 0 1 2 3 4 5 5 6 7
7/8 0 0 1 1 2 2 2 3 3
11 / 8 0 0 0 0 0 0 0 1 1
060
1S t a g e
AC with
Puron
3/8
3/4 1 2 4 5 6 7 9 10 11
7/8 0 1 2 2 3 4 4 5 5
11 / 8 0 0 0 1 1 1 1 1 1
Applications in this area may be long line and may have height restrictions. See the Residential Piping and Long Line Guideline . 38HDR
5 ACCESSORY THERMOSTATS

THERMOSTAT / SUBBASE
PKG. DESCRIPTION
T P --- P R H 0 1 --- A Programmable Thermidistat
T P --- N R H 0 1 --- A Non- - - programmable Thermidistat T P --- P A C 0 1 Performance Series Programmable AC Stat T P --- N A C 0 1 Performance Series Non - - - programmable AC Stat TSTATCCSEN01- - -B Outdoor Air T emperature Sensor
TSTATXXBBP01 Backplate for Builder’s Thermostat
TSTATXXNBP01 Backplate for Non - - - Programmable Thermostat TSTATXXPBP01 Backplate for Programmable Thermostat
TSTATXXCNV10 Thermostat Conversion Kit (4 to 5 wires) - - - 10 Pack

ACCESSORIES
KIT NUMBER KIT NAME 018 024 030 036 048 060
KAACH1401AAA Crankcase Heater X X
Standard Crankcase Heater S S S S
KAAFT0101AAA Evaporator Freeze Stat X X X X X X
KAATD0101TDR Time Delay Relay X X X X X X
KAAWS0101AAA Winter Start Kit
(for low ambient)

X X X X X X
5 3 D S --- 9 0 0 --- --- --- 0 8 6Low Ambient Control
(Puron)

X X X X X X
5 3 D S --- 9 0 0 --- --- --- 0 7 0Wind Baffle X
5 3 D S --- 9 0 0 --- --- --- 0 8 7Wind Baffle X
5 3 D S --- 9 0 0 --- --- --- 0 7 1Wind Baffle X X
5 3 D S --- 9 0 0 --- --- --- 0 8 8Wind Baffle X X
5 3 D S --- 9 0 0 --- --- --- 0 7 5Stacking Kit X X
5 3 D S --- 9 0 0 --- --- --- 0 7 6Stacking Kit X X X X 5 3 D S --- 9 0 0 --- --- --- 0 7 7Wall Mounting Kit X X 5 3 D S --- 9 0 0 --- --- --- 0 7 8Wall Mounting Kit X X X X X = Accessory, S = Standard
38HDR
6 ACCESSORY USAGE GUIDELINE

ACCESSORY

REQUIRED FOR LOW - - - AMBIENT

COOLING APPLICATIONS
(Below 55qF/12.8_C)

REQUIRED FOR

LONG LINE
APPLICATIONS*
( O v e r8 0f t ./2 4 . 4m )

REQUIRED FOR

SEA COAST APPLICATIONS
(Within 2 miles / 3.2 km)
Compressor Start Assist Capacitor and Relay Ye s Ye s No Crankcase Heater Ye s Ye s No
Evaporator Freeze Thermostat Ye s No No
Hard Shutoff TXV Ye s Ye s Ye s
Liquid Line Solenoid Valve No See Longline
Application Guideline No
Low- - - ambient Control Ye s No No
Winter Start Control Ye s No No
* For tubing line sets between 80 and 200 ft. (24.38 and 60.96 m) and/or 35 ft. (10.7 m) vertical differential, refer to Residential Piping and Longline G uideline.

Accessory Description and Usage (Listed Alphabetically)

1. Crankcase Heater
An electric resistance heater which mounts to the base of the compressor to keep the lubricant warm during off cycles.

Improves compressor lubrication on restart and minimizes the chance of liquid slugging.

Usage Guideline:

Required in low ambient cooling applications.

Required in long line applications.

Suggested in all commercial applications.

2. Evaporator Freeze Thermostat
An SPST temperature- -actuated switch that stops unit operation when evaporator reaches freeze- -up conditions.

Usage Guideline:

Required when low ambient kit has been added.

3. Low- -Ambient Control
A fan- -speed control device activated by a temperature sensor, designed to control condenser fan motor speed in response to the saturated, condensing temperature during operation in cooling mode only. For outdoor temperatures down to - -20 _F (- -28.9_C), it maintains condensing temperature at 100 _F r10_F (37.8 _C r

5.5_C).

Usage Guideline:

A Low Ambient Controller must be used when
cooling operation is used at outdoor temperatures
below 55 _F (12.8 _C).

Suggested for all commercial applications.

4. Outdoor Air Temperature Sensor
Designed for use with Carrier Thermostats listed in this publication. This device enables the thermostat to display the outdoor temperature. This device also
is required to enable special thermostat features such as auxiliary heat lock out.

Usage Guideline:

Suggested for all Carrier thermostats listed in this
publication.

5. Thermostatic Expansion Valve (TXV)
A modulating flow- -control valve which meters refrigerant liquid flow rate into the evaporator in response to the superheat of the refrigerant gas leaving the evaporator.

Kit includes valve, adapter tubes, and external equalizer tube.

Hard shut off types are available.

NOTE: When using a hard shut off TXV with single phase
reciprocating compressors, a Compressor Start Assist Capacitor and Relay is required.

Usage Guideline:

Accessory required to meet ARI rating and system
reliability, where indoor not equipped.

Hard shut off TXV or LLS required in air conditioner
long line applications.

Required for use on all zoning systems.

6. Time- -Delay Relay
An SPST delay relay which briefly continues operation of indoor blower motor to provide additional cooling after the compressor cycles off.

NOTE: Most indoor unit controls include this feature. For those that do not, use the guideline below.

Usage Guideline:

Accessory required to meet ARI rating, where indoor
not equipped.

7. Winter Start Control
This control is designed to alleviate nuisance opening of the low- -pressure switch by bypassing it for the first 3 minutes of operation.
38HDR
7 ELECTRICAL DATA
38HDR
UNIT
SIZE
V --- P H --- H z
VOL TAGE RANGE* COMPRESSOR OUTDOOR FAN MOTOR MIN
CKT
AMPS

FUSE/CKT
BKR AMPSMin Max RLA LRA FLA NEC
Hp
kW
Out
018- - -31 208/230- - - 1- - - 60 187 253 9.0 48.0 0.8 0.125 0.09 12.1 20 024- - -32 208/230- - - 1- - - 60 187 253 13.5 58.3 0.8 0.125 0.09 17.7 25 030- - -31 208/230- - - 1- - - 60 187 253 14.1 73.0 1.5 0.250 0.19 19.1 30 036- - -31
208/230- - - 1- - - 60 187 253 14.1 77.0 1.5 0.250 0.19 19.1 30 208/230- - - 3- - - 60 187 253 9.2 71.0 1.5 0.250 0.19 13.0 20 4 6 0 --- 3 --- 6 0 414 506 5.6 38.0 0.8 0.250 0.19 7.9 10 048- - -32
208/230- - - 1- - - 60 187 253 19.9 109.0 1.5 0.250 0.19 26.4 40 208/230- - - 3- - - 60 187 253 13.1 83.1 1.5 0.250 0.19 17.9 25 4 6 0 --- 3 --- 6 0 414 506 6.1 41.0 0.8 0.250 0.19 8.4 15 060- - -32
208/230- - - 1- - - 60 187 253 26.4 134.0 1.5 0.250 0.19 34.5 60 208/230- - - 3- - - 60 187 253 16.0 110.0 1.5 0.250 0.19 21.5 30 4 6 0 --- 3 --- 6 0 414 506 7.8 52.0 0.8 0.250 0.19 10.6 15 * Permissible limits of the voltage range at which the unit will operate satisfactorily FLA --- F u l l L o a d A m p s
HACR - - - Heating, Air Conditioning, Refrigeration
LRA --- L o c k e d R o t o r A m p s
NEC - - - National Electrical Code
RLA - - -R a t e dL o a dA m p s( c o m p r e s s o r ) NOTE: Control circuit is 24- - -V on all units and requires external power source. Copper wire must be used from service disconnect to unit.

All motors/compressors contain internal overload protection.

Complies with 2007 requirements of ASHRAE Standards 90.1 A- -WEIGHTED SOUND POWER (dBA)
Unit Size
Standard
Rating
(dBA)
Typical Octave Band Spectrum ( dBA ) (without tone adjustment) 125 250 500 1000 2000 4000 8000
018- - -31 68 52.0 57.5 60.5 63.5 60.5 57.5 46.5
024- - -32 69 57.5 61.5 63.0 61.0 60.0 56.0 45.0
030- - -31 72 56.5 63.0 65.0 66.0 64.0 62.5 57.0
036- - -31 72 65.0 61.5 63.5 65.0 64.5 61.0 54.5
048- - -32 72 58.5 61.0 64.0 67.5 66.0 64.0 57.0
060- - -32 72 63.0 61.5 64.0 66.5 66.0 64.5 55.5
NOTE: Tested in accordance with ARI Standard 270 - - -08 (not listed in AHRI).

CHARGING SUBCOOLING (TXV- -TYPE EXPANSION DEVICE)
UNIT SIZE - - -VOLTAGE, SERIES REQUIRED SUBCOOLING _F( _C) 018- - -31 12 (6.7)
024- - -32 12 (6.7)
030- - -31 12 (6.7)
036- - -31 12 (6.7)
048- - -32 12 (6.7)
060- - -32 12 (6.7)
38HDR
8 DIMENSIONS - - ENGLISH
H
G
L
A
B
1"
8"
41 / 2 "
17 / 1 6 "

UNIT SERIES ELECTRICAL

CHARACTERISTICSAB C D E F G H J KL M NP OPERATING
WEIGHT(lbs)

SHIPPING
WEIGHT(lbs)
38HDR018 1 X O O O 25 1/8" 36 15/16" 14 9/16" 16" 23 7/16" 17 3/16" 17 1/8" 22" 13" 6 5/8" 11 1/4" 5/8" 2 15/16" 6" 155 171 38HDR024 1,2 X O O O 31 1/8" 36 15/16" 14 9/16" 16" 23 7/16" 17 3/16" 23 1/8" 28" 14" 6 3/4" 11 5/8" 5/8" 2 15/16" 6" 180 198 38HDR030 1 X O O O 37 3/16" 44 9/16" 17 1/16" 18 7/16" 30 1/2" 19 5/8" 29 3/16" 34 1/16" 13 11/16" 8 1/8" 15 7/8" 3/4" 3 7/16" 6 1/2" 200 223 38HDR036 1 X O X X 37 3/16" 44 9/16" 17 1/16" 18 7/16" 30 1/2" 19 5/8" 29 3/16" 34 1/16" 13 11/16" 8 1/8" 15 7/8" 3/4" 3 7/16" 6 1/2" 218 240 38HDR048 1,2 X O X X 43 3/16" 44 9/16" 17 1/16" 18 7/16" 30 1/2" 19 5/8" 35 3/16" 40 1/16" 14 1/2" 8 1/2" 18 7/8" 7/8" 3 7/16" 6 1/2" 284 309 38HDR060 1,2 X O X X 43 3/16" 44 9/16" 17 1/16" 18 7/16" 30 1/2" 19 5/8" 35 3/16" 40 1/16" 14 1/2" 8 1/2" 18 7/8" 7/8" 3 7/16" 6 1/2" 294 319

UNIT SIZE

MINIMUM

MOUNTING PAD

DIMENSIONS
18,24 23" X 42"
30,36,48,60 24" X 50"
208-230-1-60
230-1-60
208/230-3-60
460-3-60
11 / 2 "

FIELD CONTROL SUPPLY

WIRE ENTRY
7/8" HOLE W/GROMMET
F, MAX. 125
X = YES
O=N O
FEMALE SWEAT CONN.

VAPOR LINE CONN.M

JUNCTION BOX FOR

POWER SUPLLY AND

CONTROL CONNECTIONS
4 3/16"
J
N
P
E
FD
71 / 2 " 21 / 2 "
11/16"
C
K
N
AIR
AIR
38HDR
10 COMBINATION RATINGS
ARI Ref. No. Model Number Indoor Model Furnace Model Capacity EER SEER 1085392 38HDR018- - -31 †CNPV*1814A**+TDR 17,000 11.0 13.0 1117974 38HDR018- - -31 4 0 Q A C 0 2 4 --- --- --- 3 18,000 11.5 13.0 1085396 38HDR018- - -31 CAP**1814A** 58CV(A,X)070- - -12 17,000 11.5 14.0 3015375 38HDR018- - -31 CAP**1814A** 58PH*045- - -08 17,000 11.5 14.0 1085394 38HDR018- - -31 CAP**1814A**+TDR 17,000 10.9 13.0 1085400 38HDR018- - -31 CAP**2414A** 58CV(A,X)070- - -12 17,400 11.5 14.0 3015376 38HDR018- - -31 CAP**2414A** 58PH*045- - -08 17,400 12.0 14.5 1085398 38HDR018- - -31 CAP**2414A**+TDR 17,400 11.0 13.0 1085456 38HDR018- - -31 CAP**2417A** 58CV(A,X)070- - -12 17,400 11.5 14.0 1085406 38HDR018- - -31 CAP**2417A** 58CV(A,X)090- - -16 17,400 11.5 14.0 3112072 38HDR018- - -31 CAP**2417A** 58MEB040- - -12 17,400 12.0 14.5 3112073 38HDR018- - -31 CAP**2417A** 58MEB060- - -12 17,400 12.0 14.5 1390388 38HDR018- - -31 CAP**2417A** 58MV(B,C)060- - -14 17,400 11.5 14.0 1085402 38HDR018- - -31 CAP**2417A**+TDR 17,400 11.0 13.0 1085432 38HDR018- - -31 CNPF*2418A**+TDR 17,400 11.0 13.0 1085428 38HDR018- - -31 CNPH*2417A** 58CV(A,X)070- - -12 17,400 11.5 14.0 1085430 38HDR018- - -31 CNPH*2417A** 58CV(A,X)090- - -16 17,400 11.5 14.0 3112076 38HDR018- - -31 CNPH*2417A** 58MEB040- - -12 17,400 12.0 14.5 3112077 38HDR018- - -31 CNPH*2417A** 58MEB060- - -12 17,400 12.0 14.5 1390392 38HDR018- - -31 CNPH*2417A** 58MV(B,C)060- - -14 17,400 11.5 14.0 1390396 38HDR018- - -31 CNPH*2417A** 58MV(B,C)080- - -14 17,400 11.5 14.0 3015379 38HDR018- - -31 CNPH*2417A** 58PH*045- - -08 17,400 12.0 14.5 1085420 38HDR018- - -31 CNPH*2417A**+TDR 17,400 11.0 13.0 1085408 38HDR018- - -31 CNPV*1814A** 58CV(A,X)070- - -12 17,000 11.5 14.0 3015377 38HDR018- - -31 CNPV*1814A** 58PH*045- - -08 17,000 11.5 14.0 1085412 38HDR018- - -31 CNPV*2414A** 58CV(A,X)070- - -12 17,400 11.5 14.0 3015378 38HDR018- - -31 CNPV*2414A** 58PH*045- - -08 17,400 12.0 14.5 1085410 38HDR018- - -31 CNPV*2414A**+TDR 17,400 11.0 13.0 1085458 38HDR018- - -31 CNPV*2417A** 58CV(A,X)070- - -12 17,400 11.5 14.0 1085418 38HDR018- - -31 CNPV*2417A** 58CV(A,X)090- - -16 17,400 11.5 14.0 3112074 38HDR018- - -31 CNPV*2417A** 58MEB040- - -12 17,400 12.0 14.5 3112075 38HDR018- - -31 CNPV*2417A** 58MEB060- - -12 17,400 12.0 14.5 1390390 38HDR018- - -31 CNPV*2417A** 58MV(B,C)060- - -14 17,400 11.5 14.0 1085414 38HDR018- - -31 CNPV*2417A**+TDR 17,400 11.0 13.0 1085442 38HDR018- - -31 CSPH*2412A** 58CV(A,X)070- - -12 17,400 11.5 14.0 1085444 38HDR018- - -31 CSPH*2412A** 58CV(A,X)090- - -16 17,400 11.5 14.0 3112078 38HDR018- - -31 CSPH*2412A** 58MEB040- - -12 17,400 12.0 14.5 3112079 38HDR018- - -31 CSPH*2412A** 58MEB060- - -12 17,400 12.0 14.5 1390394 38HDR018- - -31 CSPH*2412A** 58MV(B,C)060- - -14 17,400 11.5 14.0 1390398 38HDR018- - -31 CSPH*2412A** 58MV(B,C)080- - -14 17,400 11.5 14.0 3015380 38HDR018- - -31 CSPH*2412A** 58PH*045- - -08 17,400 12.0 14.5 1085434 38HDR018- - -31 CSPH*2412A**+TDR 17,400 11.0 13.0 1086232 38HDR018- - -31 FE4ANF002+UI 17,400 11.5 14.0
1085450 38HDR018- - -31 FF1ENP018 17,400 11.0 13.0
1085452 38HDR018- - -31 FF1ENP024 17,400 11.0 13.0
1085454 38HDR018- - -31 FV4BNF002 17,400 11.5 14.0
3404623 38HDR018- - -31 FV4CNF002 17,400 11.5 14.0
1085446 38HDR018- - -31 FX4CNF018 17,000 11.5 14.0
1085448 38HDR018- - -31 FX4CNF024 17,400 11.5 14.0
3465486 38HDR024- - -32 †CNPV*2414A**+TDR 23,400 11.0 13.0 3465806 38HDR024- - -32 40QAC024- - -3 22,800 11.5 13.0 3465488 38HDR024- - -32 CAP**2414A** 58CV(A,X)070- - -12 23,400 11.5 14.0 3465489 38HDR024- - -32 CAP**2414A** 58PH*045- - -08 23,400 11.5 14.0 3465487 38HDR024- - -32 CAP**2414A**+TDR 23,400 11.0 13.0 3465492 38HDR024- - -32 CAP**2417A** 58CV(A,X)090- - -16 23,400 11.5 14.0 3465493 38HDR024- - -32 CAP**2417A** 58MEB040- - -12 23,400 12.0 14.5 3465494 38HDR024- - -32 CAP**2417A** 58MEB060- - -12 23,400 12.0 14.5 3465495 38HDR024- - -32 CAP**2417A** 58MEB080- - -12 23,400 12.0 14.5 3465491 38HDR024- - -32 CAP**2417A** 58MV(B,C)060- - -14 23,400 11.5 14.0 3465490 38HDR024- - -32 CAP**2417A**+TDR 23,400 11.0 13.0 3465497 38HDR024- - -32 CAP**3014A** 58CV(A,X)070- - -12 23,400 11.5 14.0 3465498 38HDR024- - -32 CAP**3014A** 58PH*045- - -08 23,600 12.0 14.5 3465496 38HDR024- - -32 CAP**3014A**+TDR 23,600 11.0 13.0 3465501 38HDR024- - -32 CAP**3017A** 58CV(A,X)090- - -16 23,600 11.5 14.0 3465502 38HDR024- - -32 CAP**3017A** 58MEB040- - -12 23,600 12.0 14.5 3465503 38HDR024- - -32 CAP**3017A** 58MEB060- - -12 23,600 12.0 14.5 3465504 38HDR024- - -32 CAP**3017A** 58MEB080- - -12 23,600 12.0 14.5 3465500 38HDR024- - -32 CAP**3017A** 58MV(B,C)060- - -14 23,600 11.5 14.0 3465499 38HDR024- - -32 CAP**3017A**+TDR 23,600 11.0 13.0 3465554 38HDR024- - -32 CNPF*2418A**+TDR 23,400 11.0 13.0 3465529 38HDR024- - -32 CNPH*2417A** 58CV(A,X)070- - -12 23,400 11.5 14.0 3465530 38HDR024- - -32 CNPH*2417A** 58CV(A,X)090- - -16 23,400 11.5 14.0 3465531 38HDR024- - -32 CNPH*2417A** 58CV(A,X)110- - -20 23,400 11.5 14.0 3465532 38HDR024- - -32 CNPH*2417A** 58CV(A,X)135- - -22 23,400 11.5 14.0 3465533 38HDR024- - -32 CNPH*2417A** 58CV(A,X)155- - -22 23,400 11.5 14.0 3465535 38HDR024- - -32 CNPH*2417A** 58MEB040- - -12 23,400 12.0 14.5 3465536 38HDR024- - -32 CNPH*2417A** 58MEB060- - -12 23,400 12.0 14.5 3465537 38HDR024- - -32 CNPH*2417A** 58MEB080- - -12 23,400 12.0 14.5 See notes on page 26
38HDR
9 DIMENSIONS - - SI
P

UNIT SERIES ELECTRICAL

CHARACTERISTICSAB C D E F G H J KL M NP OPERATING

WEIGHT(KG)

SHIPPING

WEIGHT(KG)
1 X O O O 638.2 938.2 369.9 406.4 595.3 436.6 435.0 558.8 330.2 168.3 285.8 15.9 74.6 152.4 70.4 77.7 1,2 X O O O 790.6 938.2 369.9 406.4 595.3 436.6 587.4 711.2 355.6 171.5 295.3 15.9 74.6 152.4 81.8 90.0 1 X O O O 944.6 1131.9 433.4 468.3 774.7 498.5 741.4 865.2 347.7 206.4 403.2 19.0 87.3 165.1 90.9 101.4 1 X O X X 944.6 1131.9 433.4 468.3 774.7 498.5 741.4 865.2 347.7 206.4 403.2 19.0 87.3 165.1 99.0 109.0 1,2 X O X X 1097.0 1131.9 433.4 468.3 774.7 498.5 893.8 1017.6 368.3 215.9 479.4 22.2 87.3 165.1 129.0 140.4 1,2 X O X X 1097.0 1131.9 433.4 468.3 774.7 498.5 893.8 1017.6 368.3 215.9 479.4 22.2 87.3 165.1 133.6 145.0

UNIT SIZE

MINIMUM

MOUNTING PAD

DIMENSIONS
18,24 584.2 X 1066.8
30,36,48,60 609.6 X 1270.0
208-230-1-60
230-1-60
208/230-3-60
460-3-60
X = YES
O=N O
C, MAX. 51.7
106.4

17.5 J
K
NE
FD C
190.5 63.5
AIR
AIR
H
G
L
A
B

25.4 203.2

38.1 114.3

36.5 FIELD CONTROL SUPPLY

WIRE ENTRY

22.22 HOLE W/GROMMET
FEMALE SWEAT CONN.

VAPOR LINE CONN.M

JUNCTION BOX FOR

POWER SUPLLY AND

CONTROL CONNECTIONS
38HDR
11 COMBINATION RATINGS (CONT.)
ARI Ref. No. Model Number Indoor Model Furnace Model Capacity EER SEER 3465524 38HDR024- - -32 CNPH*2417A** 58MV(B,C)060- - -14 23,400 11.5 14.0 3465525 38HDR024- - -32 CNPH*2417A** 58MV(B,C)080- - -14 23,400 11.5 14.0 3465526 38HDR024- - -32 CNPH*2417A** 58MV(B,C)080- - -20 23,200 11.5 14.0 3465527 38HDR024- - -32 CNPH*2417A** 58MV(B,C)100- - -20 23,400 11.5 14.0 3465528 38HDR024- - -32 CNPH*2417A** 58MV(B,C)120- - -20 23,400 11.5 14.0 3465523 38HDR024- - -32 CNPH*2417A** 58MVB040- - -14 23,400 11.5 14.0 3465534 38HDR024- - -32 CNPH*2417A** 58PH*045- - -08 23,400 11.5 14.0 3465522 38HDR024- - -32 CNPH*2417A**+TDR 23,400 11.0 13.0 3465545 38HDR024- - -32 CNPH*3017A** 58CV(A,X)070- - -12 23,400 11.5 14.0 3465546 38HDR024- - -32 CNPH*3017A** 58CV(A,X)090- - -16 23,600 11.5 14.0 3465547 38HDR024- - -32 CNPH*3017A** 58CV(A,X)110- - -20 23,600 11.5 14.0 3465548 38HDR024- - -32 CNPH*3017A** 58CV(A,X)135- - -22 23,600 11.5 14.0 3465549 38HDR024- - -32 CNPH*3017A** 58CV(A,X)155- - -22 23,600 11.5 14.0 3465551 38HDR024- - -32 CNPH*3017A** 58MEB040- - -12 23,600 12.0 14.5 3465552 38HDR024- - -32 CNPH*3017A** 58MEB060- - -12 23,600 12.0 14.5 3465553 38HDR024- - -32 CNPH*3017A** 58MEB080- - -12 23,600 12.0 14.5 3465540 38HDR024- - -32 CNPH*3017A** 58MV(B,C)060- - -14 23,600 11.5 14.0 3465541 38HDR024- - -32 CNPH*3017A** 58MV(B,C)080- - -14 23,400 11.5 14.0 3465542 38HDR024- - -32 CNPH*3017A** 58MV(B,C)080- - -20 23,400 11.5 14.0 3465543 38HDR024- - -32 CNPH*3017A** 58MV(B,C)100- - -20 23,600 11.5 14.0 3465544 38HDR024- - -32 CNPH*3017A** 58MV(B,C)120- - -20 23,600 11.5 14.0 3465539 38HDR024- - -32 CNPH*3017A** 58MVB040- - -14 23,600 11.5 14.0 3465550 38HDR024- - -32 CNPH*3017A** 58PH*045- - -08 23,600 12.0 14.5 3465538 38HDR024- - -32 CNPH*3017A**+TDR 23,600 11.0 13.0 3465505 38HDR024- - -32 CNPV*2414A** 58CV(A,X)070- - -12 23,400 11.5 14.0 3465506 38HDR024- - -32 CNPV*2414A** 58PH*045- - -08 23,400 11.5 14.0 3465509 38HDR024- - -32 CNPV*2417A** 58CV(A,X)090- - -16 23,400 11.5 14.0 3465510 38HDR024- - -32 CNPV*2417A** 58MEB040- - -12 23,400 12.0 14.5 3465511 38HDR024- - -32 CNPV*2417A** 58MEB060- - -12 23,400 12.0 14.5 3465512 38HDR024- - -32 CNPV*2417A** 58MEB080- - -12 23,400 12.0 14.5 3465508 38HDR024- - -32 CNPV*2417A** 58MV(B,C)060- - -14 23,400 11.5 14.0 3465507 38HDR024- - -32 CNPV*2417A**+TDR 23,400 11.0 13.0 3465514 38HDR024- - -32 CNPV*3014A** 58CV(A,X)070- - -12 23,400 11.5 14.0 3465515 38HDR024- - -32 CNPV*3014A** 58PH*045- - -08 23,600 11.5 14.0 3465513 38HDR024- - -32 CNPV*3014A**+TDR 23,600 11.0 13.0 3465518 38HDR024- - -32 CNPV*3017A** 58CV(A,X)090- - -16 23,600 11.5 14.0 3465519 38HDR024- - -32 CNPV*3017A** 58MEB040- - -12 23,600 12.0 14.5 3465520 38HDR024- - -32 CNPV*3017A** 58MEB060- - -12 23,600 12.0 14.5 3465521 38HDR024- - -32 CNPV*3017A** 58MEB080- - -12 23,600 12.0 14.5 3465517 38HDR024- - -32 CNPV*3017A** 58MV(B,C)060- - -14 23,600 11.5 14.0 3465516 38HDR024- - -32 CNPV*3017A**+TDR 23,600 11.0 13.0 3465562 38HDR024- - -32 CSPH*2412A** 58CV(A,X)070- - -12 23,400 11.5 14.0 3465563 38HDR024- - -32 CSPH*2412A** 58CV(A,X)090- - -16 23,400 11.5 14.0 3465564 38HDR024- - -32 CSPH*2412A** 58CV(A,X)110- - -20 23,400 11.5 14.0 3465565 38HDR024- - -32 CSPH*2412A** 58CV(A,X)135- - -22 23,400 11.5 14.0 3465566 38HDR024- - -32 CSPH*2412A** 58CV(A,X)155- - -22 23,400 11.5 14.0 3465568 38HDR024- - -32 CSPH*2412A** 58MEB040- - -12 23,400 12.0 14.5 3465569 38HDR024- - -32 CSPH*2412A** 58MEB060- - -12 23,400 12.0 14.5 3465570 38HDR024- - -32 CSPH*2412A** 58MEB080- - -12 23,400 12.0 14.5 3465557 38HDR024- - -32 CSPH*2412A** 58MV(B,C)060- - -14 23,400 11.5 14.0 3465558 38HDR024- - -32 CSPH*2412A** 58MV(B,C)080- - -14 23,400 11.5 14.0 3465559 38HDR024- - -32 CSPH*2412A** 58MV(B,C)080- - -20 23,400 11.5 14.0 3465560 38HDR024- - -32 CSPH*2412A** 58MV(B,C)100- - -20 23,400 11.5 14.0 3465561 38HDR024- - -32 CSPH*2412A** 58MV(B,C)120- - -20 23,400 11.5 14.0 3465556 38HDR024- - -32 CSPH*2412A** 58MVB040- - -14 23,400 11.5 14.0 3465567 38HDR024- - -32 CSPH*2412A** 58PH*045- - -08 23,400 11.5 14.0 3465555 38HDR024- - -32 CSPH*2412A**+TDR 23,400 11.0 13.0 3465578 38HDR024- - -32 CSPH*3012A** 58CV(A,X)070- - -12 23,600 11.5 14.0 3465579 38HDR024- - -32 CSPH*3012A** 58CV(A,X)090- - -16 23,600 11.5 14.0 3465580 38HDR024- - -32 CSPH*3012A** 58CV(A,X)110- - -20 23,600 11.5 14.0 3465581 38HDR024- - -32 CSPH*3012A** 58CV(A,X)135- - -22 23,600 11.5 14.0 3465582 38HDR024- - -32 CSPH*3012A** 58CV(A,X)155- - -22 23,600 11.5 14.0 3465584 38HDR024- - -32 CSPH*3012A** 58MEB040- - -12 23,600 12.0 14.5 3465585 38HDR024- - -32 CSPH*3012A** 58MEB060- - -12 23,600 12.0 14.5 3465586 38HDR024- - -32 CSPH*3012A** 58MEB080- - -12 23,600 12.0 14.5 3465573 38HDR024- - -32 CSPH*3012A** 58MV(B,C)060- - -14 23,600 11.5 14.0 3465574 38HDR024- - -32 CSPH*3012A** 58MV(B,C)080- - -14 23,600 11.5 14.0 3465575 38HDR024- - -32 CSPH*3012A** 58MV(B,C)080- - -20 23,400 11.5 14.0 3465576 38HDR024- - -32 CSPH*3012A** 58MV(B,C)100- - -20 23,600 11.5 14.0 3465577 38HDR024- - -32 CSPH*3012A** 58MV(B,C)120- - -20 23,600 11.5 14.0 3465572 38HDR024- - -32 CSPH*3012A** 58MVB040- - -14 23,600 11.5 14.0 3465583 38HDR024- - -32 CSPH*3012A** 58PH*045- - -08 23,600 12.0 14.5 3465571 38HDR024- - -32 CSPH*3012A**+TDR 23,600 11.0 13.0 3465594 38HDR024- - -32 FE4AN(B,F)003+UI 23,800 12.0 14.5 3465592 38HDR024- - -32 FE4ANF002+UI 23,600 12.0 14.5
3465596 38HDR024- - -32 FE5ANB004+UI 24,000 12.0 14.5
3465597 38HDR024- - -32 FF1ENP024 22,800 11.0 13.0
3465606 38HDR024- - -32 FF1ENP025 23,400 11.5 14.0
3465600 38HDR024- - -32 FF1ENP030 23,000 11.0 13.0
See notes on page 26
38HDR
12 COMBINATION RATINGS (CONT.)
ARI Ref. No. Model Number Indoor Model Furnace Model Capacity EER SEER 3465608 38HDR024- - -32 FF1ENP031 23,600 11.5 14.0
3465609 38HDR024- - -32 FF1ENP037 23,800 11.5 14.0
3465603 38HDR024- - -32 FV4BN(B,F)003 23,800 12.0 14.5
3465601 38HDR024- - -32 FV4BNF002 23,600 12.0 14.5
3465613 38HDR024- - -32 FV4CN(B,F)003 23,800 12.0 14.5
3465611 38HDR024- - -32 FV4CNF002 23,600 12.0 14.5
3465589 38HDR024- - -32 FX4CNF024 23,400 11.5 14.0
3465590 38HDR024- - -32 FX4CNF030 23,800 11.5 14.0
3465587 38HDR024- - -32 FY4ANF024 23,200 11.0 13.0
3465588 38HDR024- - -32 FY4ANF030 23,600 11.0 13.0
1085620 38HDR030- - -31 †CNPV*3014A**+TDR 28,000 11.0 13.0 1117978 38HDR030- - -31 4 0 Q A C 0 3 6 --- --- --- 3 29,000 12.0 13.0 1085624 38HDR030- - -31 CAP**3014A** 58CV(A,X)070- - -12 28,000 11.5 14.0 1085622 38HDR030- - -31 CAP**3014A**+TDR 28,000 11.0 13.0 1085788 38HDR030- - -31 CAP**3017A** 58CV(A,X)070- - -12 28,000 11.5 14.0 1085630 38HDR030- - -31 CAP**3017A** 58CV(A,X)090- - -16 28,000 11.5 14.0 3112104 38HDR030- - -31 CAP**3017A** 58MEB040- - -12 28,000 12.0 14.5 3112105 38HDR030- - -31 CAP**3017A** 58MEB060- - -12 28,000 12.0 14.5 3112106 38HDR030- - -31 CAP**3017A** 58MEB080- - -12 28,000 12.0 14.5 3112107 38HDR030- - -31 CAP**3017A** 58MEB080- - -16 28,000 12.0 14.5 1390448 38HDR030- - -31 CAP**3017A** 58MV(B,C)060- - -14 28,000 11.5 14.0 3015389 38HDR030- - -31 CAP**3017A** 58PH*070- - -16 28,000 11.5 14.0 1085626 38HDR030- - -31 CAP**3017A**+TDR 28,000 11.0 13.0 1085634 38HDR030- - -31 CAP**3614A** 58CV(A,X)070- - -12 28,600 11.5 14.0 1085632 38HDR030- - -31 CAP**3614A**+TDR 28,600 11.0 13.0 1085790 38HDR030- - -31 CAP**3617A** 58CV(A,X)070- - -12 28,600 11.5 14.0 1085640 38HDR030- - -31 CAP**3617A** 58CV(A,X)090- - -16 28,600 11.5 14.0 3112108 38HDR030- - -31 CAP**3617A** 58MEB040- - -12 28,600 12.0 14.5 3112109 38HDR030- - -31 CAP**3617A** 58MEB060- - -12 28,600 12.0 14.5 3112110 38HDR030- - -31 CAP**3617A** 58MEB080- - -12 28,600 12.0 14.5 3112111 38HDR030- - -31 CAP**3617A** 58MEB080- - -16 28,600 12.0 14.5 1390450 38HDR030- - -31 CAP**3617A** 58MV(B,C)060- - -14 28,600 11.5 14.0 3015390 38HDR030- - -31 CAP**3617A** 58PH*070- - -16 28,600 12.0 14.5 1085636 38HDR030- - -31 CAP**3617A**+TDR 28,600 11.0 13.0 1085794 38HDR030- - -31 CAP**3621A** 58CV(A,X)090- - -16 28,600 11.5 14.0 1085650 38HDR030- - -31 CAP**3621A** 58CV(A,X)110- - -20 28,600 11.5 14.0 1390464 38HDR030- - -31 CAP**3621A** 58MV(B,C)060- - -14 28,600 11.5 14.0 1390468 38HDR030- - -31 CAP**3621A** 58MV(B,C)080- - -14 28,600 11.5 14.0 1390480 38HDR030- - -31 CAP**3621A** 58MV(B,C)080- - -20 28,600 11.5 14.0 1390492 38HDR030- - -31 CAP**3621A** 58MV(B,C)100- - -20 28,600 11.5 14.0 3015391 38HDR030- - -31 CAP**3621A** 58PH*090- - -16 28,600 12.0 14.5 1085642 38HDR030- - -31 CAP**3621A**+TDR 28,600 11.0 13.0 1085724 38HDR030- - -31 CNPF*3618A**+TDR 28,600 11.0 13.0 1085690 38HDR030- - -31 CNPH*3017A** 58CV(A,X)070- - -12 28,000 11.5 14.0 1085692 38HDR030- - -31 CNPH*3017A** 58CV(A,X)090- - -16 28,000 11.5 14.0 1085694 38HDR030- - -31 CNPH*3017A** 58CV(A,X)110- - -20 28,000 11.5 14.0 1085696 38HDR030- - -31 CNPH*3017A** 58CV(A,X)135- - -22 28,000 11.5 14.0 1085698 38HDR030- - -31 CNPH*3017A** 58CV(A,X)155- - -22 28,000 11.5 14.0 3112120 38HDR030- - -31 CNPH*3017A** 58MEB040- - -12 28,000 12.0 14.5 3112121 38HDR030- - -31 CNPH*3017A** 58MEB060- - -12 28,000 12.0 14.5 3112122 38HDR030- - -31 CNPH*3017A** 58MEB080- - -12 28,000 12.0 14.5 3112123 38HDR030- - -31 CNPH*3017A** 58MEB080- - -16 28,000 12.0 14.5 1390456 38HDR030- - -31 CNPH*3017A** 58MV(B,C)060- - -14 28,000 11.5 14.0 1390472 38HDR030- - -31 CNPH*3017A** 58MV(B,C)080- - -14 28,000 11.5 14.0 1390484 38HDR030- - -31 CNPH*3017A** 58MV(B,C)080- - -20 28,000 11.5 14.0 1390496 38HDR030- - -31 CNPH*3017A** 58MV(B,C)100- - -20 28,000 11.5 14.0 1390504 38HDR030- - -31 CNPH*3017A** 58MV(B,C)120- - -20 28,000 11.5 14.0 3015395 38HDR030- - -31 CNPH*3017A** 58PH*070- - -16 28,000 11.5 14.0 3015396 38HDR030- - -31 CNPH*3017A** 58PH*090- - -16 28,000 11.5 14.0 1085676 38HDR030- - -31 CNPH*3017A**+TDR 28,000 11.0 13.0 1085714 38HDR030- - -31 CNPH*3617A** 58CV(A,X)070- - -12 28,600 11.5 14.0 1085716 38HDR030- - -31 CNPH*3617A** 58CV(A,X)090- - -16 28,600 11.5 14.0 1085718 38HDR030- - -31 CNPH*3617A** 58CV(A,X)110- - -20 28,600 11.5 14.0 1085720 38HDR030- - -31 CNPH*3617A** 58CV(A,X)135- - -22 28,600 11.5 14.0 1085722 38HDR030- - -31 CNPH*3617A** 58CV(A,X)155- - -22 28,600 11.5 14.0 3112124 38HDR030- - -31 CNPH*3617A** 58MEB040- - -12 28,600 12.0 14.5 3112125 38HDR030- - -31 CNPH*3617A** 58MEB060- - -12 28,600 12.0 14.5 3112126 38HDR030- - -31 CNPH*3617A** 58MEB080- - -12 28,600 12.0 14.5 3112127 38HDR030- - -31 CNPH*3617A** 58MEB080- - -16 28,600 12.0 14.5 1390458 38HDR030- - -31 CNPH*3617A** 58MV(B,C)060- - -14 28,600 11.5 14.0 1390474 38HDR030- - -31 CNPH*3617A** 58MV(B,C)080- - -14 28,600 11.5 14.0 1390486 38HDR030- - -31 CNPH*3617A** 58MV(B,C)080- - -20 28,600 11.5 14.0 1390498 38HDR030- - -31 CNPH*3617A** 58MV(B,C)100- - -20 28,600 11.5 14.0 1390506 38HDR030- - -31 CNPH*3617A** 58MV(B,C)120- - -20 28,600 11.5 14.0 3015397 38HDR030- - -31 CNPH*3617A** 58PH*070- - -16 28,600 12.0 14.5 3015398 38HDR030- - -31 CNPH*3617A** 58PH*090- - -16 28,600 12.0 14.5 1085700 38HDR030- - -31 CNPH*3617A**+TDR 28,600 11.0 13.0 1085652 38HDR030- - -31 CNPV*3014A** 58CV(A,X)070- - -12 28,000 11.5 14.0 See notes on page 26
38HDR
13 COMBINATION RATINGS (CONT.)
ARI Ref. No. Model Number Indoor Model Furnace Model Capacity EER SEER 1085796 38HDR030- - -31 CNPV*3017A** 58CV(A,X)070- - -12 28,000 11.5 14.0 1085658 38HDR030- - -31 CNPV*3017A** 58CV(A,X)090- - -16 28,000 11.5 14.0 3112112 38HDR030- - -31 CNPV*3017A** 58MEB040- - -12 28,000 12.0 14.5 3112113 38HDR030- - -31 CNPV*3017A** 58MEB060- - -12 28,000 12.0 14.5 3112114 38HDR030- - -31 CNPV*3017A** 58MEB080- - -12 28,000 12.0 14.5 3112115 38HDR030- - -31 CNPV*3017A** 58MEB080- - -16 28,000 12.0 14.5 1390452 38HDR030- - -31 CNPV*3017A** 58MV(B,C)060- - -14 28,000 11.5 14.0 3015392 38HDR030- - -31 CNPV*3017A** 58PH*070- - -16 28,000 11.5 14.0 1085654 38HDR030- - -31 CNPV*3017A**+TDR 28,000 11.0 13.0 1085798 38HDR030- - -31 CNPV*3617A** 58CV(A,X)070- - -12 28,600 11.5 14.0 1085664 38HDR030- - -31 CNPV*3617A** 58CV(A,X)090- - -16 28,600 11.5 14.0 3112116 38HDR030- - -31 CNPV*3617A** 58MEB040- - -12 28,600 12.0 14.5 3112117 38HDR030- - -31 CNPV*3617A** 58MEB060- - -12 28,600 12.0 14.5 3112118 38HDR030- - -31 CNPV*3617A** 58MEB080- - -12 28,600 12.0 14.5 3112119 38HDR030- - -31 CNPV*3617A** 58MEB080- - -16 28,600 12.0 14.5 1390454 38HDR030- - -31 CNPV*3617A** 58MV(B,C)060- - -14 28,600 11.5 14.0 3015393 38HDR030- - -31 CNPV*3617A** 58PH*070- - -16 28,600 12.0 14.5 1085660 38HDR030- - -31 CNPV*3617A**+TDR 28,600 11.0 13.0 1085802 38HDR030- - -31 CNPV*3621A** 58CV(A,X)090- - -16 28,600 11.5 14.0 1085674 38HDR030- - -31 CNPV*3621A** 58CV(A,X)110- - -20 28,600 11.5 14.0 1390466 38HDR030- - -31 CNPV*3621A** 58MV(B,C)060- - -14 28,600 11.5 14.0 1390470 38HDR030- - -31 CNPV*3621A** 58MV(B,C)080- - -14 28,600 11.5 14.0 1390482 38HDR030- - -31 CNPV*3621A** 58MV(B,C)080- - -20 28,600 11.5 14.0 1390494 38HDR030- - -31 CNPV*3621A** 58MV(B,C)100- - -20 28,600 11.5 14.0 3015394 38HDR030- - -31 CNPV*3621A** 58PH*090- - -16 28,600 12.0 14.5 1085666 38HDR030- - -31 CNPV*3621A**+TDR 28,600 11.0 13.0 1085740 38HDR030- - -31 CSPH*3012A** 58CV(A,X)070- - -12 28,000 11.5 14.0 1085742 38HDR030- - -31 CSPH*3012A** 58CV(A,X)090- - -16 28,000 11.5 14.0 1085744 38HDR030- - -31 CSPH*3012A** 58CV(A,X)110- - -20 28,000 11.5 14.0 1085746 38HDR030- - -31 CSPH*3012A** 58CV(A,X)135- - -22 28,000 11.5 14.0 1085748 38HDR030- - -31 CSPH*3012A** 58CV(A,X)155- - -22 28,000 11.5 14.0 3112128 38HDR030- - -31 CSPH*3012A** 58MEB040- - -12 28,000 12.0 14.5 3112129 38HDR030- - -31 CSPH*3012A** 58MEB060- - -12 28,000 12.0 14.5 3112130 38HDR030- - -31 CSPH*3012A** 58MEB080- - -12 28,000 12.0 14.5 3112131 38HDR030- - -31 CSPH*3012A** 58MEB080- - -16 28,000 12.0 14.5 1390460 38HDR030- - -31 CSPH*3012A** 58MV(B,C)060- - -14 28,000 11.5 14.0 1390476 38HDR030- - -31 CSPH*3012A** 58MV(B,C)080- - -14 28,000 11.5 14.0 1390488 38HDR030- - -31 CSPH*3012A** 58MV(B,C)080- - -20 28,000 11.5 14.0 1390500 38HDR030- - -31 CSPH*3012A** 58MV(B,C)100- - -20 28,000 11.5 14.0 1390508 38HDR030- - -31 CSPH*3012A** 58MV(B,C)120- - -20 28,000 11.5 14.0 3015399 38HDR030- - -31 CSPH*3012A** 58PH*070- - -16 28,000 11.5 14.0 3015400 38HDR030- - -31 CSPH*3012A** 58PH*090- - -16 28,000 11.5 14.0 1085726 38HDR030- - -31 CSPH*3012A**+TDR 28,000 11.0 13.0 1085764 38HDR030- - -31 CSPH*3612A** 58CV(A,X)070- - -12 28,600 11.5 14.0 1085766 38HDR030- - -31 CSPH*3612A** 58CV(A,X)090- - -16 28,600 11.5 14.0 1085768 38HDR030- - -31 CSPH*3612A** 58CV(A,X)110- - -20 28,600 11.5 14.0 1085770 38HDR030- - -31 CSPH*3612A** 58CV(A,X)135- - -22 28,600 11.5 14.0 1085772 38HDR030- - -31 CSPH*3612A** 58CV(A,X)155- - -22 28,600 11.5 14.0 3112132 38HDR030- - -31 CSPH*3612A** 58MEB040- - -12 28,600 12.0 14.5 3112133 38HDR030- - -31 CSPH*3612A** 58MEB060- - -12 28,600 12.0 14.5 3112134 38HDR030- - -31 CSPH*3612A** 58MEB080- - -12 28,600 12.0 14.5 3112135 38HDR030- - -31 CSPH*3612A** 58MEB080- - -16 28,600 12.0 14.5 1390462 38HDR030- - -31 CSPH*3612A** 58MV(B,C)060- - -14 28,600 11.5 14.0 1390478 38HDR030- - -31 CSPH*3612A** 58MV(B,C)080- - -14 28,600 11.5 14.0 1390490 38HDR030- - -31 CSPH*3612A** 58MV(B,C)080- - -20 28,600 11.5 14.0 1390502 38HDR030- - -31 CSPH*3612A** 58MV(B,C)100- - -20 28,600 11.5 14.0 1390510 38HDR030- - -31 CSPH*3612A** 58MV(B,C)120- - -20 28,600 11.5 14.0 3015401 38HDR030- - -31 CSPH*3612A** 58PH*070- - -16 28,600 12.0 14.5 3015402 38HDR030- - -31 CSPH*3612A** 58PH*090- - -16 28,600 12.0 14.5 1085750 38HDR030- - -31 CSPH*3612A**+TDR 28,600 11.0 13.0 1086240 38HDR030- - -31 FE4AN(B,F)003+UI 28,600 11.5 14.0 1086242 38HDR030- - -31 FE4AN(B,F)005+UI 29,000 12.5 15.0 1086238 38HDR030- - -31 FE4ANF002+UI 28,600 11.5 14.0
1085782 38HDR030- - -31 FF1ENP030 28,000 11.0 13.0
1085784 38HDR030- - -31 FF1ENP036 28,600 11.0 13.0
1085786 38HDR030- - -31 FV4BNF002 28,600 11.5 14.0
3404625 38HDR030- - -31 FV4CNF002 28,600 11.5 14.0
1085780 38HDR030- - -31 FX4CN(B,F)036 28,600 11.5 14.0
1085778 38HDR030- - -31 FX4CNF030 28,000 11.5 14.0
1085774 38HDR030- - -31 FY4ANF030 28,000 11.0 13.0
1085776 38HDR030- - -31 FY4ANF036 28,600 11.0 13.0
1085804 38HDR036- - -31 †CNPV*4221A**+TDR 33,400 11.0 13.0 1117980 38HDR036- - -31 4 0 Q A C 0 3 6 --- --- --- 3 33,000 11.4 13.0 1085808 38HDR036- - -31 CAP**3614A** 58CV(A,X)070- - -12 32,600 11.5 13.5 3015403 38HDR036- - -31 CAP**3614A** 58PH*045- - -08 33,000 11.5 14.0 1085806 38HDR036- - -31 CAP**3614A**+TDR 32,600 11.0 13.0 1085982 38HDR036- - -31 CAP**3617A** 58CV(A,X)070- - -12 33,000 11.5 14.0 1085814 38HDR036- - -31 CAP**3617A** 58CV(A,X)090- - -16 33,000 11.5 14.0 See notes on page 26
38HDR
14 COMBINATION RATINGS (CONT.)
ARI Ref. No. Model Number Indoor Model Furnace Model Capacity EER SEER 3112136 38HDR036- - -31 CAP**3617A** 58MEB040- - -12 33,000 12.0 14.5 3112137 38HDR036- - -31 CAP**3617A** 58MEB060- - -12 33,000 12.0 14.5 3112138 38HDR036- - -31 CAP**3617A** 58MEB080- - -12 33,000 12.0 14.5 3112139 38HDR036- - -31 CAP**3617A** 58MEB080- - -16 33,000 12.0 14.5 1390512 38HDR036- - -31 CAP**3617A** 58MV(B,C)060- - -14 33,000 11.5 13.5 3015404 38HDR036- - -31 CAP**3617A** 58PH*070- - -16 33,000 11.5 14.0 1085810 38HDR036- - -31 CAP**3617A**+TDR 33,000 11.0 13.0 1085986 38HDR036- - -31 CAP**3621A** 58CV(A,X)090- - -16 33,000 11.5 14.0 1085824 38HDR036- - -31 CAP**3621A** 58CV(A,X)110- - -20 33,000 11.5 14.0 3112140 38HDR036- - -31 CAP**3621A** 58MEB100- - -20 33,000 12.0 14.5 1390524 38HDR036- - -31 CAP**3621A** 58MV(B,C)060- - -14 33,000 11.5 14.0 1390532 38HDR036- - -31 CAP**3621A** 58MV(B,C)080- - -14 33,000 11.5 13.5 1390550 38HDR036- - -31 CAP**3621A** 58MV(B,C)080- - -20 33,000 11.5 13.5 1390568 38HDR036- - -31 CAP**3621A** 58MV(B,C)100- - -20 33,000 11.5 14.0 3015405 38HDR036- - -31 CAP**3621A** 58PH*090- - -16 33,000 12.0 14.5 3015406 38HDR036- - -31 CAP**3621A** 58PH*110- - -20 33,000 12.0 14.5 1085816 38HDR036- - -31 CAP**3621A**+TDR 33,000 11.0 13.0 1085990 38HDR036- - -31 CAP**4221A** 58CV(A,X)090- - -16 33,400 11.5 14.0 1085834 38HDR036- - -31 CAP**4221A** 58CV(A,X)110- - -20 33,400 11.5 14.0 3112141 38HDR036- - -31 CAP**4221A** 58MEB100- - -20 33,400 12.0 14.5 1390526 38HDR036- - -31 CAP**4221A** 58MV(B,C)060- - -14 33,400 11.5 14.0 1390534 38HDR036- - -31 CAP**4221A** 58MV(B,C)080- - -14 33,400 11.5 13.5 1390552 38HDR036- - -31 CAP**4221A** 58MV(B,C)080- - -20 33,400 11.5 14.0 1390570 38HDR036- - -31 CAP**4221A** 58MV(B,C)100- - -20 33,400 11.5 14.0 3015407 38HDR036- - -31 CAP**4221A** 58PH*090- - -16 33,400 12.0 14.5 3015408 38HDR036- - -31 CAP**4221A** 58PH*110- - -20 33,400 12.0 14.5 1085826 38HDR036- - -31 CAP**4221A**+TDR 33,400 11.0 13.0 1085998 38HDR036- - -31 CAP**4224A** 58CV(A,X)110- - -20 33,400 11.5 14.0 1085842 38HDR036- - -31 CAP**4224A** 58CV(A,X)135- - -22 33,400 11.5 14.0 1085844 38HDR036- - -31 CAP**4224A** 58CV(A,X)155- - -22 33,400 11.5 14.0 1390548 38HDR036- - -31 CAP**4224A** 58MV(B,C)080- - -14 33,400 11.5 14.0 1390566 38HDR036- - -31 CAP**4224A** 58MV(B,C)080- - -20 33,400 11.5 14.0 1390584 38HDR036- - -31 CAP**4224A** 58MV(B,C)100- - -20 33,400 11.5 14.0 1390586 38HDR036- - -31 CAP**4224A** 58MV(B,C)120- - -20 33,400 11.5 13.5 1085836 38HDR036- - -31 CAP**4224A**+TDR 33,400 11.0 13.0 1085918 38HDR036- - -31 CNPF*3618A**+TDR 33,000 11.0 13.0 1085884 38HDR036- - -31 CNPH*3617A** 58CV(A,X)070- - -12 33,000 11.5 13.5 1085886 38HDR036- - -31 CNPH*3617A** 58CV(A,X)090- - -16 33,000 11.5 13.5 1085888 38HDR036- - -31 CNPH*3617A** 58CV(A,X)110- - -20 33,000 11.5 13.5 1085890 38HDR036- - -31 CNPH*3617A** 58CV(A,X)135- - -22 33,000 11.5 13.5 1085892 38HDR036- - -31 CNPH*3617A** 58CV(A,X)155- - -22 33,000 11.5 14.0 3112156 38HDR036- - -31 CNPH*3617A** 58MEB040- - -12 33,000 12.0 14.5 3112157 38HDR036- - -31 CNPH*3617A** 58MEB060- - -12 33,000 12.0 14.5 3112158 38HDR036- - -31 CNPH*3617A** 58MEB080- - -12 33,000 12.0 14.5 3112159 38HDR036- - -31 CNPH*3617A** 58MEB080- - -16 33,000 12.0 14.5 3112160 38HDR036- - -31 CNPH*3617A** 58MEB100- - -20 33,000 12.0 14.5 1390516 38HDR036- - -31 CNPH*3617A** 58MV(B,C)060- - -14 33,000 11.5 13.5 1390540 38HDR036- - -31 CNPH*3617A** 58MV(B,C)080- - -14 33,000 11.5 13.5 1390558 38HDR036- - -31 CNPH*3617A** 58MV(B,C)080- - -20 33,000 11.5 13.5 1390576 38HDR036- - -31 CNPH*3617A** 58MV(B,C)100- - -20 33,000 11.5 13.5 1390588 38HDR036- - -31 CNPH*3617A** 58MV(B,C)120- - -20 33,000 11.5 13.5 3015414 38HDR036- - -31 CNPH*3617A** 58PH*045- - -08 33,000 11.5 14.0 3015415 38HDR036- - -31 CNPH*3617A** 58PH*070- - -16 33,000 11.5 14.0 3015416 38HDR036- - -31 CNPH*3617A** 58PH*090- - -16 33,000 12.0 14.5 3015417 38HDR036- - -31 CNPH*3617A** 58PH*110- - -20 33,000 12.0 14.5 1085870 38HDR036- - -31 CNPH*3617A**+TDR 33,000 11.0 13.0 1085908 38HDR036- - -31 CNPH*4221A** 58CV(A,X)070- - -12 33,400 11.5 14.0 1085910 38HDR036- - -31 CNPH*4221A** 58CV(A,X)090- - -16 33,400 11.5 14.5 1085912 38HDR036- - -31 CNPH*4221A** 58CV(A,X)110- - -20 33,400 11.5 14.5 1085914 38HDR036- - -31 CNPH*4221A** 58CV(A,X)135- - -22 33,400 11.5 14.5 1085916 38HDR036- - -31 CNPH*4221A** 58CV(A,X)155- - -22 33,400 11.5 14.5 3112161 38HDR036- - -31 CNPH*4221A** 58MEB040- - -12 33,400 12.0 14.5 3112162 38HDR036- - -31 CNPH*4221A** 58MEB060- - -12 33,400 12.0 14.5 3112163 38HDR036- - -31 CNPH*4221A** 58MEB080- - -12 33,400 12.0 14.5 3112164 38HDR036- - -31 CNPH*4221A** 58MEB080- - -16 33,400 12.0 14.5 3112165 38HDR036- - -31 CNPH*4221A** 58MEB100- - -20 33,400 12.0 14.5 1390518 38HDR036- - -31 CNPH*4221A** 58MV(B,C)060- - -14 33,400 11.5 14.0 1390542 38HDR036- - -31 CNPH*4221A** 58MV(B,C)080- - -14 33,400 11.5 14.0 1390560 38HDR036- - -31 CNPH*4221A** 58MV(B,C)080- - -20 33,400 11.5 14.0 1390578 38HDR036- - -31 CNPH*4221A** 58MV(B,C)100- - -20 33,400 11.5 14.0 1390590 38HDR036- - -31 CNPH*4221A** 58MV(B,C)120- - -20 33,400 11.5 14.5 3015418 38HDR036- - -31 CNPH*4221A** 58PH*045- - -08 33,400 11.5 14.0 3015419 38HDR036- - -31 CNPH*4221A** 58PH*070- - -16 33,400 11.5 14.0 3015420 38HDR036- - -31 CNPH*4221A** 58PH*090- - -16 33,400 12.0 14.5 3015421 38HDR036- - -31 CNPH*4221A** 58PH*110- - -20 33,400 12.0 14.5 1085894 38HDR036- - -31 CNPH*4221A**+TDR 33,400 11.0 13.0 1086000 38HDR036- - -31 CNPV*3617A** 58CV(A,X)070- - -12 33,000 11.5 14.0 1085850 38HDR036- - -31 CNPV*3617A** 58CV(A,X)090- - -16 33,000 11.5 13.5 3112142 38HDR036- - -31 CNPV*3617A** 58MEB040- - -12 33,000 12.0 14.5 See notes on page 26
38HDR
15 COMBINATION RATINGS (CONT.)
ARI Ref. No. Model Number Indoor Model Furnace Model Capacity EER SEER 3112143 38HDR036- - -31 CNPV*3617A** 58MEB060- - -12 33,000 12.0 14.5 3112144 38HDR036- - -31 CNPV*3617A** 58MEB080- - -12 33,000 12.0 14.5 3112145 38HDR036- - -31 CNPV*3617A** 58MEB080- - -16 33,000 12.0 14.5 1390514 38HDR036- - -31 CNPV*3617A** 58MV(B,C)060- - -14 33,000 11.5 13.5 3015409 38HDR036- - -31 CNPV*3617A** 58PH*070- - -16 33,000 11.5 14.0 1085846 38HDR036- - -31 CNPV*3617A**+TDR 33,000 11.0 13.0 1086004 38HDR036- - -31 CNPV*3621A** 58CV(A,X)090- - -16 33,000 11.5 14.5 1085860 38HDR036- - -31 CNPV*3621A** 58CV(A,X)110- - -20 33,000 11.5 13.5 3112146 38HDR036- - -31 CNPV*3621A** 58MEB100- - -20 33,000 12.0 14.5 1390528 38HDR036- - -31 CNPV*3621A** 58MV(B,C)060- - -14 33,000 11.5 14.5 1390536 38HDR036- - -31 CNPV*3621A** 58MV(B,C)080- - -14 33,000 11.5 13.5 1390554 38HDR036- - -31 CNPV*3621A** 58MV(B,C)080- - -20 33,000 11.5 13.5 1390572 38HDR036- - -31 CNPV*3621A** 58MV(B,C)100- - -20 33,000 11.5 13.5 3015410 38HDR036- - -31 CNPV*3621A** 58PH*090- - -16 33,000 12.0 14.5 3015411 38HDR036- - -31 CNPV*3621A** 58PH*110- - -20 33,000 12.0 14.5 1085852 38HDR036- - -31 CNPV*3621A**+TDR 33,000 11.0 13.0 3112149 38HDR036- - -31 CNPV*4217A** 58CV(A,X)090- - -16 33,400 12.0 14.5 3112151 38HDR036- - -31 CNPV*4217A** 58MEB040- - -12 33,400 12.0 14.5 3112152 38HDR036- - -31 CNPV*4217A** 58MEB060- - -12 33,400 12.0 14.5 3112153 38HDR036- - -31 CNPV*4217A** 58MEB080- - -12 33,400 12.0 14.5 3112154 38HDR036- - -31 CNPV*4217A** 58MEB080- - -16 33,400 12.0 14.5 3112148 38HDR036- - -31 CNPV*4217A** 58MV(B,C)060- - -14 33,400 12.0 14.5 3112150 38HDR036- - -31 CNPV*4217A** 58PH*070- - -16 33,400 12.0 14.5 3112147 38HDR036- - -31 CNPV*4217A**+TDR 33,400 11.0 13.0 1086008 38HDR036- - -31 CNPV*4221A** 58CV(A,X)090- - -16 33,400 11.5 14.5 1085868 38HDR036- - -31 CNPV*4221A** 58CV(A,X)110- - -20 33,400 11.5 14.5 3112155 38HDR036- - -31 CNPV*4221A** 58MEB100- - -20 33,400 12.0 14.5 1390530 38HDR036- - -31 CNPV*4221A** 58MV(B,C)060- - -14 33,400 11.5 14.5 1390538 38HDR036- - -31 CNPV*4221A** 58MV(B,C)080- - -14 33,400 11.5 14.0 1390556 38HDR036- - -31 CNPV*4221A** 58MV(B,C)080- - -20 33,400 11.5 14.0 1390574 38HDR036- - -31 CNPV*4221A** 58MV(B,C)100- - -20 33,400 11.5 14.0 3015412 38HDR036- - -31 CNPV*4221A** 58PH*090- - -16 33,400 12.0 14.5 3015413 38HDR036- - -31 CNPV*4221A** 58PH*110- - -20 33,400 12.0 14.5 1085934 38HDR036- - -31 CSPH*3612A** 58CV(A,X)070- - -12 33,000 11.5 14.0 1085936 38HDR036- - -31 CSPH*3612A** 58CV(A,X)090- - -16 33,000 11.5 14.5 1085938 38HDR036- - -31 CSPH*3612A** 58CV(A,X)110- - -20 33,000 11.5 14.5 1085940 38HDR036- - -31 CSPH*3612A** 58CV(A,X)135- - -22 33,000 11.5 14.5 1085942 38HDR036- - -31 CSPH*3612A** 58CV(A,X)155- - -22 33,000 11.5 14.5 3112166 38HDR036- - -31 CSPH*3612A** 58MEB040- - -12 33,000 12.0 14.5 3112167 38HDR036- - -31 CSPH*3612A** 58MEB060- - -12 33,000 12.0 14.5 3112168 38HDR036- - -31 CSPH*3612A** 58MEB080- - -12 33,000 12.0 14.5 3112169 38HDR036- - -31 CSPH*3612A** 58MEB080- - -16 33,000 12.0 14.5 3112170 38HDR036- - -31 CSPH*3612A** 58MEB100- - -20 33,000 12.0 14.5 1390520 38HDR036- - -31 CSPH*3612A** 58MV(B,C)060- - -14 33,000 11.5 14.5 1390544 38HDR036- - -31 CSPH*3612A** 58MV(B,C)080- - -14 33,000 11.5 14.0 1390562 38HDR036- - -31 CSPH*3612A** 58MV(B,C)080- - -20 33,000 11.5 14.0 1390580 38HDR036- - -31 CSPH*3612A** 58MV(B,C)100- - -20 33,000 11.5 14.5 1390592 38HDR036- - -31 CSPH*3612A** 58MV(B,C)120- - -20 33,000 11.5 14.5 3015422 38HDR036- - -31 CSPH*3612A** 58PH*045- - -08 33,000 11.5 14.0 3015423 38HDR036- - -31 CSPH*3612A** 58PH*070- - -16 33,000 11.5 14.0 3015424 38HDR036- - -31 CSPH*3612A** 58PH*090- - -16 33,000 12.0 14.5 3015425 38HDR036- - -31 CSPH*3612A** 58PH*110- - -20 33,000 12.0 14.5 1085920 38HDR036- - -31 CSPH*3612A**+TDR 33,000 11.0 13.0 1085958 38HDR036- - -31 CSPH*4212A** 58CV(A,X)070- - -12 33,400 11.5 14.0 1085960 38HDR036- - -31 CSPH*4212A** 58CV(A,X)090- - -16 33,400 11.5 14.5 1085962 38HDR036- - -31 CSPH*4212A** 58CV(A,X)110- - -20 33,400 11.5 14.5 1085964 38HDR036- - -31 CSPH*4212A** 58CV(A,X)135- - -22 33,400 11.5 14.5 1085966 38HDR036- - -31 CSPH*4212A** 58CV(A,X)155- - -22 33,400 11.5 14.5 3112171 38HDR036- - -31 CSPH*4212A** 58MEB040- - -12 33,400 12.0 14.5 3112172 38HDR036- - -31 CSPH*4212A** 58MEB060- - -12 33,400 12.0 14.5 3112173 38HDR036- - -31 CSPH*4212A** 58MEB080- - -12 33,400 12.0 14.5 3112174 38HDR036- - -31 CSPH*4212A** 58MEB080- - -16 33,400 12.0 14.5 3112175 38HDR036- - -31 CSPH*4212A** 58MEB100- - -20 33,400 12.0 14.5 1390522 38HDR036- - -31 CSPH*4212A** 58MV(B,C)060- - -14 33,400 11.5 14.0 1390546 38HDR036- - -31 CSPH*4212A** 58MV(B,C)080- - -14 33,400 11.5 14.0 1390564 38HDR036- - -31 CSPH*4212A** 58MV(B,C)080- - -20 33,400 11.5 14.0 1390582 38HDR036- - -31 CSPH*4212A** 58MV(B,C)100- - -20 33,400 11.5 14.0 1390594 38HDR036- - -31 CSPH*4212A** 58MV(B,C)120- - -20 33,400 11.5 14.0 3015426 38HDR036- - -31 CSPH*4212A** 58PH*045- - -08 33,400 11.5 14.0 3015427 38HDR036- - -31 CSPH*4212A** 58PH*070- - -16 33,400 11.5 14.0 3015428 38HDR036- - -31 CSPH*4212A** 58PH*090- - -16 33,400 12.0 14.5 3015429 38HDR036- - -31 CSPH*4212A** 58PH*110- - -20 33,400 12.0 14.5 1085944 38HDR036- - -31 CSPH*4212A**+TDR 33,400 11.0 13.0 1086246 38HDR036- - -31 FE4AN(B,F)003+UI 33,000 11.5 14.0 1086248 38HDR036- - -31 FE4AN(B,F)005+UI 33,400 12.5 15.0 1086250 38HDR036- - -31 FE4ANB006+UI 33,400 12.5 15.0
1086244 38HDR036- - -31 FE4ANF002+UI 33,000 11.5 13.5
1085976 38HDR036- - -31 FF1ENP036 33,000 11.0 13.0
1085980 38HDR036- - -31 FV4BNB006 33,400 12.5 15.0
See notes on page 26
38HDR
16 COMBINATION RATINGS (CONT.)
ARI Ref. No. Model Number Indoor Model Furnace Model Capacity EER SEER 1085978 38HDR036- - -31 FV4BNF002 33,000 11.5 13.5
3404627 38HDR036- - -31 FV4CNB006 33,400 12.5 15.0
3404626 38HDR036- - -31 FV4CNF002 33,000 11.5 13.5
1085972 38HDR036- - -31 FX4CN(B,F)036 33,000 11.5 14.0
1085974 38HDR036- - -31 FX4CN(B,F)042 33,400 11.5 14.0
1085968 38HDR036- - -31 FY4ANF036 33,000 11.0 13.0
1085970 38HDR036- - -31 FY4ANF042 33,400 11.0 13.0
1117042 38HDR036- - -51 †CNPV*4221A**+TDR 33,400 11.0 13.0 1117982 38HDR036- - -51 4 0 Q A C 0 3 6 --- --- --- 3 33,000 11.4 13.0 1117046 38HDR036- - -51 CAP**3614A** 58CV(A,X)070- - -12 32,600 11.5 13.5 3015466 38HDR036- - -51 CAP**3614A** 58PH*045- - -08 33,000 11.5 14.0 1117044 38HDR036- - -51 CAP**3614A**+TDR 32,600 11.0 13.0 1117228 38HDR036- - -51 CAP**3617A** 58CV(A,X)070- - -12 33,000 11.5 14.0 1117052 38HDR036- - -51 CAP**3617A** 58CV(A,X)090- - -16 33,000 11.5 14.0 3116284 38HDR036- - -51 CAP**3617A** 58MEB040- - -12 33,000 12.0 14.5 3116285 38HDR036- - -51 CAP**3617A** 58MEB060- - -12 33,000 12.0 14.5 3116286 38HDR036- - -51 CAP**3617A** 58MEB080- - -12 33,000 12.0 14.5 3116287 38HDR036- - -51 CAP**3617A** 58MEB080- - -16 33,000 12.0 14.5 1390596 38HDR036- - -51 CAP**3617A** 58MV(B,C)060- - -14 33,000 11.5 13.5 3015467 38HDR036- - -51 CAP**3617A** 58PH*070- - -16 33,000 11.5 14.0 1117048 38HDR036- - -51 CAP**3617A**+TDR 33,000 11.0 13.0 1117232 38HDR036- - -51 CAP**3621A** 58CV(A,X)090- - -16 33,000 11.5 14.0 1145786 38HDR036- - -51 CAP**3621A** 58CV(A,X)110- - -20 33,000 11.5 14.0 3116288 38HDR036- - -51 CAP**3621A** 58MEB100- - -20 33,000 12.0 14.5 1390602 38HDR036- - -51 CAP**3621A** 58MV(B,C)060- - -14 33,000 11.5 14.0 1390616 38HDR036- - -51 CAP**3621A** 58MV(B,C)080- - -14 33,000 11.5 13.5 1390634 38HDR036- - -51 CAP**3621A** 58MV(B,C)080- - -20 33,000 11.5 13.5 1390658 38HDR036- - -51 CAP**3621A** 58MV(B,C)100- - -20 33,000 11.5 14.0 3015468 38HDR036- - -51 CAP**3621A** 58PH*090- - -16 33,000 12.0 14.5 3015469 38HDR036- - -51 CAP**3621A** 58PH*110- - -20 33,000 12.0 14.5 1117054 38HDR036- - -51 CAP**3621A**+TDR 33,000 11.0 13.0 1117236 38HDR036- - -51 CAP**4221A** 58CV(A,X)090- - -16 33,400 11.5 14.0 1145796 38HDR036- - -51 CAP**4221A** 58CV(A,X)110- - -20 33,400 11.5 14.0 3116289 38HDR036- - -51 CAP**4221A** 58MEB100- - -20 33,400 12.0 14.5 1390604 38HDR036- - -51 CAP**4221A** 58MV(B,C)060- - -14 33,400 11.5 14.0 1390624 38HDR036- - -51 CAP**4221A** 58MV(B,C)080- - -14 33,400 11.5 13.5 1390642 38HDR036- - -51 CAP**4221A** 58MV(B,C)080- - -20 33,400 11.5 14.0 1390660 38HDR036- - -51 CAP**4221A** 58MV(B,C)100- - -20 33,400 11.5 14.0 3015470 38HDR036- - -51 CAP**4221A** 58PH*090- - -16 33,400 12.0 14.5 3015471 38HDR036- - -51 CAP**4221A** 58PH*110- - -20 33,400 12.0 14.5 1145788 38HDR036- - -51 CAP**4221A**+TDR 33,400 11.0 13.0 1117244 38HDR036- - -51 CAP**4224A** 58CV(A,X)110- - -20 33,400 11.5 14.0 1145804 38HDR036- - -51 CAP**4224A** 58CV(A,X)135- - -22 33,400 11.5 14.0 1145806 38HDR036- - -51 CAP**4224A** 58CV(A,X)155- - -22 33,400 11.5 14.0 1390622 38HDR036- - -51 CAP**4224A** 58MV(B,C)080- - -14 33,400 11.5 14.0 1390640 38HDR036- - -51 CAP**4224A** 58MV(B,C)080- - -20 33,400 11.5 14.0 1390656 38HDR036- - -51 CAP**4224A** 58MV(B,C)100- - -20 33,400 11.5 14.0 1390674 38HDR036- - -51 CAP**4224A** 58MV(B,C)120- - -20 33,400 11.5 13.5 1145798 38HDR036- - -51 CAP**4224A**+TDR 33,400 11.0 13.0 1117156 38HDR036- - -51 CNPF*3618A**+TDR 33,000 11.0 13.0 1145846 38HDR036- - -51 CNPH*3617A** 58CV(A,X)070- - -12 33,000 11.5 13.5 1145848 38HDR036- - -51 CNPH*3617A** 58CV(A,X)090- - -16 33,000 11.5 13.5 1145850 38HDR036- - -51 CNPH*3617A** 58CV(A,X)110- - -20 33,000 11.5 13.5 1145852 38HDR036- - -51 CNPH*3617A** 58CV(A,X)135- - -22 33,000 11.5 13.5 1145854 38HDR036- - -51 CNPH*3617A** 58CV(A,X)155- - -22 33,000 11.5 14.0 3116304 38HDR036- - -51 CNPH*3617A** 58MEB040- - -12 33,000 12.0 14.5 3116305 38HDR036- - -51 CNPH*3617A** 58MEB060- - -12 33,000 12.0 14.5 3116306 38HDR036- - -51 CNPH*3617A** 58MEB080- - -12 33,000 12.0 14.5 3116307 38HDR036- - -51 CNPH*3617A** 58MEB080- - -16 33,000 12.0 14.5 3116308 38HDR036- - -51 CNPH*3617A** 58MEB100- - -20 33,000 12.0 14.5 1390612 38HDR036- - -51 CNPH*3617A** 58MV(B,C)060- - -14 33,000 11.5 13.5 1390630 38HDR036- - -51 CNPH*3617A** 58MV(B,C)080- - -14 33,000 11.5 13.5 1390648 38HDR036- - -51 CNPH*3617A** 58MV(B,C)080- - -20 33,000 11.5 13.5 1390666 38HDR036- - -51 CNPH*3617A** 58MV(B,C)100- - -20 33,000 11.5 13.5 1390676 38HDR036- - -51 CNPH*3617A** 58MV(B,C)120- - -20 33,000 11.5 13.5 3015477 38HDR036- - -51 CNPH*3617A** 58PH*045- - -08 33,000 11.5 14.0 3015478 38HDR036- - -51 CNPH*3617A** 58PH*070- - -16 33,000 11.5 14.0 3015479 38HDR036- - -51 CNPH*3617A** 58PH*090- - -16 33,000 12.0 14.5 3015480 38HDR036- - -51 CNPH*3617A** 58PH*110- - -20 33,000 12.0 14.5 1145832 38HDR036- - -51 CNPH*3617A**+TDR 33,000 11.0 13.0 1145870 38HDR036- - -51 CNPH*4221A** 58CV(A,X)070- - -12 33,400 11.5 14.0 1145872 38HDR036- - -51 CNPH*4221A** 58CV(A,X)090- - -16 33,400 11.5 14.5 1145874 38HDR036- - -51 CNPH*4221A** 58CV(A,X)110- - -20 33,400 11.5 14.5 1117152 38HDR036- - -51 CNPH*4221A** 58CV(A,X)135- - -22 33,400 11.5 14.5 1117154 38HDR036- - -51 CNPH*4221A** 58CV(A,X)155- - -22 33,400 11.5 14.5 3116309 38HDR036- - -51 CNPH*4221A** 58MEB040- - -12 33,400 12.0 14.5 3116310 38HDR036- - -51 CNPH*4221A** 58MEB060- - -12 33,400 12.0 14.5 3116311 38HDR036- - -51 CNPH*4221A** 58MEB080- - -12 33,400 12.0 14.5 See notes on page 26
38HDR
17 COMBINATION RATINGS (CONT.)
ARI Ref. No. Model Number Indoor Model Furnace Model Capacity EER SEER 3116312 38HDR036- - -51 CNPH*4221A** 58MEB080- - -16 33,400 12.0 14.5 3116313 38HDR036- - -51 CNPH*4221A** 58MEB100- - -20 33,400 12.0 14.5 1390614 38HDR036- - -51 CNPH*4221A** 58MV(B,C)060- - -14 33,400 11.5 14.0 1390632 38HDR036- - -51 CNPH*4221A** 58MV(B,C)080- - -14 33,400 11.5 14.0 1390650 38HDR036- - -51 CNPH*4221A** 58MV(B,C)080- - -20 33,400 11.5 14.0 1390668 38HDR036- - -51 CNPH*4221A** 58MV(B,C)100- - -20 33,400 11.5 14.0 1390678 38HDR036- - -51 CNPH*4221A** 58MV(B,C)120- - -20 33,400 11.5 14.5 3015481 38HDR036- - -51 CNPH*4221A** 58PH*045- - -08 33,400 11.5 14.0 3015482 38HDR036- - -51 CNPH*4221A** 58PH*070- - -16 33,400 11.5 14.0 3015483 38HDR036- - -51 CNPH*4221A** 58PH*090- - -16 33,400 12.0 14.5 3015484 38HDR036- - -51 CNPH*4221A** 58PH*110- - -20 33,400 12.0 14.5 1145856 38HDR036- - -51 CNPH*4221A**+TDR 33,400 11.0 13.0 1117246 38HDR036- - -51 CNPV*3617A** 58CV(A,X)070- - -12 33,000 11.5 14.0 1145812 38HDR036- - -51 CNPV*3617A** 58CV(A,X)090- - -16 33,000 11.5 13.5 3116290 38HDR036- - -51 CNPV*3617A** 58MEB040- - -12 33,000 12.0 14.5 3116291 38HDR036- - -51 CNPV*3617A** 58MEB060- - -12 33,000 12.0 14.5 3116292 38HDR036- - -51 CNPV*3617A** 58MEB080- - -12 33,000 12.0 14.5 3116293 38HDR036- - -51 CNPV*3617A** 58MEB080- - -16 33,000 12.0 14.5 1390610 38HDR036- - -51 CNPV*3617A** 58MV(B,C)060- - -14 33,000 11.5 13.5 3015472 38HDR036- - -51 CNPV*3617A** 58PH*070- - -16 33,000 11.5 14.0 1145808 38HDR036- - -51 CNPV*3617A**+TDR 33,000 11.0 13.0 1117250 38HDR036- - -51 CNPV*3621A** 58CV(A,X)090- - -16 33,000 11.5 14.5 1145822 38HDR036- - -51 CNPV*3621A** 58CV(A,X)110- - -20 33,000 11.5 13.5 3116294 38HDR036- - -51 CNPV*3621A** 58MEB100- - -20 33,000 12.0 14.5 1390606 38HDR036- - -51 CNPV*3621A** 58MV(B,C)060- - -14 33,000 11.5 14.5 1390626 38HDR036- - -51 CNPV*3621A** 58MV(B,C)080- - -14 33,000 11.5 13.5 1390644 38HDR036- - -51 CNPV*3621A** 58MV(B,C)080- - -20 33,000 11.5 13.5 1390662 38HDR036- - -51 CNPV*3621A** 58MV(B,C)100- - -20 33,000 11.5 13.5 3015473 38HDR036- - -51 CNPV*3621A** 58PH*090- - -16 33,000 12.0 14.5 3015474 38HDR036- - -51 CNPV*3621A** 58PH*110- - -20 33,000 12.0 14.5 1145814 38HDR036- - -51 CNPV*3621A**+TDR 33,000 11.0 13.0 3116297 38HDR036- - -51 CNPV*4217A** 58CV(A,X)090- - -16 33,400 12.0 14.5 3116299 38HDR036- - -51 CNPV*4217A** 58MEB040- - -12 33,400 12.0 14.5 3116300 38HDR036- - -51 CNPV*4217A** 58MEB060- - -12 33,400 12.0 14.5 3116301 38HDR036- - -51 CNPV*4217A** 58MEB080- - -12 33,400 12.0 14.5 3116302 38HDR036- - -51 CNPV*4217A** 58MEB080- - -16 33,400 12.0 14.5 3116296 38HDR036- - -51 CNPV*4217A** 58MV(B,C)060- - -14 33,400 12.0 14.5 3116298 38HDR036- - -51 CNPV*4217A** 58PH*070- - -16 33,400 12.0 14.5 3116295 38HDR036- - -51 CNPV*4217A**+TDR 33,400 11.0 13.0 1117254 38HDR036- - -51 CNPV*4221A** 58CV(A,X)090- - -16 33,400 11.5 14.5 1145830 38HDR036- - -51 CNPV*4221A** 58CV(A,X)110- - -20 33,400 11.5 14.5 3116303 38HDR036- - -51 CNPV*4221A** 58MEB100- - -20 33,400 12.0 14.5 1390608 38HDR036- - -51 CNPV*4221A** 58MV(B,C)060- - -14 33,400 11.5 14.5 1390628 38HDR036- - -51 CNPV*4221A** 58MV(B,C)080- - -14 33,400 11.5 14.0 1390646 38HDR036- - -51 CNPV*4221A** 58MV(B,C)080- - -20 33,400 11.5 14.0 1390664 38HDR036- - -51 CNPV*4221A** 58MV(B,C)100- - -20 33,400 11.5 14.0 3015475 38HDR036- - -51 CNPV*4221A** 58PH*090- - -16 33,400 12.0 14.5 3015476 38HDR036- - -51 CNPV*4221A** 58PH*110- - -20 33,400 12.0 14.5 1117172 38HDR036- - -51 CSPH*3612A** 58CV(A,X)070- - -12 33,000 11.5 14.0 1117174 38HDR036- - -51 CSPH*3612A** 58CV(A,X)090- - -16 33,000 11.5 14.5 1117176 38HDR036- - -51 CSPH*3612A** 58CV(A,X)110- - -20 33,000 11.5 14.5 1117178 38HDR036- - -51 CSPH*3612A** 58CV(A,X)135- - -22 33,000 11.5 14.5 1117180 38HDR036- - -51 CSPH*3612A** 58CV(A,X)155- - -22 33,000 11.5 14.5 3116314 38HDR036- - -51 CSPH*3612A** 58MEB040- - -12 33,000 12.0 14.5 3116315 38HDR036- - -51 CSPH*3612A** 58MEB060- - -12 33,000 12.0 14.5 3116316 38HDR036- - -51 CSPH*3612A** 58MEB080- - -12 33,000 12.0 14.5 3116317 38HDR036- - -51 CSPH*3612A** 58MEB080- - -16 33,000 12.0 14.5 3116318 38HDR036- - -51 CSPH*3612A** 58MEB100- - -20 33,000 12.0 14.5 1390598 38HDR036- - -51 CSPH*3612A** 58MV(B,C)060- - -14 33,000 11.5 14.5 1390618 38HDR036- - -51 CSPH*3612A** 58MV(B,C)080- - -14 33,000 11.5 14.0 1390636 38HDR036- - -51 CSPH*3612A** 58MV(B,C)080- - -20 33,000 11.5 14.0 1390652 38HDR036- - -51 CSPH*3612A** 58MV(B,C)100- - -20 33,000 11.5 14.5 1390670 38HDR036- - -51 CSPH*3612A** 58MV(B,C)120- - -20 33,000 11.5 14.5 3015485 38HDR036- - -51 CSPH*3612A** 58PH*045- - -08 33,000 11.5 14.0 3015486 38HDR036- - -51 CSPH*3612A** 58PH*070- - -16 33,000 11.5 14.0 3015487 38HDR036- - -51 CSPH*3612A** 58PH*090- - -16 33,000 12.0 14.5 3015488 38HDR036- - -51 CSPH*3612A** 58PH*110- - -20 33,000 12.0 14.5 1117158 38HDR036- - -51 CSPH*3612A**+TDR 33,000 11.0 13.0 1117196 38HDR036- - -51 CSPH*4212A** 58CV(A,X)070- - -12 33,400 11.5 14.0 1117198 38HDR036- - -51 CSPH*4212A** 58CV(A,X)090- - -16 33,400 11.5 14.5 1117200 38HDR036- - -51 CSPH*4212A** 58CV(A,X)110- - -20 33,400 11.5 14.5 1117202 38HDR036- - -51 CSPH*4212A** 58CV(A,X)135- - -22 33,400 11.5 14.5 1117204 38HDR036- - -51 CSPH*4212A** 58CV(A,X)155- - -22 33,400 11.5 14.5 3116319 38HDR036- - -51 CSPH*4212A** 58MEB040- - -12 33,400 12.0 14.5 3116320 38HDR036- - -51 CSPH*4212A** 58MEB060- - -12 33,400 12.0 14.5 3116321 38HDR036- - -51 CSPH*4212A** 58MEB080- - -12 33,400 12.0 14.5 3116322 38HDR036- - -51 CSPH*4212A** 58MEB080- - -16 33,400 12.0 14.5 3116323 38HDR036- - -51 CSPH*4212A** 58MEB100- - -20 33,400 12.0 14.5 1390600 38HDR036- - -51 CSPH*4212A** 58MV(B,C)060- - -14 33,400 11.5 14.0 See notes on page 26
38HDR
18 COMBINATION RATINGS (CONT.)
ARI Ref. No. Model Number Indoor Model Furnace Model Capacity EER SEER 1390620 38HDR036- - -51 CSPH*4212A** 58MV(B,C)080- - -14 33,400 11.5 14.0 1390638 38HDR036- - -51 CSPH*4212A** 58MV(B,C)080- - -20 33,400 11.5 14.0 1390654 38HDR036- - -51 CSPH*4212A** 58MV(B,C)100- - -20 33,400 11.5 14.0 1390672 38HDR036- - -51 CSPH*4212A** 58MV(B,C)120- - -20 33,400 11.5 14.0 3015489 38HDR036- - -51 CSPH*4212A** 58PH*045- - -08 33,400 11.5 14.0 3015490 38HDR036- - -51 CSPH*4212A** 58PH*070- - -16 33,400 11.5 14.0 3015491 38HDR036- - -51 CSPH*4212A** 58PH*090- - -16 33,400 12.0 14.5 3015492 38HDR036- - -51 CSPH*4212A** 58PH*110- - -20 33,400 12.0 14.5 1117182 38HDR036- - -51 CSPH*4212A**+TDR 33,400 11.0 13.0 1117216 38HDR036- - -51 FE4AN(B,F)003+UI 33,000 11.5 14.0 1117218 38HDR036- - -51 FE4AN(B,F)005+UI 33,400 12.5 15.0 1117220 38HDR036- - -51 FE4ANB006+UI 33,400 12.5 15.0
1117214 38HDR036- - -51 FE4ANF002+UI 33,000 11.5 13.5
1117222 38HDR036- - -51 FF1ENP036 33,000 11.0 13.0
1117226 38HDR036- - -51 FV4BNB006 33,400 12.5 15.0
1117224 38HDR036- - -51 FV4BNF002 33,000 11.5 13.5
3404631 38HDR036- - -51 FV4CNB006 33,400 12.5 15.0
3404630 38HDR036- - -51 FV4CNF002 33,000 11.5 13.5
1117210 38HDR036- - -51 FX4CN(B,F)036 33,000 11.5 14.0
1117212 38HDR036- - -51 FX4CN(B,F)042 33,400 11.5 14.0
1117206 38HDR036- - -51 FY4ANF036 33,000 11.0 13.0
1117208 38HDR036- - -51 FY4ANF042 33,400 11.0 13.0
1117484 38HDR036- - -61 †CNPV*4221A**+TDR 33,400 11.0 13.0 1117984 38HDR036- - -61 4 0 Q A C 0 3 6 --- --- --- 3 33,000 11.4 13.0 1117488 38HDR036- - -61 CAP**3614A** 58CV(A,X)070- - -12 32,600 11.5 13.5 3015493 38HDR036- - -61 CAP**3614A** 58PH*045- - -08 33,000 11.5 14.0 1117486 38HDR036- - -61 CAP**3614A**+TDR 32,600 11.0 13.0 1117670 38HDR036- - -61 CAP**3617A** 58CV(A,X)070- - -12 33,000 11.5 14.0 1117494 38HDR036- - -61 CAP**3617A** 58CV(A,X)090- - -16 33,000 11.5 14.0 3116353 38HDR036- - -61 CAP**3617A** 58MEB040- - -12 33,000 12.0 14.5 3116354 38HDR036- - -61 CAP**3617A** 58MEB060- - -12 33,000 12.0 14.5 3116355 38HDR036- - -61 CAP**3617A** 58MEB080- - -12 33,000 12.0 14.5 3116356 38HDR036- - -61 CAP**3617A** 58MEB080- - -16 33,000 12.0 14.5 1390680 38HDR036- - -61 CAP**3617A** 58MV(B,C)060- - -14 33,000 11.5 13.5 3015494 38HDR036- - -61 CAP**3617A** 58PH*070- - -16 33,000 11.5 14.0 1117490 38HDR036- - -61 CAP**3617A**+TDR 33,000 11.0 13.0 1117674 38HDR036- - -61 CAP**3621A** 58CV(A,X)090- - -16 33,000 11.5 14.0 1117504 38HDR036- - -61 CAP**3621A** 58CV(A,X)110- - -20 33,000 11.5 14.0 3116357 38HDR036- - -61 CAP**3621A** 58MEB100- - -20 33,000 12.0 14.5 1390692 38HDR036- - -61 CAP**3621A** 58MV(B,C)060- - -14 33,000 11.5 14.0 1390700 38HDR036- - -61 CAP**3621A** 58MV(B,C)080- - -14 33,000 11.5 13.5 1390718 38HDR036- - -61 CAP**3621A** 58MV(B,C)080- - -20 33,000 11.5 13.5 1390736 38HDR036- - -61 CAP**3621A** 58MV(B,C)100- - -20 33,000 11.5 14.0 3015495 38HDR036- - -61 CAP**3621A** 58PH*090- - -16 33,000 12.0 14.5 3015496 38HDR036- - -61 CAP**3621A** 58PH*110- - -20 33,000 12.0 14.5 1117496 38HDR036- - -61 CAP**3621A**+TDR 33,000 11.0 13.0 1117678 38HDR036- - -61 CAP**4221A** 58CV(A,X)090- - -16 33,400 11.5 14.0 1117514 38HDR036- - -61 CAP**4221A** 58CV(A,X)110- - -20 33,400 11.5 14.0 3116358 38HDR036- - -61 CAP**4221A** 58MEB100- - -20 33,400 12.0 14.5 1390694 38HDR036- - -61 CAP**4221A** 58MV(B,C)060- - -14 33,400 11.5 14.0 1390702 38HDR036- - -61 CAP**4221A** 58MV(B,C)080- - -14 33,400 11.5 13.5 1390720 38HDR036- - -61 CAP**4221A** 58MV(B,C)080- - -20 33,400 11.5 14.0 1390738 38HDR036- - -61 CAP**4221A** 58MV(B,C)100- - -20 33,400 11.5 14.0 3015497 38HDR036- - -61 CAP**4221A** 58PH*090- - -16 33,400 12.0 14.5 3015498 38HDR036- - -61 CAP**4221A** 58PH*110- - -20 33,400 12.0 14.5 1117506 38HDR036- - -61 CAP**4221A**+TDR 33,400 11.0 13.0 1117686 38HDR036- - -61 CAP**4224A** 58CV(A,X)110- - -20 33,400 11.5 14.0 1117522 38HDR036- - -61 CAP**4224A** 58CV(A,X)135- - -22 33,400 11.5 14.0 1117524 38HDR036- - -61 CAP**4224A** 58CV(A,X)155- - -22 33,400 11.5 14.0 1390716 38HDR036- - -61 CAP**4224A** 58MV(B,C)080- - -14 33,400 11.5 14.0 1390734 38HDR036- - -61 CAP**4224A** 58MV(B,C)080- - -20 33,400 11.5 14.0 1390752 38HDR036- - -61 CAP**4224A** 58MV(B,C)100- - -20 33,400 11.5 14.0 1390754 38HDR036- - -61 CAP**4224A** 58MV(B,C)120- - -20 33,400 11.5 13.5 1117516 38HDR036- - -61 CAP**4224A**+TDR 33,400 11.0 13.0 1117598 38HDR036- - -61 CNPF*3618A**+TDR 33,000 11.0 13.0 1117564 38HDR036- - -61 CNPH*3617A** 58CV(A,X)070- - -12 33,000 11.5 13.5 1117566 38HDR036- - -61 CNPH*3617A** 58CV(A,X)090- - -16 33,000 11.5 13.5 1117568 38HDR036- - -61 CNPH*3617A** 58CV(A,X)110- - -20 33,000 11.5 13.5 1117570 38HDR036- - -61 CNPH*3617A** 58CV(A,X)135- - -22 33,000 11.5 13.5 1117572 38HDR036- - -61 CNPH*3617A** 58CV(A,X)155- - -22 33,000 11.5 14.0 3116373 38HDR036- - -61 CNPH*3617A** 58MEB040- - -12 33,000 12.0 14.5 3116374 38HDR036- - -61 CNPH*3617A** 58MEB060- - -12 33,000 12.0 14.5 3116375 38HDR036- - -61 CNPH*3617A** 58MEB080- - -12 33,000 12.0 14.5 3116376 38HDR036- - -61 CNPH*3617A** 58MEB080- - -16 33,000 12.0 14.5 3116377 38HDR036- - -61 CNPH*3617A** 58MEB100- - -20 33,000 12.0 14.5 1390684 38HDR036- - -61 CNPH*3617A** 58MV(B,C)060- - -14 33,000 11.5 13.5 1390708 38HDR036- - -61 CNPH*3617A** 58MV(B,C)080- - -14 33,000 11.5 13.5 1390726 38HDR036- - -61 CNPH*3617A** 58MV(B,C)080- - -20 33,000 11.5 13.5 See notes on page 26
38HDR
19 COMBINATION RATINGS (CONT.)
ARI Ref. No. Model Number Indoor Model Furnace Model Capacity EER SEER 1390744 38HDR036- - -61 CNPH*3617A** 58MV(B,C)100- - -20 33,000 11.5 13.5 1390756 38HDR036- - -61 CNPH*3617A** 58MV(B,C)120- - -20 33,000 11.5 13.5 3015504 38HDR036- - -61 CNPH*3617A** 58PH*045- - -08 33,000 11.5 14.0 3015505 38HDR036- - -61 CNPH*3617A** 58PH*070- - -16 33,000 11.5 14.0 3015506 38HDR036- - -61 CNPH*3617A** 58PH*090- - -16 33,000 12.0 14.5 3015507 38HDR036- - -61 CNPH*3617A** 58PH*110- - -20 33,000 12.0 14.5 1117550 38HDR036- - -61 CNPH*3617A**+TDR 33,000 11.0 13.0 1117588 38HDR036- - -61 CNPH*4221A** 58CV(A,X)070- - -12 33,400 11.5 14.0 1117590 38HDR036- - -61 CNPH*4221A** 58CV(A,X)090- - -16 33,400 11.5 14.5 1117592 38HDR036- - -61 CNPH*4221A** 58CV(A,X)110- - -20 33,400 11.5 14.5 1117594 38HDR036- - -61 CNPH*4221A** 58CV(A,X)135- - -22 33,400 11.5 14.5 1117596 38HDR036- - -61 CNPH*4221A** 58CV(A,X)155- - -22 33,400 11.5 14.5 3116378 38HDR036- - -61 CNPH*4221A** 58MEB040- - -12 33,400 12.0 14.5 3116379 38HDR036- - -61 CNPH*4221A** 58MEB060- - -12 33,400 12.0 14.5 3116380 38HDR036- - -61 CNPH*4221A** 58MEB080- - -12 33,400 12.0 14.5 3116381 38HDR036- - -61 CNPH*4221A** 58MEB080- - -16 33,400 12.0 14.5 3116382 38HDR036- - -61 CNPH*4221A** 58MEB100- - -20 33,400 12.0 14.5 1390686 38HDR036- - -61 CNPH*4221A** 58MV(B,C)060- - -14 33,400 11.5 14.0 1390710 38HDR036- - -61 CNPH*4221A** 58MV(B,C)080- - -14 33,400 11.5 14.0 1390728 38HDR036- - -61 CNPH*4221A** 58MV(B,C)080- - -20 33,400 11.5 14.0 1390746 38HDR036- - -61 CNPH*4221A** 58MV(B,C)100- - -20 33,400 11.5 14.0 1390758 38HDR036- - -61 CNPH*4221A** 58MV(B,C)120- - -20 33,400 11.5 14.5 3015508 38HDR036- - -61 CNPH*4221A** 58PH*045- - -08 33,400 11.5 14.0 3015509 38HDR036- - -61 CNPH*4221A** 58PH*070- - -16 33,400 11.5 14.0 3015510 38HDR036- - -61 CNPH*4221A** 58PH*090- - -16 33,400 12.0 14.5 3015511 38HDR036- - -61 CNPH*4221A** 58PH*110- - -20 33,400 12.0 14.5 1117574 38HDR036- - -61 CNPH*4221A**+TDR 33,400 11.0 13.0 1117688 38HDR036- - -61 CNPV*3617A** 58CV(A,X)070- - -12 33,000 11.5 14.0 1117530 38HDR036- - -61 CNPV*3617A** 58CV(A,X)090- - -16 33,000 11.5 13.5 3116359 38HDR036- - -61 CNPV*3617A** 58MEB040- - -12 33,000 12.0 14.5 3116360 38HDR036- - -61 CNPV*3617A** 58MEB060- - -12 33,000 12.0 14.5 3116361 38HDR036- - -61 CNPV*3617A** 58MEB080- - -12 33,000 12.0 14.5 3116362 38HDR036- - -61 CNPV*3617A** 58MEB080- - -16 33,000 12.0 14.5 1390682 38HDR036- - -61 CNPV*3617A** 58MV(B,C)060- - -14 33,000 11.5 13.5 3015499 38HDR036- - -61 CNPV*3617A** 58PH*070- - -16 33,000 11.5 14.0 1117526 38HDR036- - -61 CNPV*3617A**+TDR 33,000 11.0 13.0 1117692 38HDR036- - -61 CNPV*3621A** 58CV(A,X)090- - -16 33,000 11.5 14.5 1117540 38HDR036- - -61 CNPV*3621A** 58CV(A,X)110- - -20 33,000 11.5 13.5 3116363 38HDR036- - -61 CNPV*3621A** 58MEB100- - -20 33,000 12.0 14.5 1390696 38HDR036- - -61 CNPV*3621A** 58MV(B,C)060- - -14 33,000 11.5 14.5 1390704 38HDR036- - -61 CNPV*3621A** 58MV(B,C)080- - -14 33,000 11.5 13.5 1390722 38HDR036- - -61 CNPV*3621A** 58MV(B,C)080- - -20 33,000 11.5 13.5 1390740 38HDR036- - -61 CNPV*3621A** 58MV(B,C)100- - -20 33,000 11.5 13.5 3015500 38HDR036- - -61 CNPV*3621A** 58PH*090- - -16 33,000 12.0 14.5 3015501 38HDR036- - -61 CNPV*3621A** 58PH*110- - -20 33,000 12.0 14.5 1117532 38HDR036- - -61 CNPV*3621A**+TDR 33,000 11.0 13.0 3116366 38HDR036- - -61 CNPV*4217A** 58CV(A,X)090- - -16 33,400 12.0 14.5 3116368 38HDR036- - -61 CNPV*4217A** 58MEB040- - -12 33,400 12.0 14.5 3116369 38HDR036- - -61 CNPV*4217A** 58MEB060- - -12 33,400 12.0 14.5 3116370 38HDR036- - -61 CNPV*4217A** 58MEB080- - -12 33,400 12.0 14.5 3116371 38HDR036- - -61 CNPV*4217A** 58MEB080- - -16 33,400 12.0 14.5 3116365 38HDR036- - -61 CNPV*4217A** 58MV(B,C)060- - -14 33,400 12.0 14.5 3116367 38HDR036- - -61 CNPV*4217A** 58PH*070- - -16 33,400 12.0 14.5 3116364 38HDR036- - -61 CNPV*4217A**+TDR 33,400 11.0 13.0 1117696 38HDR036- - -61 CNPV*4221A** 58CV(A,X)090- - -16 33,400 11.5 14.5 1117548 38HDR036- - -61 CNPV*4221A** 58CV(A,X)110- - -20 33,400 11.5 14.5 3116372 38HDR036- - -61 CNPV*4221A** 58MEB100- - -20 33,400 12.0 14.5 1390698 38HDR036- - -61 CNPV*4221A** 58MV(B,C)060- - -14 33,400 11.5 14.5 1390706 38HDR036- - -61 CNPV*4221A** 58MV(B,C)080- - -14 33,400 11.5 14.0 1390724 38HDR036- - -61 CNPV*4221A** 58MV(B,C)080- - -20 33,400 11.5 14.0 1390742 38HDR036- - -61 CNPV*4221A** 58MV(B,C)100- - -20 33,400 11.5 14.0 3015502 38HDR036- - -61 CNPV*4221A** 58PH*090- - -16 33,400 12.0 14.5 3015503 38HDR036- - -61 CNPV*4221A** 58PH*110- - -20 33,400 12.0 14.5 1117614 38HDR036- - -61 CSPH*3612A** 58CV(A,X)070- - -12 33,000 11.5 14.0 1117616 38HDR036- - -61 CSPH*3612A** 58CV(A,X)090- - -16 33,000 11.5 14.5 1117618 38HDR036- - -61 CSPH*3612A** 58CV(A,X)110- - -20 33,000 11.5 14.5 1117620 38HDR036- - -61 CSPH*3612A** 58CV(A,X)135- - -22 33,000 11.5 14.5 1117622 38HDR036- - -61 CSPH*3612A** 58CV(A,X)155- - -22 33,000 11.5 14.5 3116383 38HDR036- - -61 CSPH*3612A** 58MEB040- - -12 33,000 12.0 14.5 3116384 38HDR036- - -61 CSPH*3612A** 58MEB060- - -12 33,000 12.0 14.5 3116385 38HDR036- - -61 CSPH*3612A** 58MEB080- - -12 33,000 12.0 14.5 3116386 38HDR036- - -61 CSPH*3612A** 58MEB080- - -16 33,000 12.0 14.5 3116387 38HDR036- - -61 CSPH*3612A** 58MEB100- - -20 33,000 12.0 14.5 1390688 38HDR036- - -61 CSPH*3612A** 58MV(B,C)060- - -14 33,000 11.5 14.5 1390712 38HDR036- - -61 CSPH*3612A** 58MV(B,C)080- - -14 33,000 11.5 14.0 1390730 38HDR036- - -61 CSPH*3612A** 58MV(B,C)080- - -20 33,000 11.5 14.0 1390748 38HDR036- - -61 CSPH*3612A** 58MV(B,C)100- - -20 33,000 11.5 14.5 1390760 38HDR036- - -61 CSPH*3612A** 58MV(B,C)120- - -20 33,000 11.5 14.5 3015512 38HDR036- - -61 CSPH*3612A** 58PH*045- - -08 33,000 11.5 14.0 See notes on page 26
38HDR
20 COMBINATION RATINGS (CONT.)
ARI Ref. No. Model Number Indoor Model Furnace Model Capacity EER SEER 3015513 38HDR036- - -61 CSPH*3612A** 58PH*070- - -16 33,000 11.5 14.0 3015514 38HDR036- - -61 CSPH*3612A** 58PH*090- - -16 33,000 12.0 14.5 3015515 38HDR036- - -61 CSPH*3612A** 58PH*110- - -20 33,000 12.0 14.5 1117600 38HDR036- - -61 CSPH*3612A**+TDR 33,000 11.0 13.0 1117638 38HDR036- - -61 CSPH*4212A** 58CV(A,X)070- - -12 33,400 11.5 14.0 1117640 38HDR036- - -61 CSPH*4212A** 58CV(A,X)090- - -16 33,400 11.5 14.5 1117642 38HDR036- - -61 CSPH*4212A** 58CV(A,X)110- - -20 33,400 11.5 14.5 1117644 38HDR036- - -61 CSPH*4212A** 58CV(A,X)135- - -22 33,400 11.5 14.5 1117646 38HDR036- - -61 CSPH*4212A** 58CV(A,X)155- - -22 33,400 11.5 14.5 3116388 38HDR036- - -61 CSPH*4212A** 58MEB040- - -12 33,400 12.0 14.5 3116389 38HDR036- - -61 CSPH*4212A** 58MEB060- - -12 33,400 12.0 14.5 3116390 38HDR036- - -61 CSPH*4212A** 58MEB080- - -12 33,400 12.0 14.5 3116391 38HDR036- - -61 CSPH*4212A** 58MEB080- - -16 33,400 12.0 14.5 3116392 38HDR036- - -61 CSPH*4212A** 58MEB100- - -20 33,400 12.0 14.5 1390690 38HDR036- - -61 CSPH*4212A** 58MV(B,C)060- - -14 33,400 11.5 14.0 1390714 38HDR036- - -61 CSPH*4212A** 58MV(B,C)080- - -14 33,400 11.5 14.0 1390732 38HDR036- - -61 CSPH*4212A** 58MV(B,C)080- - -20 33,400 11.5 14.0 1390750 38HDR036- - -61 CSPH*4212A** 58MV(B,C)100- - -20 33,400 11.5 14.0 1390762 38HDR036- - -61 CSPH*4212A** 58MV(B,C)120- - -20 33,400 11.5 14.0 3015516 38HDR036- - -61 CSPH*4212A** 58PH*045- - -08 33,400 11.5 14.0 3015517 38HDR036- - -61 CSPH*4212A** 58PH*070- - -16 33,400 11.5 14.0 3015518 38HDR036- - -61 CSPH*4212A** 58PH*090- - -16 33,400 12.0 14.5 3015519 38HDR036- - -61 CSPH*4212A** 58PH*110- - -20 33,400 12.0 14.5 1117624 38HDR036- - -61 CSPH*4212A**+TDR 33,400 11.0 13.0 1117658 38HDR036- - -61 FE4AN(B,F)003+UI 33,000 11.5 14.0 1117660 38HDR036- - -61 FE4AN(B,F)005+UI 33,400 12.5 15.0 1117662 38HDR036- - -61 FE4ANB006+UI 33,400 12.5 15.0
1117656 38HDR036- - -61 FE4ANF002+UI 33,000 11.5 13.5
1117664 38HDR036- - -61 FF1ENP036 33,000 11.0 13.0
1117668 38HDR036- - -61 FV4BNB006 33,400 12.5 15.0
1117666 38HDR036- - -61 FV4BNF002 33,000 11.5 13.5
3404635 38HDR036- - -61 FV4CNB006 33,400 12.5 15.0
3404634 38HDR036- - -61 FV4CNF002 33,000 11.5 13.5
1117652 38HDR036- - -61 FX4CN(B,F)036 33,000 11.5 14.0
1117654 38HDR036- - -61 FX4CN(B,F)042 33,400 11.5 14.0
1117648 38HDR036- - -61 FY4ANF036 33,000 11.0 13.0
1117650 38HDR036- - -61 FY4ANF042 33,400 11.0 13.0
3465144 38HDR048- - -32 †CNPV*4821A**+TDR 47,000 11.0 13.0 3465807 38HDR048- - -32 40QAC048- - -3 45,500 11.5 13.0 3465146 38HDR048- - -32 CAP**4817A** 58CV(A,X)090- - -16 46,500 11.5 13.5 3465148 38HDR048- - -32 CAP**4817A** 58MEB080- - -16 46,500 11.5 14.0 3465147 38HDR048- - -32 CAP**4817A** 58PH*070- - -16 46,500 11.5 13.5 3465145 38HDR048- - -32 CAP**4817A**+TDR 46,500 11.0 13.0 3465152 38HDR048- - -32 CAP**4821A** 58CV(A,X)110- - -20 46,500 11.5 13.5 3465155 38HDR048- - -32 CAP**4821A** 58MEB100- - -20 46,500 11.5 14.0 3465150 38HDR048- - -32 CAP**4821A** 58MV(B,C)080- - -20 46,000 11.5 13.5 3465151 38HDR048- - -32 CAP**4821A** 58MV(B,C)100- - -20 46,500 11.5 13.5 3465153 38HDR048- - -32 CAP**4821A** 58PH*090- - -16 46,500 11.5 14.0 3465154 38HDR048- - -32 CAP**4821A** 58PH*110- - -20 46,500 11.5 14.0 3465149 38HDR048- - -32 CAP**4821A**+TDR 47,000 11.0 13.0 3465158 38HDR048- - -32 CAP**4824A** 58CV(A,X)135- - -22 46,500 11.5 13.5 3465159 38HDR048- - -32 CAP**4824A** 58CV(A,X)155- - -22 46,500 11.5 13.5 3465161 38HDR048- - -32 CAP**4824A** 58MEB120- - -20 46,500 11.5 14.0 3465157 38HDR048- - -32 CAP**4824A** 58MV(B,C)120- - -20 46,500 11.5 13.5 3465160 38HDR048- - -32 CAP**4824A** 58PH*135- - -20 46,500 11.5 14.0 3465156 38HDR048- - -32 CAP**4824A**+TDR 47,000 11.0 13.0 3465165 38HDR048- - -32 CAP**6021A** 58CV(A,X)110- - -20 47,000 11.5 13.5 3465168 38HDR048- - -32 CAP**6021A** 58MEB100- - -20 47,000 12.0 14.5 3465163 38HDR048- - -32 CAP**6021A** 58MV(B,C)080- - -20 47,000 11.5 13.5 3465164 38HDR048- - -32 CAP**6021A** 58MV(B,C)100- - -20 47,000 11.5 13.5 3465166 38HDR048- - -32 CAP**6021A** 58PH*090- - -16 47,000 12.0 14.5 3465167 38HDR048- - -32 CAP**6021A** 58PH*110- - -20 47,000 12.0 14.5 3465162 38HDR048- - -32 CAP**6021A**+TDR 47,500 11.0 13.0 3465171 38HDR048- - -32 CAP**6024A** 58CV(A,X)135- - -22 47,000 11.5 13.5 3465172 38HDR048- - -32 CAP**6024A** 58CV(A,X)155- - -22 47,000 11.5 14.0 3465174 38HDR048- - -32 CAP**6024A** 58MEB120- - -20 47,000 12.0 14.5 3465170 38HDR048- - -32 CAP**6024A** 58MV(B,C)120- - -20 47,000 11.5 13.5 3465173 38HDR048- - -32 CAP**6024A** 58PH*135- - -20 47,000 12.0 14.5 3465169 38HDR048- - -32 CAP**6024A**+TDR 47,500 11.0 13.0 3465221 38HDR048- - -32 CNPF*4818A**+TDR 46,000 11.0 13.0 3465197 38HDR048- - -32 CNPH*4821A** 58CV(A,X)090- - -16 46,500 11.5 13.5 3465198 38HDR048- - -32 CNPH*4821A** 58CV(A,X)110- - -20 46,500 11.5 13.5 3465199 38HDR048- - -32 CNPH*4821A** 58CV(A,X)135- - -22 46,500 11.5 13.5 3465200 38HDR048- - -32 CNPH*4821A** 58CV(A,X)155- - -22 46,500 11.5 13.5 3465204 38HDR048- - -32 CNPH*4821A** 58MEB080- - -16 46,500 11.5 14.0 3465205 38HDR048- - -32 CNPH*4821A** 58MEB100- - -20 46,500 11.5 14.0 3465206 38HDR048- - -32 CNPH*4821A** 58MEB120- - -20 46,500 11.5 14.0 3465194 38HDR048- - -32 CNPH*4821A** 58MV(B,C)080- - -20 46,500 11.5 13.5 See notes on page 26
38HDR
21 COMBINATION RATINGS (CONT.)
ARI Ref. No. Model Number Indoor Model Furnace Model Capacity EER SEER 3465195 38HDR048- - -32 CNPH*4821A** 58MV(B,C)100- - -20 46,500 11.5 13.5 3465196 38HDR048- - -32 CNPH*4821A** 58MV(B,C)120- - -20 46,500 11.5 13.5 3465201 38HDR048- - -32 CNPH*4821A** 58PH*090- - -16 46,500 11.5 13.5 3465202 38HDR048- - -32 CNPH*4821A** 58PH*110- - -20 46,500 11.5 13.5 3465203 38HDR048- - -32 CNPH*4821A** 58PH*135- - -20 46,500 11.5 13.5 3465193 38HDR048- - -32 CNPH*4821A**+TDR 47,000 11.0 13.0 3465211 38HDR048- - -32 CNPH*6024A** 58CV(A,X)090- - -16 47,000 11.5 13.5 3465212 38HDR048- - -32 CNPH*6024A** 58CV(A,X)110- - -20 47,000 11.5 13.5 3465213 38HDR048- - -32 CNPH*6024A** 58CV(A,X)135- - -22 47,000 11.5 13.5 3465214 38HDR048- - -32 CNPH*6024A** 58CV(A,X)155- - -22 47,000 11.5 14.0 3465218 38HDR048- - -32 CNPH*6024A** 58MEB080- - -16 47,000 11.5 14.0 3465219 38HDR048- - -32 CNPH*6024A** 58MEB100- - -20 47,000 12.0 14.5 3465220 38HDR048- - -32 CNPH*6024A** 58MEB120- - -20 47,000 12.0 14.5 3465208 38HDR048- - -32 CNPH*6024A** 58MV(B,C)080- - -20 47,000 11.5 13.5 3465209 38HDR048- - -32 CNPH*6024A** 58MV(B,C)100- - -20 47,000 11.5 13.5 3465210 38HDR048- - -32 CNPH*6024A** 58MV(B,C)120- - -20 47,000 11.5 13.5 3465215 38HDR048- - -32 CNPH*6024A** 58PH*090- - -16 47,000 12.0 14.5 3465216 38HDR048- - -32 CNPH*6024A** 58PH*110- - -20 47,000 12.0 14.5 3465217 38HDR048- - -32 CNPH*6024A** 58PH*135- - -20 47,000 12.0 14.5 3465207 38HDR048- - -32 CNPH*6024A**+TDR 47,500 11.0 13.0 3465177 38HDR048- - -32 CNPV*4821A** 58CV(A,X)110- - -20 46,500 11.5 13.5 3465180 38HDR048- - -32 CNPV*4821A** 58MEB100- - -20 46,500 11.5 13.5 3465175 38HDR048- - -32 CNPV*4821A** 58MV(B,C)080- - -20 46,500 11.5 13.5 3465176 38HDR048- - -32 CNPV*4821A** 58MV(B,C)100- - -20 46,500 11.5 13.5 3465178 38HDR048- - -32 CNPV*4821A** 58PH*090- - -16 46,500 11.5 14.0 3465179 38HDR048- - -32 CNPV*4821A** 58PH*110- - -20 46,500 11.5 14.0 3465183 38HDR048- - -32 CNPV*4824A** 58CV(A,X)135- - -22 46,500 11.5 13.5 3465184 38HDR048- - -32 CNPV*4824A** 58CV(A,X)155- - -22 46,500 11.5 13.5 3465186 38HDR048- - -32 CNPV*4824A** 58MEB120- - -20 46,500 11.5 14.0 3465182 38HDR048- - -32 CNPV*4824A** 58MV(B,C)120- - -20 46,500 11.5 13.5 3465185 38HDR048- - -32 CNPV*4824A** 58PH*135- - -20 46,500 11.5 14.0 3465181 38HDR048- - -32 CNPV*4824A**+TDR 47,000 11.0 13.0 3465189 38HDR048- - -32 CNPV*6024A** 58CV(A,X)135- - -22 47,000 11.5 13.5 3465190 38HDR048- - -32 CNPV*6024A** 58CV(A,X)155- - -22 47,000 11.5 14.0 3465192 38HDR048- - -32 CNPV*6024A** 58MEB120- - -20 47,000 12.0 14.5 3465188 38HDR048- - -32 CNPV*6024A** 58MV(B,C)120- - -20 47,000 11.5 13.5 3465191 38HDR048- - -32 CNPV*6024A** 58PH*135- - -20 47,000 12.0 14.5 3465187 38HDR048- - -32 CNPV*6024A**+TDR 47,500 11.0 13.0 3465226 38HDR048- - -32 CSPH*4812A** 58CV(A,X)090- - -16 46,500 11.5 13.5 3465227 38HDR048- - -32 CSPH*4812A** 58CV(A,X)110- - -20 46,500 11.5 13.5 3465228 38HDR048- - -32 CSPH*4812A** 58CV(A,X)135- - -22 46,500 11.5 13.5 3465229 38HDR048- - -32 CSPH*4812A** 58CV(A,X)155- - -22 46,500 11.5 13.5 3465233 38HDR048- - -32 CSPH*4812A** 58MEB080- - -16 46,500 11.5 14.0 3465234 38HDR048- - -32 CSPH*4812A** 58MEB100- - -20 46,500 11.5 14.0 3465235 38HDR048- - -32 CSPH*4812A** 58MEB120- - -20 46,500 11.5 14.0 3465223 38HDR048- - -32 CSPH*4812A** 58MV(B,C)080- - -20 46,500 11.5 13.5 3465224 38HDR048- - -32 CSPH*4812A** 58MV(B,C)100- - -20 46,500 11.5 13.5 3465225 38HDR048- - -32 CSPH*4812A** 58MV(B,C)120- - -20 46,500 11.5 13.5 3465230 38HDR048- - -32 CSPH*4812A** 58PH*090- - -16 46,500 11.5 14.0 3465231 38HDR048- - -32 CSPH*4812A** 58PH*110- - -20 46,500 11.5 14.0 3465232 38HDR048- - -32 CSPH*4812A** 58PH*135- - -20 46,500 11.5 14.0 3465222 38HDR048- - -32 CSPH*4812A**+TDR 47,000 11.0 13.0 3465240 38HDR048- - -32 CSPH*6012A** 58CV(A,X)090- - -16 47,000 11.5 13.5 3465241 38HDR048- - -32 CSPH*6012A** 58CV(A,X)110- - -20 47,000 11.5 14.0 3465242 38HDR048- - -32 CSPH*6012A** 58CV(A,X)135- - -22 47,000 11.5 14.0 3465243 38HDR048- - -32 CSPH*6012A** 58CV(A,X)155- - -22 47,000 11.5 14.0 3465247 38HDR048- - -32 CSPH*6012A** 58MEB080- - -16 47,000 12.0 14.5 3465248 38HDR048- - -32 CSPH*6012A** 58MEB100- - -20 47,000 12.0 14.5 3465249 38HDR048- - -32 CSPH*6012A** 58MEB120- - -20 47,000 12.0 14.5 3465237 38HDR048- - -32 CSPH*6012A** 58MV(B,C)080- - -20 47,000 11.5 13.5 3465238 38HDR048- - -32 CSPH*6012A** 58MV(B,C)100- - -20 47,000 11.5 13.5 3465239 38HDR048- - -32 CSPH*6012A** 58MV(B,C)120- - -20 47,000 11.5 13.5 3465244 38HDR048- - -32 CSPH*6012A** 58PH*090- - -16 47,000 12.0 14.5 3465245 38HDR048- - -32 CSPH*6012A** 58PH*110- - -20 47,000 12.0 14.5 3465246 38HDR048- - -32 CSPH*6012A** 58PH*135- - -20 47,000 12.0 14.5 3465236 38HDR048- - -32 CSPH*6012A**+TDR 47,500 11.0 13.0 3465254 38HDR048- - -32 FE4AN(B,F)005+UI 47,000 11.5 13.5 3465255 38HDR048- - -32 FE4ANB006+UI 47,500 11.5 14.0
3465256 38HDR048- - -32 FV4BN(B,F)005 47,000 11.5 14.0
3465257 38HDR048- - -32 FV4BNB006 47,500 11.5 14.0
3465252 38HDR048- - -32 FX4CN(B,F)048 47,000 11.5 13.5
3465253 38HDR048- - -32 FX4CN(B,F)060 47,500 11.5 14.0
3465251 38HDR048- - -32 FY4ANB060 47,500 11.0 13.0
3465250 38HDR048- - -32 FY4ANF048 47,000 11.0 13.0
3465258 38HDR048- - -52 †CNPV*4821A**+TDR 47,000 11.0 13.0 3465808 38HDR048- - -52 40QAC048- - -3 45,500 11.5 13.0 3465260 38HDR048- - -52 CAP**4817A** 58CV(A,X)090- - -16 46,500 11.5 13.5 3465262 38HDR048- - -52 CAP**4817A** 58MEB080- - -16 46,500 11.5 14.0 See notes on page 26
38HDR
22 COMBINATION RATINGS (CONT.)
ARI Ref. No. Model Number Indoor Model Furnace Model Capacity EER SEER 3465261 38HDR048- - -52 CAP**4817A** 58PH*070- - -16 46,500 11.5 13.5 3465259 38HDR048- - -52 CAP**4817A**+TDR 46,500 11.0 13.0 3465266 38HDR048- - -52 CAP**4821A** 58CV(A,X)110- - -20 46,500 11.5 13.5 3465269 38HDR048- - -52 CAP**4821A** 58MEB100- - -20 46,500 11.5 14.0 3465264 38HDR048- - -52 CAP**4821A** 58MV(B,C)080- - -20 46,000 11.5 13.5 3465265 38HDR048- - -52 CAP**4821A** 58MV(B,C)100- - -20 46,500 11.5 13.5 3465267 38HDR048- - -52 CAP**4821A** 58PH*090- - -16 46,500 11.5 14.0 3465268 38HDR048- - -52 CAP**4821A** 58PH*110- - -20 46,500 11.5 14.0 3465263 38HDR048- - -52 CAP**4821A**+TDR 47,000 11.0 13.0 3465272 38HDR048- - -52 CAP**4824A** 58CV(A,X)135- - -22 46,500 11.5 13.5 3465273 38HDR048- - -52 CAP**4824A** 58CV(A,X)155- - -22 46,500 11.5 13.5 3465275 38HDR048- - -52 CAP**4824A** 58MEB120- - -20 46,500 11.5 14.0 3465271 38HDR048- - -52 CAP**4824A** 58MV(B,C)120- - -20 46,500 11.5 13.5 3465274 38HDR048- - -52 CAP**4824A** 58PH*135- - -20 46,500 11.5 14.0 3465270 38HDR048- - -52 CAP**4824A**+TDR 47,000 11.0 13.0 3465279 38HDR048- - -52 CAP**6021A** 58CV(A,X)110- - -20 47,000 11.5 13.5 3465282 38HDR048- - -52 CAP**6021A** 58MEB100- - -20 47,000 12.0 14.5 3465277 38HDR048- - -52 CAP**6021A** 58MV(B,C)080- - -20 47,000 11.5 13.5 3465278 38HDR048- - -52 CAP**6021A** 58MV(B,C)100- - -20 47,000 11.5 13.5 3465280 38HDR048- - -52 CAP**6021A** 58PH*090- - -16 47,000 12.0 14.5 3465281 38HDR048- - -52 CAP**6021A** 58PH*110- - -20 47,000 12.0 14.5 3465276 38HDR048- - -52 CAP**6021A**+TDR 47,500 11.0 13.0 3465285 38HDR048- - -52 CAP**6024A** 58CV(A,X)135- - -22 47,000 11.5 13.5 3465286 38HDR048- - -52 CAP**6024A** 58CV(A,X)155- - -22 47,000 11.5 14.0 3465288 38HDR048- - -52 CAP**6024A** 58MEB120- - -20 47,000 12.0 14.5 3465284 38HDR048- - -52 CAP**6024A** 58MV(B,C)120- - -20 47,000 11.5 13.5 3465287 38HDR048- - -52 CAP**6024A** 58PH*135- - -20 47,000 12.0 14.5 3465283 38HDR048- - -52 CAP**6024A**+TDR 47,500 11.0 13.0 3465335 38HDR048- - -52 CNPF*4818A**+TDR 46,000 11.0 13.0 3465311 38HDR048- - -52 CNPH*4821A** 58CV(A,X)090- - -16 46,500 11.5 13.5 3465312 38HDR048- - -52 CNPH*4821A** 58CV(A,X)110- - -20 46,500 11.5 13.5 3465313 38HDR048- - -52 CNPH*4821A** 58CV(A,X)135- - -22 46,500 11.5 13.5 3465314 38HDR048- - -52 CNPH*4821A** 58CV(A,X)155- - -22 46,500 11.5 13.5 3465318 38HDR048- - -52 CNPH*4821A** 58MEB080- - -16 46,500 11.5 14.0 3465319 38HDR048- - -52 CNPH*4821A** 58MEB100- - -20 46,500 11.5 14.0 3465320 38HDR048- - -52 CNPH*4821A** 58MEB120- - -20 46,500 11.5 14.0 3465308 38HDR048- - -52 CNPH*4821A** 58MV(B,C)080- - -20 46,500 11.5 13.5 3465309 38HDR048- - -52 CNPH*4821A** 58MV(B,C)100- - -20 46,500 11.5 13.5 3465310 38HDR048- - -52 CNPH*4821A** 58MV(B,C)120- - -20 46,500 11.5 13.5 3465315 38HDR048- - -52 CNPH*4821A** 58PH*090- - -16 46,500 11.5 13.5 3465316 38HDR048- - -52 CNPH*4821A** 58PH*110- - -20 46,500 11.5 13.5 3465317 38HDR048- - -52 CNPH*4821A** 58PH*135- - -20 46,500 11.5 13.5 3465307 38HDR048- - -52 CNPH*4821A**+TDR 47,000 11.0 13.0 3465325 38HDR048- - -52 CNPH*6024A** 58CV(A,X)090- - -16 47,000 11.5 13.5 3465326 38HDR048- - -52 CNPH*6024A** 58CV(A,X)110- - -20 47,000 11.5 13.5 3465327 38HDR048- - -52 CNPH*6024A** 58CV(A,X)135- - -22 47,000 11.5 13.5 3465328 38HDR048- - -52 CNPH*6024A** 58CV(A,X)155- - -22 47,000 11.5 14.0 3465332 38HDR048- - -52 CNPH*6024A** 58MEB080- - -16 47,000 11.5 14.0 3465333 38HDR048- - -52 CNPH*6024A** 58MEB100- - -20 47,000 12.0 14.5 3465334 38HDR048- - -52 CNPH*6024A** 58MEB120- - -20 47,000 12.0 14.5 3465322 38HDR048- - -52 CNPH*6024A** 58MV(B,C)080- - -20 47,000 11.5 13.5 3465323 38HDR048- - -52 CNPH*6024A** 58MV(B,C)100- - -20 47,000 11.5 13.5 3465324 38HDR048- - -52 CNPH*6024A** 58MV(B,C)120- - -20 47,000 11.5 13.5 3465329 38HDR048- - -52 CNPH*6024A** 58PH*090- - -16 47,000 12.0 14.5 3465330 38HDR048- - -52 CNPH*6024A** 58PH*110- - -20 47,000 12.0 14.5 3465331 38HDR048- - -52 CNPH*6024A** 58PH*135- - -20 47,000 12.0 14.5 3465321 38HDR048- - -52 CNPH*6024A**+TDR 47,500 11.0 13.0 3465291 38HDR048- - -52 CNPV*4821A** 58CV(A,X)110- - -20 46,500 11.5 13.5 3465294 38HDR048- - -52 CNPV*4821A** 58MEB100- - -20 46,500 11.5 13.5 3465289 38HDR048- - -52 CNPV*4821A** 58MV(B,C)080- - -20 46,500 11.5 13.5 3465290 38HDR048- - -52 CNPV*4821A** 58MV(B,C)100- - -20 46,500 11.5 13.5 3465292 38HDR048- - -52 CNPV*4821A** 58PH*090- - -16 46,500 11.5 14.0 3465293 38HDR048- - -52 CNPV*4821A** 58PH*110- - -20 46,500 11.5 14.0 3465297 38HDR048- - -52 CNPV*4824A** 58CV(A,X)135- - -22 46,500 11.5 13.5 3465298 38HDR048- - -52 CNPV*4824A** 58CV(A,X)155- - -22 46,500 11.5 13.5 3465300 38HDR048- - -52 CNPV*4824A** 58MEB120- - -20 46,500 11.5 14.0 3465296 38HDR048- - -52 CNPV*4824A** 58MV(B,C)120- - -20 46,500 11.5 13.5 3465299 38HDR048- - -52 CNPV*4824A** 58PH*135- - -20 46,500 11.5 14.0 3465295 38HDR048- - -52 CNPV*4824A**+TDR 47,000 11.0 13.0 3465303 38HDR048- - -52 CNPV*6024A** 58CV(A,X)135- - -22 47,000 11.5 13.5 3465304 38HDR048- - -52 CNPV*6024A** 58CV(A,X)155- - -22 47,000 11.5 14.0 3465306 38HDR048- - -52 CNPV*6024A** 58MEB120- - -20 47,000 12.0 14.5 3465302 38HDR048- - -52 CNPV*6024A** 58MV(B,C)120- - -20 47,000 11.5 13.5 3465305 38HDR048- - -52 CNPV*6024A** 58PH*135- - -20 47,000 12.0 14.5 3465301 38HDR048- - -52 CNPV*6024A**+TDR 47,500 11.0 13.0 3465340 38HDR048- - -52 CSPH*4812A** 58CV(A,X)090- - -16 46,500 11.5 13.5 3465341 38HDR048- - -52 CSPH*4812A** 58CV(A,X)110- - -20 46,500 11.5 13.5 3465342 38HDR048- - -52 CSPH*4812A** 58CV(A,X)135- - -22 46,500 11.5 13.5 3465343 38HDR048- - -52 CSPH*4812A** 58CV(A,X)155- - -22 46,500 11.5 13.5 See notes on page 26
38HDR
23 COMBINATION RATINGS (CONT.)
ARI Ref. No. Model Number Indoor Model Furnace Model Capacity EER SEER 3465347 38HDR048- - -52 CSPH*4812A** 58MEB080- - -16 46,500 11.5 14.0 3465348 38HDR048- - -52 CSPH*4812A** 58MEB100- - -20 46,500 11.5 14.0 3465349 38HDR048- - -52 CSPH*4812A** 58MEB120- - -20 46,500 11.5 14.0 3465337 38HDR048- - -52 CSPH*4812A** 58MV(B,C)080- - -20 46,500 11.5 13.5 3465338 38HDR048- - -52 CSPH*4812A** 58MV(B,C)100- - -20 46,500 11.5 13.5 3465339 38HDR048- - -52 CSPH*4812A** 58MV(B,C)120- - -20 46,500 11.5 13.5 3465344 38HDR048- - -52 CSPH*4812A** 58PH*090- - -16 46,500 11.5 14.0 3465345 38HDR048- - -52 CSPH*4812A** 58PH*110- - -20 46,500 11.5 14.0 3465346 38HDR048- - -52 CSPH*4812A** 58PH*135- - -20 46,500 11.5 14.0 3465336 38HDR048- - -52 CSPH*4812A**+TDR 47,000 11.0 13.0 3465354 38HDR048- - -52 CSPH*6012A** 58CV(A,X)090- - -16 47,000 11.5 13.5 3465355 38HDR048- - -52 CSPH*6012A** 58CV(A,X)110- - -20 47,000 11.5 14.0 3465356 38HDR048- - -52 CSPH*6012A** 58CV(A,X)135- - -22 47,000 11.5 14.0 3465357 38HDR048- - -52 CSPH*6012A** 58CV(A,X)155- - -22 47,000 11.5 14.0 3465361 38HDR048- - -52 CSPH*6012A** 58MEB080- - -16 47,000 12.0 14.5 3465362 38HDR048- - -52 CSPH*6012A** 58MEB100- - -20 47,000 12.0 14.5 3465363 38HDR048- - -52 CSPH*6012A** 58MEB120- - -20 47,000 12.0 14.5 3465351 38HDR048- - -52 CSPH*6012A** 58MV(B,C)080- - -20 47,000 11.5 13.5 3465352 38HDR048- - -52 CSPH*6012A** 58MV(B,C)100- - -20 47,000 11.5 13.5 3465353 38HDR048- - -52 CSPH*6012A** 58MV(B,C)120- - -20 47,000 11.5 13.5 3465358 38HDR048- - -52 CSPH*6012A** 58PH*090- - -16 47,000 12.0 14.5 3465359 38HDR048- - -52 CSPH*6012A** 58PH*110- - -20 47,000 12.0 14.5 3465360 38HDR048- - -52 CSPH*6012A** 58PH*135- - -20 47,000 12.0 14.5 3465350 38HDR048- - -52 CSPH*6012A**+TDR 47,500 11.0 13.0 3465368 38HDR048- - -52 FE4AN(B,F)005+UI 47,000 11.5 13.5 3465369 38HDR048- - -52 FE4ANB006+UI 47,500 11.5 14.0
3465370 38HDR048- - -52 FV4BN(B,F)005 47,000 11.5 14.0
3465371 38HDR048- - -52 FV4BNB006 47,500 11.5 14.0
3465366 38HDR048- - -52 FX4CN(B,F)048 47,000 11.5 13.5
3465367 38HDR048- - -52 FX4CN(B,F)060 47,500 11.5 14.0
3465365 38HDR048- - -52 FY4ANB060 47,500 11.0 13.0
3465364 38HDR048- - -52 FY4ANF048 47,000 11.0 13.0
3465372 38HDR048- - -62 †CNPV*4821A**+TDR 47,000 11.0 13.0 3465809 38HDR048- - -62 40QAC048- - -3 45,500 11.5 13.0 3465374 38HDR048- - -62 CAP**4817A** 58CV(A,X)090- - -16 46,500 11.5 13.5 3465376 38HDR048- - -62 CAP**4817A** 58MEB080- - -16 46,500 11.5 14.0 3465375 38HDR048- - -62 CAP**4817A** 58PH*070- - -16 46,500 11.5 13.5 3465373 38HDR048- - -62 CAP**4817A**+TDR 46,500 11.0 13.0 3465380 38HDR048- - -62 CAP**4821A** 58CV(A,X)110- - -20 46,500 11.5 13.5 3465383 38HDR048- - -62 CAP**4821A** 58MEB100- - -20 46,500 11.5 14.0 3465378 38HDR048- - -62 CAP**4821A** 58MV(B,C)080- - -20 46,000 11.5 13.5 3465379 38HDR048- - -62 CAP**4821A** 58MV(B,C)100- - -20 46,500 11.5 13.5 3465381 38HDR048- - -62 CAP**4821A** 58PH*090- - -16 46,500 11.5 14.0 3465382 38HDR048- - -62 CAP**4821A** 58PH*110- - -20 46,500 11.5 14.0 3465377 38HDR048- - -62 CAP**4821A**+TDR 47,000 11.0 13.0 3465386 38HDR048- - -62 CAP**4824A** 58CV(A,X)135- - -22 46,500 11.5 13.5 3465387 38HDR048- - -62 CAP**4824A** 58CV(A,X)155- - -22 46,500 11.5 13.5 3465389 38HDR048- - -62 CAP**4824A** 58MEB120- - -20 46,500 11.5 14.0 3465385 38HDR048- - -62 CAP**4824A** 58MV(B,C)120- - -20 46,500 11.5 13.5 3465388 38HDR048- - -62 CAP**4824A** 58PH*135- - -20 46,500 11.5 14.0 3465384 38HDR048- - -62 CAP**4824A**+TDR 47,000 11.0 13.0 3465393 38HDR048- - -62 CAP**6021A** 58CV(A,X)110- - -20 47,000 11.5 13.5 3465396 38HDR048- - -62 CAP**6021A** 58MEB100- - -20 47,000 12.0 14.5 3465391 38HDR048- - -62 CAP**6021A** 58MV(B,C)080- - -20 47,000 11.5 13.5 3465392 38HDR048- - -62 CAP**6021A** 58MV(B,C)100- - -20 47,000 11.5 13.5 3465394 38HDR048- - -62 CAP**6021A** 58PH*090- - -16 47,000 12.0 14.5 3465395 38HDR048- - -62 CAP**6021A** 58PH*110- - -20 47,000 12.0 14.5 3465390 38HDR048- - -62 CAP**6021A**+TDR 47,500 11.0 13.0 3465399 38HDR048- - -62 CAP**6024A** 58CV(A,X)135- - -22 47,000 11.5 13.5 3465400 38HDR048- - -62 CAP**6024A** 58CV(A,X)155- - -22 47,000 11.5 14.0 3465402 38HDR048- - -62 CAP**6024A** 58MEB120- - -20 47,000 12.0 14.5 3465398 38HDR048- - -62 CAP**6024A** 58MV(B,C)120- - -20 47,000 11.5 13.5 3465401 38HDR048- - -62 CAP**6024A** 58PH*135- - -20 47,000 12.0 14.5 3465397 38HDR048- - -62 CAP**6024A**+TDR 47,500 11.0 13.0 3465449 38HDR048- - -62 CNPF*4818A**+TDR 46,000 11.0 13.0 3465425 38HDR048- - -62 CNPH*4821A** 58CV(A,X)090- - -16 46,500 11.5 13.5 3465426 38HDR048- - -62 CNPH*4821A** 58CV(A,X)110- - -20 46,500 11.5 13.5 3465427 38HDR048- - -62 CNPH*4821A** 58CV(A,X)135- - -22 46,500 11.5 13.5 3465428 38HDR048- - -62 CNPH*4821A** 58CV(A,X)155- - -22 46,500 11.5 13.5 3465432 38HDR048- - -62 CNPH*4821A** 58MEB080- - -16 46,500 11.5 14.0 3465433 38HDR048- - -62 CNPH*4821A** 58MEB100- - -20 46,500 11.5 14.0 3465434 38HDR048- - -62 CNPH*4821A** 58MEB120- - -20 46,500 11.5 14.0 3465422 38HDR048- - -62 CNPH*4821A** 58MV(B,C)080- - -20 46,500 11.5 13.5 3465423 38HDR048- - -62 CNPH*4821A** 58MV(B,C)100- - -20 46,500 11.5 13.5 3465424 38HDR048- - -62 CNPH*4821A** 58MV(B,C)120- - -20 46,500 11.5 13.5 3465429 38HDR048- - -62 CNPH*4821A** 58PH*090- - -16 46,500 11.5 13.5 3465430 38HDR048- - -62 CNPH*4821A** 58PH*110- - -20 46,500 11.5 13.5 3465431 38HDR048- - -62 CNPH*4821A** 58PH*135- - -20 46,500 11.5 13.5 See notes on page 26
38HDR
24 COMBINATION RATINGS (CONT.)
ARI Ref. No. Model Number Indoor Model Furnace Model Capacity EER SEER 3465421 38HDR048- - -62 CNPH*4821A**+TDR 47,000 11.0 13.0 3465439 38HDR048- - -62 CNPH*6024A** 58CV(A,X)090- - -16 47,000 11.5 13.5 3465440 38HDR048- - -62 CNPH*6024A** 58CV(A,X)110- - -20 47,000 11.5 13.5 3465441 38HDR048- - -62 CNPH*6024A** 58CV(A,X)135- - -22 47,000 11.5 13.5 3465442 38HDR048- - -62 CNPH*6024A** 58CV(A,X)155- - -22 47,000 11.5 14.0 3465446 38HDR048- - -62 CNPH*6024A** 58MEB080- - -16 47,000 11.5 14.0 3465447 38HDR048- - -62 CNPH*6024A** 58MEB100- - -20 47,000 12.0 14.5 3465448 38HDR048- - -62 CNPH*6024A** 58MEB120- - -20 47,000 12.0 14.5 3465436 38HDR048- - -62 CNPH*6024A** 58MV(B,C)080- - -20 47,000 11.5 13.5 3465437 38HDR048- - -62 CNPH*6024A** 58MV(B,C)100- - -20 47,000 11.5 13.5 3465438 38HDR048- - -62 CNPH*6024A** 58MV(B,C)120- - -20 47,000 11.5 13.5 3465443 38HDR048- - -62 CNPH*6024A** 58PH*090- - -16 47,000 12.0 14.5 3465444 38HDR048- - -62 CNPH*6024A** 58PH*110- - -20 47,000 12.0 14.5 3465445 38HDR048- - -62 CNPH*6024A** 58PH*135- - -20 47,000 12.0 14.5 3465435 38HDR048- - -62 CNPH*6024A**+TDR 47,500 11.0 13.0 3465405 38HDR048- - -62 CNPV*4821A** 58CV(A,X)110- - -20 46,500 11.5 13.5 3465408 38HDR048- - -62 CNPV*4821A** 58MEB100- - -20 46,500 11.5 13.5 3465403 38HDR048- - -62 CNPV*4821A** 58MV(B,C)080- - -20 46,500 11.5 13.5 3465404 38HDR048- - -62 CNPV*4821A** 58MV(B,C)100- - -20 46,500 11.5 13.5 3465406 38HDR048- - -62 CNPV*4821A** 58PH*090- - -16 46,500 11.5 14.0 3465407 38HDR048- - -62 CNPV*4821A** 58PH*110- - -20 46,500 11.5 14.0 3465411 38HDR048- - -62 CNPV*4824A** 58CV(A,X)135- - -22 46,500 11.5 13.5 3465412 38HDR048- - -62 CNPV*4824A** 58CV(A,X)155- - -22 46,500 11.5 13.5 3465414 38HDR048- - -62 CNPV*4824A** 58MEB120- - -20 46,500 11.5 14.0 3465410 38HDR048- - -62 CNPV*4824A** 58MV(B,C)120- - -20 46,500 11.5 13.5 3465413 38HDR048- - -62 CNPV*4824A** 58PH*135- - -20 46,500 11.5 14.0 3465409 38HDR048- - -62 CNPV*4824A**+TDR 47,000 11.0 13.0 3465417 38HDR048- - -62 CNPV*6024A** 58CV(A,X)135- - -22 47,000 11.5 13.5 3465418 38HDR048- - -62 CNPV*6024A** 58CV(A,X)155- - -22 47,000 11.5 14.0 3465420 38HDR048- - -62 CNPV*6024A** 58MEB120- - -20 47,000 12.0 14.5 3465416 38HDR048- - -62 CNPV*6024A** 58MV(B,C)120- - -20 47,000 11.5 13.5 3465419 38HDR048- - -62 CNPV*6024A** 58PH*135- - -20 47,000 12.0 14.5 3465415 38HDR048- - -62 CNPV*6024A**+TDR 47,500 11.0 13.0 3465454 38HDR048- - -62 CSPH*4812A** 58CV(A,X)090- - -16 46,500 11.5 13.5 3465455 38HDR048- - -62 CSPH*4812A** 58CV(A,X)110- - -20 46,500 11.5 13.5 3465456 38HDR048- - -62 CSPH*4812A** 58CV(A,X)135- - -22 46,500 11.5 13.5 3465457 38HDR048- - -62 CSPH*4812A** 58CV(A,X)155- - -22 46,500 11.5 13.5 3465461 38HDR048- - -62 CSPH*4812A** 58MEB080- - -16 46,500 11.5 14.0 3465462 38HDR048- - -62 CSPH*4812A** 58MEB100- - -20 46,500 11.5 14.0 3465463 38HDR048- - -62 CSPH*4812A** 58MEB120- - -20 46,500 11.5 14.0 3465451 38HDR048- - -62 CSPH*4812A** 58MV(B,C)080- - -20 46,500 11.5 13.5 3465452 38HDR048- - -62 CSPH*4812A** 58MV(B,C)100- - -20 46,500 11.5 13.5 3465453 38HDR048- - -62 CSPH*4812A** 58MV(B,C)120- - -20 46,500 11.5 13.5 3465458 38HDR048- - -62 CSPH*4812A** 58PH*090- - -16 46,500 11.5 14.0 3465459 38HDR048- - -62 CSPH*4812A** 58PH*110- - -20 46,500 11.5 14.0 3465460 38HDR048- - -62 CSPH*4812A** 58PH*135- - -20 46,500 11.5 14.0 3465450 38HDR048- - -62 CSPH*4812A**+TDR 47,000 11.0 13.0 3465468 38HDR048- - -62 CSPH*6012A** 58CV(A,X)090- - -16 47,000 11.5 13.5 3465469 38HDR048- - -62 CSPH*6012A** 58CV(A,X)110- - -20 47,000 11.5 14.0 3465470 38HDR048- - -62 CSPH*6012A** 58CV(A,X)135- - -22 47,000 11.5 14.0 3465471 38HDR048- - -62 CSPH*6012A** 58CV(A,X)155- - -22 47,000 11.5 14.0 3465475 38HDR048- - -62 CSPH*6012A** 58MEB080- - -16 47,000 12.0 14.5 3465476 38HDR048- - -62 CSPH*6012A** 58MEB100- - -20 47,000 12.0 14.5 3465477 38HDR048- - -62 CSPH*6012A** 58MEB120- - -20 47,000 12.0 14.5 3465465 38HDR048- - -62 CSPH*6012A** 58MV(B,C)080- - -20 47,000 11.5 13.5 3465466 38HDR048- - -62 CSPH*6012A** 58MV(B,C)100- - -20 47,000 11.5 13.5 3465467 38HDR048- - -62 CSPH*6012A** 58MV(B,C)120- - -20 47,000 11.5 13.5 3465472 38HDR048- - -62 CSPH*6012A** 58PH*090- - -16 47,000 12.0 14.5 3465473 38HDR048- - -62 CSPH*6012A** 58PH*110- - -20 47,000 12.0 14.5 3465474 38HDR048- - -62 CSPH*6012A** 58PH*135- - -20 47,000 12.0 14.5 3465464 38HDR048- - -62 CSPH*6012A**+TDR 47,500 11.0 13.0 3465482 38HDR048- - -62 FE4AN(B,F)005+UI 47,000 11.5 13.5 3465483 38HDR048- - -62 FE4ANB006+UI 47,500 11.5 14.0
3465484 38HDR048- - -62 FV4BN(B,F)005 47,000 11.5 14.0
3465485 38HDR048- - -62 FV4BNB006 47,500 11.5 14.0
3465480 38HDR048- - -62 FX4CN(B,F)048 47,000 11.5 13.5
3465481 38HDR048- - -62 FX4CN(B,F)060 47,500 11.5 14.0
3465479 38HDR048- - -62 FY4ANB060 47,500 11.0 13.0
3465478 38HDR048- - -62 FY4ANF048 47,000 11.0 13.0
3465024 38HDR060- - -32 †CNPV*6024A**+TDR 57,000 11.0 13.0 3465810 38HDR060- - -32 40QAC060- - -3 56,000 11.0 13.0 3465026 38HDR060- - -32 CAP**6021A** 58CV(A,X)110- - -20 56,000 11.0 13.2 3465029 38HDR060- - -32 CAP**6021A** 58MEB100- - -20 56,000 11.0 13.5 3465027 38HDR060- - -32 CAP**6021A** 58PH*090- - -16 56,000 11.0 13.2 3465028 38HDR060- - -32 CAP**6021A** 58PH*110- - -20 56,000 11.0 13.5 3465025 38HDR060- - -32 CAP**6021A**+TDR 57,000 11.0 13.0 3465031 38HDR060- - -32 CAP**6024A** 58CV(A,X)135- - -22 56,000 11.0 13.5 3465032 38HDR060- - -32 CAP**6024A** 58CV(A,X)155- - -22 56,000 11.0 13.5 See notes on page 26
38HDR
25 COMBINATION RATINGS (CONT.)
ARI Ref. No. Model Number Indoor Model Furnace Model Capacity EER SEER 3465034 38HDR060- - -32 CAP**6024A** 58MEB120- - -20 56,000 11.0 13.5 3465033 38HDR060- - -32 CAP**6024A** 58PH*135- - -20 56,000 11.0 13.5 3465030 38HDR060- - -32 CAP**6024A**+TDR 57,000 11.0 13.0 3465040 38HDR060- - -32 CNPH*6024A** 58CV(A,X)110- - -20 56,000 11.0 13.2 3465041 38HDR060- - -32 CNPH*6024A** 58CV(A,X)135- - -22 56,000 11.0 13.5 3465042 38HDR060- - -32 CNPH*6024A** 58CV(A,X)155- - -22 56,000 11.0 13.5 3465046 38HDR060- - -32 CNPH*6024A** 58MEB080- - -16 56,000 11.0 13.2 3465047 38HDR060- - -32 CNPH*6024A** 58MEB100- - -20 56,000 11.0 13.5 3465048 38HDR060- - -32 CNPH*6024A** 58MEB120- - -20 56,000 11.0 13.5 3465043 38HDR060- - -32 CNPH*6024A** 58PH*090- - -16 56,000 11.0 13.2 3465044 38HDR060- - -32 CNPH*6024A** 58PH*110- - -20 56,000 11.0 13.5 3465045 38HDR060- - -32 CNPH*6024A** 58PH*135- - -20 56,000 11.0 13.5 3465039 38HDR060- - -32 CNPH*6024A**+TDR 57,000 11.0 13.0 3465035 38HDR060- - -32 CNPV*6024A** 58CV(A,X)135- - -22 56,000 11.0 13.5 3465036 38HDR060- - -32 CNPV*6024A** 58CV(A,X)155- - -22 56,000 11.0 13.5 3465038 38HDR060- - -32 CNPV*6024A** 58MEB120- - -20 56,000 11.0 13.5 3465037 38HDR060- - -32 CNPV*6024A** 58PH*135- - -20 56,000 11.0 13.5 3465051 38HDR060- - -32 CSPH*6012A** 58CV(A,X)110- - -20 56,000 11.0 13.5 3465052 38HDR060- - -32 CSPH*6012A** 58CV(A,X)135- - -22 56,000 11.0 13.5 3465053 38HDR060- - -32 CSPH*6012A** 58CV(A,X)155- - -22 56,000 11.0 13.5 3465057 38HDR060- - -32 CSPH*6012A** 58MEB080- - -16 56,000 11.0 13.2 3465058 38HDR060- - -32 CSPH*6012A** 58MEB100- - -20 56,000 11.0 13.5 3465059 38HDR060- - -32 CSPH*6012A** 58MEB120- - -20 56,000 11.0 13.5 3465050 38HDR060- - -32 CSPH*6012A** 58MV(B,C)120- - -20 56,000 11.0 13.2 3465054 38HDR060- - -32 CSPH*6012A** 58PH*090- - -16 56,000 11.0 13.5 3465055 38HDR060- - -32 CSPH*6012A** 58PH*110- - -20 56,000 11.0 13.5 3465056 38HDR060- - -32 CSPH*6012A** 58PH*135- - -20 56,000 11.0 13.5 3465049 38HDR060- - -32 CSPH*6012A**+TDR 57,000 11.0 13.0 3465062 38HDR060- - -32 FE4ANB006+UI 57,500 11.0 13.5
3465063 38HDR060- - -32 FV4BNB006 57,500 11.0 13.5
3465061 38HDR060- - -32 FX4CN(B,F)060 57,500 11.0 13.5
3465060 38HDR060- - -32 FY4ANB060 57,000 11.0 13.0
3465064 38HDR060- - -52 †CNPV*6024A**+TDR 57,000 11.0 13.0 3465811 38HDR060- - -52 40QAC060- - -3 56,000 11.0 13.0 3465066 38HDR060- - -52 CAP**6021A** 58CV(A,X)110- - -20 56,000 11.0 13.2 3465069 38HDR060- - -52 CAP**6021A** 58MEB100- - -20 56,000 11.0 13.5 3465067 38HDR060- - -52 CAP**6021A** 58PH*090- - -16 56,000 11.0 13.2 3465068 38HDR060- - -52 CAP**6021A** 58PH*110- - -20 56,000 11.0 13.5 3465065 38HDR060- - -52 CAP**6021A**+TDR 57,000 11.0 13.0 3465071 38HDR060- - -52 CAP**6024A** 58CV(A,X)135- - -22 56,000 11.0 13.5 3465072 38HDR060- - -52 CAP**6024A** 58CV(A,X)155- - -22 56,000 11.0 13.5 3465074 38HDR060- - -52 CAP**6024A** 58MEB120- - -20 56,000 11.0 13.5 3465073 38HDR060- - -52 CAP**6024A** 58PH*135- - -20 56,000 11.0 13.5 3465070 38HDR060- - -52 CAP**6024A**+TDR 57,000 11.0 13.0 3465080 38HDR060- - -52 CNPH*6024A** 58CV(A,X)110- - -20 56,000 11.0 13.2 3465081 38HDR060- - -52 CNPH*6024A** 58CV(A,X)135- - -22 56,000 11.0 13.5 3465082 38HDR060- - -52 CNPH*6024A** 58CV(A,X)155- - -22 56,000 11.0 13.5 3465086 38HDR060- - -52 CNPH*6024A** 58MEB080- - -16 56,000 11.0 13.2 3465087 38HDR060- - -52 CNPH*6024A** 58MEB100- - -20 56,000 11.0 13.5 3465088 38HDR060- - -52 CNPH*6024A** 58MEB120- - -20 56,000 11.0 13.5 3465083 38HDR060- - -52 CNPH*6024A** 58PH*090- - -16 56,000 11.0 13.2 3465084 38HDR060- - -52 CNPH*6024A** 58PH*110- - -20 56,000 11.0 13.5 3465085 38HDR060- - -52 CNPH*6024A** 58PH*135- - -20 56,000 11.0 13.5 3465079 38HDR060- - -52 CNPH*6024A**+TDR 57,000 11.0 13.0 3465075 38HDR060- - -52 CNPV*6024A** 58CV(A,X)135- - -22 56,000 11.0 13.5 3465076 38HDR060- - -52 CNPV*6024A** 58CV(A,X)155- - -22 56,000 11.0 13.5 3465078 38HDR060- - -52 CNPV*6024A** 58MEB120- - -20 56,000 11.0 13.5 3465077 38HDR060- - -52 CNPV*6024A** 58PH*135- - -20 56,000 11.0 13.5 3465091 38HDR060- - -52 CSPH*6012A** 58CV(A,X)110- - -20 56,000 11.0 13.5 3465092 38HDR060- - -52 CSPH*6012A** 58CV(A,X)135- - -22 56,000 11.0 13.5 3465093 38HDR060- - -52 CSPH*6012A** 58CV(A,X)155- - -22 56,000 11.0 13.5 3465097 38HDR060- - -52 CSPH*6012A** 58MEB080- - -16 56,000 11.0 13.2 3465098 38HDR060- - -52 CSPH*6012A** 58MEB100- - -20 56,000 11.0 13.5 3465099 38HDR060- - -52 CSPH*6012A** 58MEB120- - -20 56,000 11.0 13.5 3465090 38HDR060- - -52 CSPH*6012A** 58MV(B,C)120- - -20 56,000 11.0 13.2 3465094 38HDR060- - -52 CSPH*6012A** 58PH*090- - -16 56,000 11.0 13.5 3465095 38HDR060- - -52 CSPH*6012A** 58PH*110- - -20 56,000 11.0 13.5 3465096 38HDR060- - -52 CSPH*6012A** 58PH*135- - -20 56,000 11.0 13.5 3465089 38HDR060- - -52 CSPH*6012A**+TDR 57,000 11.0 13.0 3465102 38HDR060- - -52 FE4ANB006+UI 57,500 11.0 13.5
3465103 38HDR060- - -52 FV4BNB006 57,500 11.0 13.5
3465101 38HDR060- - -52 FX4CN(B,F)060 57,500 11.0 13.5
3465100 38HDR060- - -52 FY4ANB060 57,000 11.0 13.0
3465104 38HDR060- - -62 †CNPV*6024A**+TDR 57,000 11.0 13.0 3465812 38HDR060- - -62 40QAC060- - -3 56,000 11.0 13.0 3465106 38HDR060- - -62 CAP**6021A** 58CV(A,X)110- - -20 56,000 11.0 13.2 3465109 38HDR060- - -62 CAP**6021A** 58MEB100- - -20 56,000 11.0 13.5 See notes on page 26
38HDR
26 COMBINATION RATINGS (CONT.)
ARI Ref. No. Model Number Indoor Model Furnace Model Capacity EER SEER 3465107 38HDR060- - -62 CAP**6021A** 58PH*090- - -16 56,000 11.0 13.2 3465108 38HDR060- - -62 CAP**6021A** 58PH*110- - -20 56,000 11.0 13.5 3465105 38HDR060- - -62 CAP**6021A**+TDR 57,000 11.0 13.0 3465111 38HDR060- - -62 CAP**6024A** 58CV(A,X)135- - -22 56,000 11.0 13.5 3465112 38HDR060- - -62 CAP**6024A** 58CV(A,X)155- - -22 56,000 11.0 13.5 3465114 38HDR060- - -62 CAP**6024A** 58MEB120- - -20 56,000 11.0 13.5 3465113 38HDR060- - -62 CAP**6024A** 58PH*135- - -20 56,000 11.0 13.5 3465110 38HDR060- - -62 CAP**6024A**+TDR 57,000 11.0 13.0 3465120 38HDR060- - -62 CNPH*6024A** 58CV(A,X)110- - -20 56,000 11.0 13.2 3465121 38HDR060- - -62 CNPH*6024A** 58CV(A,X)135- - -22 56,000 11.0 13.5 3465122 38HDR060- - -62 CNPH*6024A** 58CV(A,X)155- - -22 56,000 11.0 13.5 3465126 38HDR060- - -62 CNPH*6024A** 58MEB080- - -16 56,000 11.0 13.2 3465127 38HDR060- - -62 CNPH*6024A** 58MEB100- - -20 56,000 11.0 13.5 3465128 38HDR060- - -62 CNPH*6024A** 58MEB120- - -20 56,000 11.0 13.5 3465123 38HDR060- - -62 CNPH*6024A** 58PH*090- - -16 56,000 11.0 13.2 3465124 38HDR060- - -62 CNPH*6024A** 58PH*110- - -20 56,000 11.0 13.5 3465125 38HDR060- - -62 CNPH*6024A** 58PH*135- - -20 56,000 11.0 13.5 3465119 38HDR060- - -62 CNPH*6024A**+TDR 57,000 11.0 13.0 3465115 38HDR060- - -62 CNPV*6024A** 58CV(A,X)135- - -22 56,000 11.0 13.5 3465116 38HDR060- - -62 CNPV*6024A** 58CV(A,X)155- - -22 56,000 11.0 13.5 3465118 38HDR060- - -62 CNPV*6024A** 58MEB120- - -20 56,000 11.0 13.5 3465117 38HDR060- - -62 CNPV*6024A** 58PH*135- - -20 56,000 11.0 13.5 3465131 38HDR060- - -62 CSPH*6012A** 58CV(A,X)110- - -20 56,000 11.0 13.5 3465132 38HDR060- - -62 CSPH*6012A** 58CV(A,X)135- - -22 56,000 11.0 13.5 3465133 38HDR060- - -62 CSPH*6012A** 58CV(A,X)155- - -22 56,000 11.0 13.5 3465137 38HDR060- - -62 CSPH*6012A** 58MEB080- - -16 56,000 11.0 13.2 3465138 38HDR060- - -62 CSPH*6012A** 58MEB100- - -20 56,000 11.0 13.5 3465139 38HDR060- - -62 CSPH*6012A** 58MEB120- - -20 56,000 11.0 13.5 3465130 38HDR060- - -62 CSPH*6012A** 58MV(B,C)120- - -20 56,000 11.0 13.2 3465134 38HDR060- - -62 CSPH*6012A** 58PH*090- - -16 56,000 11.0 13.5 3465135 38HDR060- - -62 CSPH*6012A** 58PH*110- - -20 56,000 11.0 13.5 3465136 38HDR060- - -62 CSPH*6012A** 58PH*135- - -20 56,000 11.0 13.5 3465129 38HDR060- - -62 CSPH*6012A**+TDR 57,000 11.0 13.0 3465142 38HDR060- - -62 FE4ANB006+UI 57,500 11.0 13.5
3465143 38HDR060- - -62 FV4BNB006 57,500 11.0 13.5
3465141 38HDR060- - -62 FX4CN(B,F)060 57,500 11.0 13.5
3465140 38HDR060- - -62 FY4ANB060 57,000 11.0 13.0
{ T ested combination
EER — Energy Efficiency Ratio
SEER — Seasonal Energy Efficiency Ratio
TDR — Time- - -Delay Relay. In most cases, only 1 method should be used to achieve TDR function. Using more than 1 method in a system may cause degradation in performance. Use either the accessory Time- - -Delay Rel ay KAATD0101TDR or a furnace equipped with TDR. Most Carrier furnaces are equipped with TDR.

TXV — Thermostatic Expansion Valve
NOTES:

1. Ratings are net values reflecting the effects of circulating fan motor heat. Supplemental electric heat is not included.

2. T ested outdoor/indoor combinations have been tested in accordance wi th DOE test procedures for central air conditioners. Ratings for other combinations are determined under DOE computer simulation procedures.

3. Determine actual CFM values obtainable for your system by referring to fan performance data in fan coil or furnace coil literature.

4. Do not apply with capillary tube coils as performance and reliability are significantly affected. 38HDR
27 DETAILED COOLING CAPACITIES*
EVAPORATOR AIR CONDENSER ENTERING AIR TEMPERATURES _F( _C) 75 (23.9) 85 (29.4) 95 (35) 105 (40.6) 115 (46.1) 125 (51.7)

CFM EWB
°F( °C )
Capacity MBtuh† To t a l
System
KW**
Capacity MBtuh† To t a l
System
KW**
Capacity MBtuh† To t a l
System
KW**
Capacity MBtuh† To t a l
System
KW**
Capacity MBtuh† To t a l
System
KW**
Capacity MBtuh† To t a l
System
KW**To t a l Sens‡ To t a l Sens‡ To t a l Sens‡ To t a l Sens‡ To t a l Sens‡ To t a l Sens‡ 38HDR018 Outdoor Section With CNPV*1814A** Indoor Section 525
72 (22.2) 20.28 9.40 1.22 19.31 9.07 1.36 18.30 8.73 1.52 17.26 8.38 1.69 16.14 8.01 1.87 14.90 7.61 2.07 67(19.4) 18.53 11.50 1.22 17.65 11.17 1.36 16.72 10.82 1.52 15.76 10.47 1.69 14.72 10.09 1.87 13.59 9.69 2.07 62 (16.7) 16.93 13.58 1.23 16.13 13.24 1.37 15.29 12.89 1.52 14.43 12.52 1.69 13.57 13.57 1.87 12.71 12.71 2.07 57 (13.9) 16.35 16.35 1.23 15.72 15.72 1.37 15.05 15.05 1.52 14.34 14.34 1.69 13.57 13.57 1.87 12.71 12.71 2.07 600
72(22.2) 20.65 9.87 1.25 19.63 9.53 1.39 18.59 9.18 1.54 17.50 8.83 1.71 16.34 8.46 1.90 15.05 8.05 2.10 67(19.4) 18.90 12.25 1.25 17.97 11.91 1.39 17.00 11.56 1.55 16.00 11.20 1.72 14.93 10.82 1.90 13.75 10.41 2.10 62 (16.7) 17.33 14.61 1.25 16.51 14.26 1.39 15.67 15.61 1.55 14.91 14.91 1.72 14.08 14.08 1.90 13.16 13.16 2.10 57 (13.9) 17.07 17.07 1.25 16.39 16.39 1.39 15.67 15.67 1.55 14.91 14.91 1.72 14.08 14.08 1.90 13.16 13.16 2.10 675
72 (22.2) 20.91 10.30 1.27 19.86 9.96 1.41 18.78 9.61 1.57 17.67 9.26 1.74 16.47 8.88 1.93 15.15 8.46 2.13 67 (19.4) 19.16 12.97 1.27 18.20 12.62 1.42 17.20 12.27 1.57 16.18 11.90 1.74 15.07 11.52 1.93 13.87 11.09 2.13 62 (16.7) 17.70 17.52 1.28 16.94 16.94 1.42 16.17 16.17 1.57 15.37 15.37 1.74 14.49 14.49 1.93 13.52 13.52 2.13 57(13.9) 17.67 17.67 1.28 16.94 16.94 1.42 16.17 16.17 1.57 15.37 15.37 1.74 14.49 14.49 1.93 13.52 13.52 2.13

COOLING INDOOR

MODEL CAPACITY POWER FURNACE MODEL
*CNPV*1814A** 1.00 1.00
40QAC(Q)024- - - 3 1.06 1.01
CAP**1814A** 1.00 1.01
CAP**2414A** 1.02 1.02
CAP**2417A** 1.02 1.02
CNPF*2418A** 1.02 1.02
CNPH*2417A** 1.02 1.02
CNPV*2414A** 1.02 1.02
CNPV*2417A** 1.02 1.02
CSPH*2412A** 1.02 1.02
FE4ANF002 1.02 0.98
FF1ENP018 1.00 1.05
FF1ENP024 1.02 1.07
FV4BNF002 1.02 0.99
FX4CNF018 1.00 0.96
FX4CNF024 1.02 0.98
FY4ANF018 1.00 1.05
FY4ANF024 1.02 1.07
CAP**1814A** 1.00 0.96 58CV(A,X)070- - - 12
CAP**2414A** 1.02 0.98 58CV(A,X)070- - - 12
CNPH*2417A** 1.02 0.98 58CV(A,X)070- - - 12
CNPV*1814A** 0.10 0.10 58CV(A,X)070- - - 12
CNPV*2414A** 1.02 0.98 58CV(A,X)070- - - 12
CSPH*2412A** 1.02 0.98 58CV(A,X)070- - - 12
CAP**2417A** 1.02 0.98 58CV(A,X)090- - - 16
CNPH*2417A** 1.02 0.98 58CV(A,X)090- - - 16
CNPV*2417A** 1.02 0.98 58CV(A,X)090- - - 16
CSPH*2412A** 1.02 0.98 58CV(A,X)090- - - 16
CAP**2417A** 1.02 0.94 58MEB040- - - 12
CNPH*2417A** 1.02 0.94 58MEB040- - - 12
CNPV*2417A** 1.02 0.94 58MEB040- - - 12
CSPH*2412A** 1.02 0.94 58MEB040- - - 12
CAP**2417A** 1.02 0.94 58MEB060- - - 12
CNPH*2417A** 1.02 0.94 58MEB060- - - 12
CNPV*2417A** 1.02 0.94 58MEB060- - - 12
CSPH*2412A** 1.02 0.94 58MEB060- - - 12
CAP**2417A** 1.02 0.98 58MV(B,C)060- - - 14
CNPH*2417A** 1.02 0.98 58MV(B,C)060- - - 14
CNPV*2417A** 1.02 0.98 58MV(B,C)060- - - 14
CSPH*2412A** 1.02 0.98 58MV(B,C)060- - - 14
CNPH*2417A** 1.02 0.98 58MV(B,C)080- - - 14

COOLING INDOOR

MODEL CAPACITY POWER FURNACE MODEL
CSPH*2412A** 1.02 0.98 58MV(B,C)080- - - 14
CNPH*2417A** 1.02 0.98 58MVB040- - - 14
CSPH*2412A** 1.02 0.98 58MVB040- - - 14
CAP**1814A** 0.10 0.10 58PH*045- - - 08
CAP**2414A** 1.02 0.94 58PH*045- - - 08
CNPH*2417A** 1.02 0.94 58PH*045- - - 08
CNPV*1814A** 1.00 0.96 58PH*045- - - 08
CNPV*2414A** 1.02 0.94 58PH*045- - - 08
CSPH*2412A** 1.02 0.94 58PH*045- - - 08
See notes on pg. 34
38HDR
28 DETAILED COOLING CAPACITIES* (CONT.)
EVAPORATOR AIR CONDENSER ENTERING AIR TEMPERATURES _F( _C) 75 (23.9) 85 (29.4) 95 (35) 105 (40.6) 115 (46.1) 125 (51.7)

CFM EWB
°F( °C )
Capacity MBtuh† To t a l
System
KW**
Capacity MBtuh† To t a l
System
KW**
Capacity MBtuh† To t a l
System
KW**
Capacity MBtuh† To t a l
System
KW**
Capacity MBtuh† To t a l
System
KW**
Capacity MBtuh† To t a l
System
KW**To t a l Sens‡ To t a l Sens‡ To t a l Sens‡ To t a l Sens‡ To t a l Sens‡ To t a l Sens‡ 38HDR024 Outdoor Section With CNPV*2414A** Indoor Section 700
72 (22.2) 28.11 13.59 1.69 26.70 13.09 1.89 25.17 12.55 2.10 23.54 11.98 2.33 21.76 11.38 2.58 19.78 10.71 2.84 67(19.4) 25.68 16.61 1.68 24.41 16.11 1.87 23.04 15.58 2.09 21.58 15.02 2.32 19.98 14.42 2.57 18.21 13.77 2.83 62 (16.7) 23.47 19.61 1.67 22.34 19.11 1.86 21.13 18.58 2.08 19.86 18.01 2.31 18.57 18.57 2.55 17.23 17.23 2.82 57 (13.9) 22.67 22.67 1.67 21.77 21.77 1.86 20.81 20.81 2.07 19.75 19.75 2.31 18.57 18.57 2.55 17.23 17.23 2.82 800
72(22.2) 28.62 14.25 1.73 27.14 13.73 1.93 25.53 13.18 2.14 23.83 12.61 2.37 21.98 11.99 2.62 19.92 11.32 2.88 67(19.4) 26.18 17.67 1.72 24.84 17.16 1.91 23.40 16.61 2.13 21.88 16.05 2.36 20.22 15.43 2.61 18.38 14.76 2.87 62 (16.7) 24.02 21.07 1.71 22.85 20.54 1.90 21.63 21.51 2.12 20.48 20.48 2.35 19.20 19.20 2.60 17.75 17.75 2.86 57 (13.9) 23.64 23.64 1.71 22.68 22.68 1.90 21.62 21.62 2.12 20.48 20.48 2.35 19.20 19.20 2.60 17.75 17.75 2.86 900
72 (22.2) 28.99 14.87 1.77 27.45 14.34 1.96 25.78 13.78 2.18 24.03 13.20 2.41 22.12 12.57 2.66 20.00 11.89 2.92 67 (19.4) 26.54 18.68 1.76 25.15 18.16 1.95 23.66 17.61 2.17 22.09 17.03 2.40 20.38 16.40 2.65 18.50 15.71 2.91 62 (16.7) 24.51 22.41 1.75 23.41 23.41 1.94 22.28 22.28 2.16 21.06 21.06 2.39 19.70 19.70 2.64 18.15 18.15 2.91 57(13.9) 24.45 24.45 1.75 23.41 23.41 1.94 22.28 22.28 2.16 21.06 21.06 2.39 19.70 19.70 2.64 18.15 18.15 2.91

COOLING INDOOR

MODEL CAPACITY POWER FURNACE MODEL
*CNPV*2414A** 1.00 1.00
40QAC024- - - 3 0.97 0.93
CAP**2414A** 1.00 1.00
CAP**2417A** 1.00 1.00
CAP**3014A** 1.01 1.01
CAP**3017A** 1.01 1.01
CNPF*2418A** 1.00 1.00
CNPH*2417A** 1.00 1.00
CNPH*3017A** 1.01 1.01
CNPV*2417A** 1.00 1.00
CNPV*3014A** 1.01 1.01
CNPV*3017A** 1.01 1.01
CSPH*2412A** 1.00 1.00
CSPH*3012A** 1.01 1.01
FE4AN(B,F)003 1.02 0.93
FE4ANF002 1.01 0.92
FE5ANB004 1.03 0.94
FF1ENP024 0.97 0.97
FF1ENP025 1.00 0.96
FF1ENP030 0.98 0.98
FF1ENP031 1.01 0.96
FF1ENP037 1.02 0.97
FV4BN(B,F)003 1.02 0.93
FV4BNF002 1.01 0.92
FV4CN(B,F)003 1.02 0.93
FV4CNF002 1.01 0.92
FX4CNF024 1.00 0.96
FX4CNF030 1.02 0.97
FY4ANF024 0.99 0.99
FY4ANF030 1.01 1.01
CAP**2414A** 1.00 0.96 58CV(A,X)070- - - 12
CAP**3014A** 1.00 0.96 58CV(A,X)070- - - 12
CNPH*2417A** 1.00 0.96 58CV(A,X)070- - - 12
CNPH*3017A** 1.00 0.96 58CV(A,X)070- - - 12
CNPV*2414A** 1.00 0.96 58CV(A,X)070- - - 12
CNPV*3014A** 1.00 0.96 58CV(A,X)070- - - 12
CSPH*2412A** 1.00 0.96 58CV(A,X)070- - - 12
CSPH*3012A** 1.01 0.96 58CV(A,X)070- - - 12
CAP**2417A** 1.00 0.96 58CV(A,X)090- - - 16
CAP**3017A** 1.01 0.96 58CV(A,X)090- - - 16
CNPH*2417A** 1.00 0.96 58CV(A,X)090- - - 16
CNPH*3017A** 1.01 0.96 58CV(A,X)090- - - 16

COOLING INDOOR

MODEL CAPACITY POWER FURNACE MODEL
CNPV*2417A** 1.00 0.96 58CV(A,X)090- - - 16
CNPV*3017A** 1.01 0.96 58CV(A,X)090- - - 16
CSPH*2412A** 1.00 0.96 58CV(A,X)090- - - 16
CSPH*3012A** 1.01 0.96 58CV(A,X)090- - - 16
CNPH*2417A** 1.00 0.96 58CV(A,X)110- - - 20
CNPH*3017A** 1.01 0.96 58CV(A,X)110- - - 20
CSPH*2412A** 1.00 0.96 58CV(A,X)110- - - 20
CSPH*3012A** 1.01 0.96 58CV(A,X)110- - - 20
CNPH*2417A** 1.00 0.96 58CV(A,X)135- - - 22
CNPH*3017A** 1.01 0.96 58CV(A,X)135- - - 22
CSPH*2412A** 1.00 0.96 58CV(A,X)135- - - 22
CSPH*3012A** 1.01 0.96 58CV(A,X)135- - - 22
CNPH*2417A** 1.00 0.96 58CV(A,X)155- - - 22
CNPH*3017A** 1.01 0.96 58CV(A,X)155- - - 22
CSPH*2412A** 1.00 0.96 58CV(A,X)155- - - 22
CSPH*3012A** 1.01 0.96 58CV(A,X)155- - - 22
CAP**2417A** 1.00 0.92 58MEB040- - - 12
CAP**3017A** 1.01 0.92 58MEB040- - - 12
CNPH*2417A** 1.00 0.92 58MEB040- - - 12
CNPH*3017A** 1.01 0.92 58MEB040- - - 12
CNPV*2417A** 1.00 0.92 58MEB040- - - 12
CNPV*3017A** 1.01 0.92 58MEB040- - - 12
CSPH*2412A** 1.00 0.92 58MEB040- - - 12
CSPH*3012A** 1.01 0.92 58MEB040- - - 12
CAP**2417A** 1.00 0.92 58MEB060- - - 12
CAP**3017A** 1.01 0.92 58MEB060- - - 12
CNPH*2417A** 1.00 0.92 58MEB060- - - 12
CNPH*3017A** 1.01 0.92 58MEB060- - - 12
CNPV*2417A** 1.00 0.92 58MEB060- - - 12
CNPV*3017A** 1.01 0.92 58MEB060- - - 12
CSPH*2412A** 1.00 0.92 58MEB060- - - 12
CSPH*3012A** 1.01 0.92 58MEB060- - - 12
CAP**2417A** 1.00 0.92 58MEB080- - - 12
CAP**3017A** 1.01 0.92 58MEB080- - - 12
CNPH*2417A** 1.00 0.92 58MEB080- - - 12
CNPH*3017A** 1.01 0.92 58MEB080- - - 12
CNPV*2417A** 1.00 0.92 58MEB080- - - 12
CNPV*3017A** 1.01 0.92 58MEB080- - - 12
CSPH*2412A** 1.00 0.92 58MEB080- - - 12
CSPH*3012A** 1.01 0.92 58MEB080- - - 12
CAP**2417A** 1.00 0.96 58MV(B,C)060- - - 14
CAP**3017A** 1.01 0.96 58MV(B,C)060- - - 14

COOLING INDOOR

MODEL CAPACITY POWER FURNACE MODEL
CNPH*2417A** 1.00 0.96 58MV(B,C)060- - - 14
CNPH*3017A** 1.01 0.96 58MV(B,C)060- - - 14
CNPV*2417A** 1.00 0.96 58MV(B,C)060- - - 14
CNPV*3017A** 1.01 0.96 58MV(B,C)060- - - 14
CSPH*2412A** 1.00 0.96 58MV(B,C)060- - - 14
CSPH*3012A** 1.01 0.96 58MV(B,C)060- - - 14
CNPH*2417A** 1.00 0.96 58MV(B,C)080- - - 14
CNPH*3017A** 1.00 0.96 58MV(B,C)080- - - 14
CSPH*2412A** 1.00 0.96 58MV(B,C)080- - - 14
CSPH*3012A** 1.01 0.96 58MV(B,C)080- - - 14
CNPH*2417A** 0.99 0.95 58MV(B,C)080- - - 20
CNPH*3017A** 1.00 0.96 58MV(B,C)080- - - 20
CSPH*2412A** 1.00 0.96 58MV(B,C)080- - - 20
CSPH*3012A** 1.00 0.96 58MV(B,C)080- - - 20
CNPH*2417A** 1.00 0.96 58MV(B,C)100- - - 20
CNPH*3017A** 1.01 0.96 58MV(B,C)100- - - 20
CSPH*2412A** 1.00 0.96 58MV(B,C)100- - - 20
CSPH*3012A** 1.01 0.96 58MV(B,C)100- - - 20
CNPH*2417A** 1.00 0.96 58MV(B,C)120- - - 20
CNPH*3017A** 1.01 0.96 58MV(B,C)120- - - 20
CSPH*2412A** 1.00 0.96 58MV(B,C)120- - - 20
CSPH*3012A** 1.01 0.96 58MV(B,C)120- - - 20
CNPH*2417A** 1.00 0.96 58MVB040- - - 14
CNPH*3017A** 1.01 0.96 58MVB040- - - 14
CSPH*2412A** 1.00 0.96 58MVB040- - - 14
CSPH*3012A** 1.01 0.96 58MVB040- - - 14
CAP**2414A** 1.00 0.96 58PH*045- - - 08
CAP**3014A** 1.01 0.92 58PH*045- - - 08
CNPH*2417A** 1.00 0.96 58PH*045- - - 08
CNPH*3017A** 1.01 0.92 58PH*045- - - 08
CNPV*2414A** 1.00 0.96 58PH*045- - - 08
CNPV*3014A** 1.01 0.96 58PH*045- - - 08
CSPH*2412A** 1.00 0.96 58PH*045- - - 08
CSPH*3012A** 1.01 0.92 58PH*045- - - 08
See notes on pg. 34
38HDR
29 DETAILED COOLING CAPACITIES* (CONT.)
EVAPORATOR AIR CONDENSER ENTERING AIR TEMPERATURES _F( _C) 75 (23.9) 85 (29.4) 95 (35) 105 (40.6) 115 (46.1) 125 (51.7)

CFM EWB
°F( °C )
Capacity MBtuh† To t a l
System
KW**
Capacity MBtuh† To t a l
System
KW**
Capacity MBtuh† To t a l
System
KW**
Capacity MBtuh† To t a l
System
KW**
Capacity MBtuh† To t a l
System
KW**
Capacity MBtuh† To t a l
System
KW**To t a l Sens‡ To t a l Sens‡ To t a l Sens‡ To t a l Sens‡ To t a l Sens‡ To t a l Sens‡ 38HDR030 Outdoor Section With CNPV*3014A** Indoor Section 875
72 (22.2) 33.74 16.03 2.06 32.29 15.52 2.29 30.76 14.99 2.54 29.12 14.43 2.81 27.36 13.84 3.11 25.42 13.19 3.44 67(19.4) 30.65 19.58 2.06 29.32 19.06 2.29 27.90 18.51 2.54 26.39 17.94 2.81 24.76 17.34 3.11 22.97 16.69 3.43 62 (16.7) 28.07 23.01 2.07 26.73 22.59 2.29 25.47 22.03 2.54 24.10 21.45 2.81 22.76 22.72 3.11 21.45 21.45 3.43 57 (13.9) 27.14 27.14 2.07 26.16 26.16 2.29 25.11 25.11 2.53 24.01 24.01 2.80 22.78 22.78 3.11 21.43 21.43 3.43 1000
72(22.2) 34.29 16.79 2.11 32.87 16.29 2.34 31.28 15.69 2.58 29.58 15.18 2.86 27.57 14.54 3.17 25.64 13.91 3.49 67(19.4) 31.27 20.81 2.11 29.84 20.29 2.34 28.40 19.75 2.58 26.82 19.17 2.86 24.99 18.52 3.16 23.21 17.87 3.49 62 (16.7) 28.72 24.92 2.11 27.38 24.26 2.34 26.11 26.11 2.58 24.94 24.94 2.85 23.54 23.54 3.16 22.22 22.22 3.48 57 (13.9) 28.28 28.28 2.11 27.23 27.23 2.34 26.13 26.13 2.58 24.94 24.94 2.85 23.54 23.54 3.16 22.22 22.22 3.48 1125
72 (22.2) 34.76 17.52 2.16 33.30 17.00 2.39 31.65 16.46 2.63 29.90 15.89 2.91 28.03 15.27 3.21 25.95 14.60 3.53 67 (19.4) 31.86 21.48 2.16 30.25 21.46 2.38 28.76 20.92 2.63 27.14 20.32 2.90 25.39 19.69 3.21 23.44 18.98 3.54 62 (16.7) 29.27 29.04 2.16 28.12 28.12 2.38 26.98 26.98 2.63 25.71 25.71 2.90 24.35 24.35 3.20 22.84 22.84 3.53 57(13.9) 29.23 29.23 2.16 28.13 28.13 2.38 26.99 26.99 2.63 25.71 25.71 2.90 24.23 24.23 3.21 22.85 22.85 3.53

COOLING INDOOR

MODEL CAPACITY POWER FURNACE MODEL
*CNPV*3014A** 1.00 1.00
CAP**3014A** 1.00 1.00
CAP**3017A** 1.00 1.00
CAP**3614A** 1.02 1.02
CAP**3617A** 1.02 1.02
CAP**3621A** 1.02 1.02
CNPF*3618A** 1.02 1.02
CNPH*3017A** 1.00 1.00
CNPH*3617A** 1.02 1.02
CNPV*3017A** 1.00 1.00
CNPV*3617A** 1.02 1.02
CNPV*3621A** 1.02 1.02
CSPH*3012A** 1.00 1.00
CSPH*3612A** 1.02 1.02
40QAC(Q)036- - - 3 1.04 1.06
FE4AN(B,F)003 1.02 0.98
FE4AN(B,F)005 1.04 0.91
FE4ANF002 1.02 0.98
FE5ANB004 1.00 0.88
FF1ENP030 1.00 1.00
FF1ENP036 1.02 1.02
FV4BN(B,F)003 1.03 0.98
FV4BN(B,F)005 1.04 0.99
FV4BNF002 1.02 0.98
FX4CN(B,F)036 1.02 0.98
FX4CNF030 1.00 0.96
FY4ANF030 1.00 1.00
FY4ANF036 1.02 1.02
CAP**3014A** 1.00 0.96 58CV(A,X)070- - - 12
CAP**3614A** 1.02 0.98 58CV(A,X)070- - - 12
CNPH*3017A** 1.00 0.96 58CV(A,X)070- - - 12
CNPH*3617A** 1.02 0.98 58CV(A,X)070- - - 12
CNPV*3014A** 1.02 0.98 58CV(A,X)070- - - 12
CSPH*3012A** 1.00 0.96 58CV(A,X)070- - - 12
CSPH*3612A** 1.02 0.98 58CV(A,X)070- - - 12
CAP**3017A** 1.00 0.96 58CV(A,X)090- - - 16
CAP**3617A** 1.02 0.98 58CV(A,X)090- - - 16
CNPH*3017A** 1.00 0.96 58CV(A,X)090- - - 16
CNPH*3617A** 1.02 0.98 58CV(A,X)090- - - 16
CNPV*3017A** 1.00 0.96 58CV(A,X)090- - - 16
CNPV*3617A** 1.02 0.98 58CV(A,X)090- - - 16
CSPH*3012A** 1.00 0.96 58CV(A,X)090- - - 16

COOLING INDOOR

MODEL CAPACITY POWER FURNACE MODEL
CSPH*3612A** 1.02 0.98 58CV(A,X)090- - - 16
CAP**3621A** 1.02 0.98 58CV(A,X)110- - - 20
CNPH*3017A** 1.00 0.96 58CV(A,X)110- - - 20
CNPH*3617A** 1.02 0.98 58CV(A,X)110- - - 20
CNPV*3621A** 1.02 0.98 58CV(A,X)110- - - 20
CSPH*3012A** 1.00 0.96 58CV(A,X)110- - - 20
CSPH*3612A** 1.02 0.98 58CV(A,X)110- - - 20
CNPH*3017A** 1.00 0.96 58CV(A,X)135- - - 22
CNPH*3617A** 1.02 0.98 58CV(A,X)135- - - 22
CSPH*3012A** 1.00 0.96 58CV(A,X)135- - - 22
CSPH*3612A** 1.02 0.98 58CV(A,X)135- - - 22
CNPH*3017A** 1.00 0.96 58CV(A,X)155- - - 22
CNPH*3617A** 1.02 0.98 58CV(A,X)155- - - 22
CSPH*3012A** 1.00 0.96 58CV(A,X)155- - - 22
CSPH*3612A** 1.02 0.98 58CV(A,X)155- - - 22
CAP**3017A** 1.00 0.92 58MEB040- - - 12
CAP**3617A** 1.02 0.94 58MEB040- - - 12
CNPH*3017A** 1.00 0.92 58MEB040- - - 12
CNPH*3617A** 1.02 0.94 58MEB040- - - 12
CNPV*3017A** 1.00 0.92 58MEB040- - - 12
CNPV*3617A** 1.02 0.94 58MEB040- - - 12
CSPH*3012A** 1.00 0.92 58MEB040- - - 12
CSPH*3612A** 1.02 0.94 58MEB040- - - 12
CAP**3017A** 1.00 0.92 58MEB060- - - 12
CAP**3617A** 1.02 0.94 58MEB060- - - 12
CNPH*3017A** 1.00 0.92 58MEB060- - - 12
CNPH*3617A** 1.02 0.94 58MEB060- - - 12
CNPV*3017A** 1.00 0.92 58MEB060- - - 12
CNPV*3617A** 1.02 0.94 58MEB060- - - 12
CSPH*3012A** 1.00 0.92 58MEB060- - - 12
CSPH*3612A** 1.02 0.94 58MEB060- - - 12
CAP**3017A** 1.00 0.92 58MEB080- - - 12
CAP**3617A** 1.02 0.94 58MEB080- - - 12
CNPH*3017A** 1.00 0.92 58MEB080- - - 12
CNPH*3617A** 1.02 0.94 58MEB080- - - 12
CNPV*3017A** 1.00 0.92 58MEB080- - - 12
CNPV*3617A** 1.02 0.94 58MEB080- - - 12
CSPH*3012A** 1.00 0.92 58MEB080- - - 12
CSPH*3612A** 1.02 0.94 58MEB080- - - 12
CAP**3017A** 1.00 0.92 58MEB080- - - 16
CAP**3617A** 1.02 0.94 58MEB080- - - 16
CNPH*3017A** 1.00 0.92 58MEB080- - - 16

COOLING INDOOR

MODEL CAPACITY POWER FURNACE MODEL
CNPH*3617A** 1.02 0.94 58MEB080- - - 16
CNPV*3017A** 1.00 0.92 58MEB080- - - 16
CNPV*3617A** 1.02 0.94 58MEB080- - - 16
CSPH*3012A** 1.00 0.92 58MEB080- - - 16
CSPH*3612A** 1.02 0.94 58MEB080- - - 16
CAP**3017A** 1.00 0.96 58MV(B,C)060- - - 14
CAP**3617A** 1.02 0.98 58MV(B,C)060- - - 14
CNPH*3017A** 1.00 0.96 58MV(B,C)060- - - 14
CNPH*3617A** 1.02 0.98 58MV(B,C)060- - - 14
CNPV*3017A** 1.00 0.96 58MV(B,C)060- - - 14
CNPV*3617A** 1.02 0.98 58MV(B,C)060- - - 14
CSPH*3012A** 1.00 0.96 58MV(B,C)060- - - 14
CSPH*3612A** 1.02 0.98 58MV(B,C)060- - - 14
CAP**3621A** 1.02 0.98 58MV(B,C)080- - - 14
CNPH*3017A** 1.00 0.96 58MV(B,C)080- - - 14
CNPH*3617A** 1.02 0.98 58MV(B,C)080- - - 14
CNPV*3621A** 1.02 0.98 58MV(B,C)080- - - 14
CSPH*3012A** 1.00 0.96 58MV(B,C)080- - - 14
CSPH*3612A** 1.02 0.98 58MV(B,C)080- - - 14
CAP**3621A** 1.02 0.98 58MV(B,C)080- - - 20
CNPH*3017A** 1.00 0.96 58MV(B,C)080- - - 20
CNPH*3617A** 1.02 0.98 58MV(B,C)080- - - 20
CNPV*3621A** 1.02 0.98 58MV(B,C)080- - - 20
CSPH*3012A** 1.00 0.96 58MV(B,C)080- - - 20
CSPH*3612A** 1.02 0.98 58MV(B,C)080- - - 20
CAP**3621A** 1.02 0.98 58MV(B,C)100- - - 20
CNPH*3017A** 1.00 0.96 58MV(B,C)100- - - 20
CNPH*3617A** 1.02 0.98 58MV(B,C)100- - - 20
CNPV*3621A** 1.02 0.98 58MV(B,C)100- - - 20
CSPH*3012A** 1.00 0.96 58MV(B,C)100- - - 20
CSPH*3612A** 1.02 0.98 58MV(B,C)100- - - 20
CNPH*3017A** 1.00 0.96 58MV(B,C)120- - - 20
CNPH*3617A** 1.02 0.98 58MV(B,C)120- - - 20
CSPH*3012A** 1.00 0.96 58MV(B,C)120- - - 20
CSPH*3612A** 1.02 0.98 58MV(B,C)120- - - 20
CNPH*3617A** 1.02 0.98 58MVB040- - - 14
CSPH*3012A** 1.00 0.96 58MVB040- - - 14
CSPH*3612A** 1.02 0.98 58MVB040- - - 14
CAP**3017A** 1.00 0.96 58PH*070- - - 16
CAP**3617A** 1.02 0.94 58PH*070- - - 16
CNPH*3017A** 1.00 0.96 58PH*070- - - 16
CNPH*3617A** 1.02 0.94 58PH*070- - - 16
38HDR
30 DETAILED COOLING CAPACITIES* (CONT.)
38HDR030 Outdoor Section With CNPV*3014A** Indoor Section

COOLING INDOOR

MODEL CAPACITY POWER FURNACE MODEL
CNPV*3017A** 1.00 0.96 58PH*070- - - 16
CNPV*3617A** 1.02 0.94 58PH*070- - - 16
CSPH*3012A** 1.00 0.96 58PH*070- - - 16
CSPH*3612A** 1.02 0.94 58PH*070- - - 16
CAP**3621A** 1.02 0.94 58PH*090- - - 16
CNPH*3017A** 1.00 0.96 58PH*090- - - 16
CNPH*3617A** 1.02 0.94 58PH*090- - - 16
CNPV*3621A** 1.02 0.94 58PH*090- - - 16
CSPH*3012A** 1.00 0.96 58PH*090- - - 16
CSPH*3612A** 1.02 0.94 58PH*090- - - 16
See notes on pg. 34
38HDR
31 DETAILED COOLING CAPACITIES* (CONT.)
EVAPORATOR AIR CONDENSER ENTERING AIR TEMPERATURES _F( _C) 75 (23.9) 85 (29.4) 95 (35) 105 (40.6) 115 (46.1) 125 (51.7)

CFM EWB
°F( °C )
Capacity MBtuh† To t a l
System
KW**
Capacity MBtuh† To t a l
System
KW**
Capacity MBtuh† To t a l
System
KW**
Capacity MBtuh† To t a l
System
KW**
Capacity MBtuh† To t a l
System
KW**
Capacity MBtuh† To t a l
System
KW**To t a l Sens‡ To t a l Sens‡ To t a l Sens‡ To t a l Sens‡ To t a l Sens‡ To t a l Sens‡ 38HDR036 Outdoor Section With CNPV*4221A** Indoor Section 1050
72 (22.2) 39.85 18.85 2.42 38.03 18.23 2.68 36.08 17.58 2.98 33.99 16.89 3.30 31.72 16.14 3.65 29.20 15.33 4.03 67(19.4) 36.33 23.19 2.42 34.67 22.57 2.68 32.91 21.91 2.98 31.02 21.23 3.30 28.99 20.49 3.65 26.73 19.69 4.04 62 (16.7) 33.23 27.51 2.42 31.75 26.88 2.68 30.20 26.20 2.98 28.60 28.45 3.30 27.06 27.06 3.65 25.34 25.34 4.03 57 (13.9) 32.46 32.46 2.42 31.26 31.26 2.68 29.98 29.98 2.98 28.59 28.59 3.30 27.06 27.06 3.65 25.34 25.34 4.03 1200
72(22.2) 40.51 19.77 2.48 38.61 19.14 2.74 36.57 18.47 3.04 34.40 17.77 3.36 32.04 17.01 3.71 29.42 16.18 4.09 67(19.4) 36.97 24.67 2.48 35.23 24.04 2.74 33.40 23.38 3.04 31.45 22.68 3.36 29.33 21.93 3.71 27.00 21.10 4.09 62 (16.7) 34.01 29.52 2.48 32.53 32.23 2.74 31.11 31.11 3.04 29.61 29.61 3.36 27.97 27.97 3.71 26.12 26.12 4.09 57 (13.9) 33.78 33.78 2.48 32.49 32.49 2.74 31.11 31.11 3.04 29.62 29.62 3.36 27.97 27.97 3.71 26.12 26.12 4.09 1350
72 (22.2) 40.99 20.64 2.54 39.02 19.99 2.80 36.91 19.31 3.09 34.67 18.60 3.42 32.24 17.83 3.77 29.54 16.99 4.15 67 (19.4) 37.43 26.09 2.54 35.65 25.45 2.80 33.76 24.78 3.10 31.75 24.06 3.42 29.58 23.29 3.77 27.20 22.42 4.15 62 (16.7) 34.86 34.86 2.54 33.49 33.49 2.80 32.02 32.02 3.10 30.44 30.44 3.42 28.70 28.70 3.77 26.73 26.73 4.15 57(13.9) 34.86 34.86 2.54 33.49 33.49 2.80 32.03 32.03 3.10 30.44 30.44 3.42 28.70 28.70 3.77 26.73 26.73 4.15

COOLING INDOOR

MODEL CAPACITY POWER FURNACE MODEL
*CNPV*4221A** 1.00 1.00
40QAC(Q)036- - - 3 0.96 0.92
CAP**3614A** 0.98 0.98
CAP**3617A** 0.99 0.99
CAP**3621A** 0.99 0.99
CAP**4221A** 1.00 1.00
CAP**4224A** 1.00 1.00
CNPF*3618A** 0.99 0.99
CNPH*3617A** 0.99 0.99
CNPH*4221A** 1.00 1.00
CNPV*3617A** 0.99 0.99
CNPV*3621A** 0.99 0.99
CNPV*4217A** 0.99 0.99
CSPH*3612A** 0.99 0.99
CSPH*4212A** 1.00 1.00
FE4AN(B,F)003 0.99 0.95
FE4AN(B,F)005 1.00 0.88
FE4ANB006 1.00 0.88
FE4ANF002 0.99 0.95
FE5ANB004 1.04 0.91
FF1ENP036 0.99 0.99
FV4BN(B,F)003 0.99 0.91
FV4BN(B,F)005 1.02 0.93
FV4BNB006 1.00 0.88
FV4BNF002 0.99 0.95
FX4CN(B,F)036 0.99 0.95
FX4CN(B,F)042 1.00 0.96
FY4ANF036 0.99 0.99
FY4ANF042 1.00 1.00
CAP**3614A** 0.98 0.93 58CV(A,X)070- - - 12
CNPH*3617A** 0.99 0.95 58CV(A,X)070- - - 12
CNPH*4221A** 1.00 0.96 58CV(A,X)070- - - 12
CSPH*3612A** 0.99 0.95 58CV(A,X)070- - - 12
CSPH*4212A** 1.00 0.96 58CV(A,X)070- - - 12
CAP**3617A** 0.99 0.95 58CV(A,X)090- - - 16
CNPH*3617A** 0.99 0.95 58CV(A,X)090- - - 16
CNPH*4221A** 1.00 0.96 58CV(A,X)090- - - 16
CNPV*3617A** 0.99 0.95 58CV(A,X)090- - - 16
CNPV*4217A** 1.00 0.92 58CV(A,X)090- - - 16
CSPH*3612A** 0.99 0.95 58CV(A,X)090- - - 16
CSPH*4212A** 1.00 0.96 58CV(A,X)090- - - 16
CAP**3621A** 0.99 0.95 58CV(A,X)110- - - 20

COOLING INDOOR

MODEL CAPACITY POWER FURNACE MODEL
CAP**4221A** 1.00 0.96 58CV(A,X)110- - - 20
CNPH*3617A** 0.99 0.95 58CV(A,X)110- - - 20
CNPH*4221A** 1.00 0.96 58CV(A,X)110- - - 20
CNPV*3621A** 0.99 0.95 58CV(A,X)110- - - 20
CNPV*4221A** 1.00 0.96 58CV(A,X)110- - - 20
CSPH*3612A** 0.99 0.95 58CV(A,X)110- - - 20
CSPH*4212A** 1.00 0.96 58CV(A,X)110- - - 20
CAP**4224A** 1.00 0.96 58CV(A,X)135- - - 22
CNPH*3617A** 0.99 0.95 58CV(A,X)135- - - 22
CNPH*4221A** 1.00 0.96 58CV(A,X)135- - - 22
CSPH*3612A** 0.99 0.95 58CV(A,X)135- - - 22
CSPH*4212A** 1.00 0.96 58CV(A,X)135- - - 22
CAP**4224A** 1.00 0.96 58CV(A,X)155- - - 22
CNPH*3617A** 0.99 0.95 58CV(A,X)155- - - 22
CNPH*4221A** 1.00 0.96 58CV(A,X)155- - - 22
CSPH*3612A** 0.99 0.95 58CV(A,X)155- - - 22
CSPH*4212A** 1.00 0.96 58CV(A,X)155- - - 22
CAP**3617A** 0.99 0.91 58MEB040- - - 12
CNPH*3617A** 0.99 0.91 58MEB040- - - 12
CNPH*4221A** 1.00 0.92 58MEB040- - - 12
CNPV*3617A** 0.10 0.09 58MEB040- - - 12
CNPV*4217A** 1.00 0.92 58MEB040- - - 12
CSPH*3612A** 0.99 0.91 58MEB040- - - 12
CSPH*4212A** 1.00 0.92 58MEB040- - - 12
CAP**3617A** 0.99 0.91 58MEB060- - - 12
CNPH*3617A** 0.99 0.91 58MEB060- - - 12
CNPH*4221A** 1.02 0.93 58MEB060- - - 12
CNPV*3617A** 0.99 0.91 58MEB060- - - 12
CNPV*4217A** 1.00 0.92 58MEB060- - - 12
CSPH*3612A** 0.99 0.91 58MEB060- - - 12
CSPH*4212A** 1.00 0.92 58MEB060- - - 12
CAP**3617A** 0.99 0.91 58MEB080- - - 12
CNPH*3617A** 0.99 0.91 58MEB080- - - 12
CNPH*4221A** 1.00 0.92 58MEB080- - - 12
CNPV*3617A** 0.99 0.91 58MEB080- - - 12
CNPV*4217A** 1.00 0.92 58MEB080- - - 12
CSPH*3612A** 0.99 0.91 58MEB080- - - 12
CSPH*4212A** 1.00 0.92 58MEB080- - - 12
CAP**3617A** 0.99 0.91 58MEB080- - - 16
CNPH*3617A** 0.99 0.91 58MEB080- - - 16
CNPH*4221A** 1.00 0.92 58MEB080- - - 16
CNPV*3617A** 0.99 0.91 58MEB080- - - 16

COOLING INDOOR

MODEL CAPACITY POWER FURNACE MODEL
CNPV*4217A** 1.00 0.92 58MEB080- - - 16
CSPH*3612A** 0.99 0.91 58MEB080- - - 16
CSPH*4212A** 1.00 0.92 58MEB080- - - 16
CAP**3621A** 0.99 0.91 58MEB100- - - 20
CAP**4221A** 1.00 0.92 58MEB100- - - 20
CNPH*3617A** 0.99 0.91 58MEB100- - - 20
CNPH*4221A** 1.00 0.92 58MEB100- - - 20
CNPV*3621A** 0.99 0.91 58MEB100- - - 20
CNPV*4221A** 1.00 0.92 58MEB100- - - 20
CSPH*3612A** 0.99 0.91 58MEB100- - - 20
CSPH*4212A** 1.00 0.92 58MEB100- - - 20
CAP**3617A** 0.99 0.95 58MV(B,C)060- - - 14
CNPH*3617A** 0.99 0.95 58MV(B,C)060- - - 14
CNPH*4221A** 1.00 0.96 58MV(B,C)060- - - 14
CNPV*3617A** 0.99 0.95 58MV(B,C)060- - - 14
CNPV*4217A** 1.00 0.92 58MV(B,C)060- - - 14
CSPH*3612A** 0.99 0.95 58MV(B,C)060- - - 14
CSPH*4212A** 1.00 0.96 58MV(B,C)060- - - 14
CAP**3621A** 0.99 0.95 58MV(B,C)080- - - 14
CAP**4221A** 1.00 0.96 58MV(B,C)080- - - 14
CNPH*3617A** 0.99 0.95 58MV(B,C)080- - - 14
CNPH*4221A** 1.00 0.96 58MV(B,C)080- - - 14
CNPV*3621A** 0.99 0.95 58MV(B,C)080- - - 14
CNPV*4221A** 1.00 0.96 58MV(B,C)080- - - 14
CSPH*3612A** 0.99 0.95 58MV(B,C)080- - - 14
CSPH*4212A** 1.00 0.96 58MV(B,C)080- - - 14
CAP**3621A** 0.99 0.95 58MV(B,C)080- - - 20
CAP**4221A** 1.00 0.96 58MV(B,C)080- - - 20
CNPH*3617A** 0.99 0.95 58MV(B,C)080- - - 20
CNPH*4221A** 1.00 0.96 58MV(B,C)080- - - 20
CNPV*3621A** 0.99 0.95 58MV(B,C)080- - - 20
CNPV*4221A** 1.00 0.96 58MV(B,C)080- - - 20
CSPH*3612A** 0.99 0.95 58MV(B,C)080- - - 20
CSPH*4212A** 1.00 0.96 58MV(B,C)080- - - 20
CAP**3621A** 0.99 0.95 58MV(B,C)100- - - 20
CAP**4221A** 1.00 0.96 58MV(B,C)100- - - 20
CNPH*3617A** 0.99 0.95 58MV(B,C)100- - - 20
CNPH*4221A** 1.00 0.96 58MV(B,C)100- - - 20
CNPV*3621A** 0.99 0.95 58MV(B,C)100- - - 20
CNPV*4221A** 1.00 0.96 58MV(B,C)100- - - 20
CSPH*3612A** 0.99 0.95 58MV(B,C)100- - - 20
CSPH*4212A** 1.00 0.96 58MV(B,C)100- - - 20
38HDR
32 DETAILED COOLING CAPACITIES* (CONT.)
38HDR036 Outdoor Section With CNPV*4221A** Indoor Section

COOLING INDOOR

MODEL CAPACITY POWER FURNACE MODEL
CAP**4224A** 1.00 0.96 58MV(B,C)120- - - 20
CNPH*3617A** 0.99 0.95 58MV(B,C)120- - - 20
CNPH*4221A** 1.00 0.96 58MV(B,C)120- - - 20
CSPH*3612A** 0.99 0.95 58MV(B,C)120- - - 20
CSPH*4212A** 1.00 0.96 58MV(B,C)120- - - 20
CAP**4224A** 1.00 0.96 58MVB040- - - 14
CNPH*3617A** 0.99 0.95 58MVB040- - - 14
CNPH*4221A** 1.00 0.96 58MVB040- - - 14
CSPH*3612A** 0.99 0.95 58MVB040- - - 14
CSPH*4212A** 1.00 0.96 58MVB040- - - 14
CAP**3614A** 0.99 0.95 58PH*045- - - 08
CNPH*3617A** 0.99 0.95 58PH*045- - - 08
CNPH*4221A** 1.00 0.96 58PH*045- - - 08
CSPH*3612A** 0.99 0.95 58PH*045- - - 08
CSPH*4212A** 1.00 0.96 58PH*045- - - 08
CAP**3617A** 0.99 0.95 58PH*070- - - 16
CNPH*3617A** 0.99 0.95 58PH*070- - - 16
CNPH*4221A** 1.00 0.96 58PH*070- - - 16
CNPV*3617A** 0.99 0.95 58PH*070- - - 16
CNPV*4217A** 1.00 0.92 58PH*070- - - 16
CSPH*3612A** 0.99 0.95 58PH*070- - - 16
CSPH*4212A** 1.00 0.96 58PH*070- - - 16
CAP**3621A** 0.99 0.91 58PH*090- - - 16
CAP**4221A** 1.00 0.92 58PH*090- - - 16
CNPH*3617A** 0.99 0.91 58PH*090- - - 16
CNPH*4221A** 1.00 0.92 58PH*090- - - 16
CNPV*3621A** 0.99 0.91 58PH*090- - - 16
CNPV*4221A** 1.00 0.92 58PH*090- - - 16
CSPH*3612A** 0.99 0.91 58PH*090- - - 16
CSPH*4212A** 1.00 0.92 58PH*090- - - 16
CAP**3621A** 0.99 0.91 58PH*110- - - 20
CAP**4221A** 1.02 0.93 58PH*110- - - 20
CNPH*3617A** 0.99 0.91 58PH*110- - - 20
CNPH*4221A** 1.02 0.93 58PH*110- - - 20
CNPV*3621A** 0.99 0.91 58PH*110- - - 20
CNPV*4221A** 1.00 0.92 58PH*110- - - 20
CSPH*3612A** 0.99 0.91 58PH*110- - - 20
CSPH*4212A** 1.00 0.92 58PH*110- - - 20
See notes on pg. 34
38HDR
33 DETAILED COOLING CAPACITIES* (CONT.)
EVAPORATOR AIR CONDENSER ENTERING AIR TEMPERATURES _F( _C) 75 (23.9) 85 (29.4) 95 (35) 105 (40.6) 115 (46.1) 125 (51.7)

CFM EWB
°F( °C )
Capacity MBtuh† To t a l
System
KW**
Capacity MBtuh† To t a l
System
KW**
Capacity MBtuh† To t a l
System
KW**
Capacity MBtuh† To t a l
System
KW**
Capacity MBtuh† To t a l
System
KW**
Capacity MBtuh† To t a l
System
KW**To t a l Sens‡ To t a l Sens‡ To t a l Sens‡ To t a l Sens‡ To t a l Sens‡ To t a l Sens‡ 38HDR048 Outdoor Section With CNPV*4821A** Indoor Section 1460
72 (22.2) 57.22 27.09 3.31 54.16 26.03 3.74 50.83 24.90 4.20 47.23 23.69 4.69 43.24 22.38 5.21 38.87 20.99 5.76 67(19.4) 52.21 33.21 3.33 49.49 32.17 3.76 46.57 31.08 4.22 43.40 29.91 4.71 39.95 28.66 5.23 36.03 27.26 5.77 62 (16.7) 47.74 39.31 3.35 45.37 38.29 3.78 42.88 37.19 4.23 40.25 39.91 4.72 37.64 37.64 5.23 34.63 34.63 5.78 57 (13.9) 46.44 46.44 3.36 44.53 44.53 3.78 42.48 42.48 4.23 40.21 40.21 4.72 37.65 37.65 5.23 34.63 34.63 5.78 1650
72(22.2) 58.13 28.26 3.37 54.91 27.17 3.81 51.42 26.01 4.27 47.67 24.78 4.76 43.52 23.45 5.28 39.26 22.10 5.84 67(19.4) 53.07 35.09 3.40 50.21 34.03 3.83 47.16 32.91 4.29 43.87 31.73 4.78 40.28 30.44 5.30 36.23 28.99 5.85 62 (16.7) 48.75 41.89 3.42 46.32 40.79 3.85 43.85 43.85 4.30 41.42 41.42 4.79 38.64 38.64 5.31 35.37 35.37 5.85 57 (13.9) 48.17 48.17 3.43 46.11 46.11 3.85 43.88 43.88 4.30 41.42 41.42 4.79 38.64 38.64 5.31 35.37 35.37 5.85 1850
72 (22.2) 58.83 29.41 3.45 55.48 28.31 3.88 51.86 27.12 4.35 47.97 25.87 4.84 43.73 24.52 5.36 39.89 23.26 5.92 67 (19.4) 53.74 36.97 3.48 50.78 35.90 3.91 47.62 34.76 4.37 44.22 33.55 4.86 40.51 32.22 5.38 36.39 30.70 5.93 62 (16.7) 49.74 44.35 3.50 47.48 47.48 3.92 45.09 45.09 4.38 42.44 42.44 4.87 39.46 39.46 5.38 35.96 35.96 5.93 57(13.9) 49.69 49.69 3.50 47.49 47.49 3.92 45.09 45.09 4.38 42.45 42.45 4.87 39.46 39.46 5.38 35.97 35.97 5.93

COOLING INDOOR

MODEL CAPACITY POWER FURNACE MODEL
*CNPV*4821A** 1.00 1.00
40QAC048- - - 3 0.97 0.93
CAP**4817A** 0.99 0.99
CAP**4821A** 1.00 1.00
CAP**4824A** 1.00 1.00
CAP**6021A** 1.01 1.01
CAP**6024A** 1.01 1.01
CNPF*4818A** 0.98 0.98
CNPH*4821A** 1.00 1.00
CNPH*6024A** 1.01 1.01
CNPV*4824A** 1.00 1.00
CNPV*6024A** 1.01 1.01
CSPH*4812A** 1.00 1.00
CSPH*6012A** 1.01 1.01
FE4AN(B,F)005 1.00 0.96
FE4ANB006 1.01 0.97
FV4BN(B,F)005 1.00 0.96
FV4BNB006 1.01 0.97
FX4CN(B,F)048 1.00 0.96
FX4CN(B,F)060 1.01 0.97
FY4ANB060 1.01 1.01
FY4ANF048 1.00 1.00
CAP**4817A** 0.99 0.95 58CV(A,X)090- - - 16
CNPH*4821A** 0.99 0.95 58CV(A,X)090- - - 16
CNPH*6024A** 1.00 0.96 58CV(A,X)090- - - 16
CSPH*4812A** 0.99 0.95 58CV(A,X)090- - - 16
CSPH*6012A** 1.00 0.96 58CV(A,X)090- - - 16
CAP**4821A** 0.99 0.95 58CV(A,X)110- - - 20
CAP**6021A** 1.00 0.96 58CV(A,X)110- - - 20
CNPH*4821A** 0.99 0.95 58CV(A,X)110- - - 20
CNPH*6024A** 1.00 0.96 58CV(A,X)110- - - 20
CNPV*4821A** 0.99 0.95 58CV(A,X)110- - - 20
CSPH*4812A** 0.99 0.95 58CV(A,X)110- - - 20
CSPH*6012A** 1.00 0.96 58CV(A,X)110- - - 20
CAP**4824A** 0.99 0.95 58CV(A,X)135- - - 22
CAP**6024A** 1.00 0.96 58CV(A,X)135- - - 22
CNPH*4821A** 0.99 0.95 58CV(A,X)135- - - 22
CNPH*6024A** 1.00 0.96 58CV(A,X)135- - - 22
CNPV*4824A** 0.99 0.95 58CV(A,X)135- - - 22
CNPV*6024A** 1.00 0.96 58CV(A,X)135- - - 22
CSPH*4812A** 0.99 0.95 58CV(A,X)135- - - 22
CSPH*6012A** 1.00 0.96 58CV(A,X)135- - - 22

COOLING INDOOR

MODEL CAPACITY POWER FURNACE MODEL
CAP**4824A** 0.99 0.95 58CV(A,X)155- - - 22
CAP**6024A** 1.00 0.96 58CV(A,X)155- - - 22
CNPH*4821A** 0.99 0.95 58CV(A,X)155- - - 22
CNPH*6024A** 1.00 0.96 58CV(A,X)155- - - 22
CNPV*4824A** 0.99 0.95 58CV(A,X)155- - - 22
CNPV*6024A** 1.00 0.96 58CV(A,X)155- - - 22
CSPH*4812A** 0.99 0.95 58CV(A,X)155- - - 22
CSPH*6012A** 1.00 0.96 58CV(A,X)155- - - 22
CAP**4817A** 0.99 0.95 58MEB080- - - 16
CNPH*4821A** 0.99 0.95 58MEB080- - - 16
CNPH*6024A** 1.00 0.96 58MEB080- - - 16
CSPH*4812A** 0.99 0.95 58MEB080- - - 16
CSPH*6012A** 1.00 0.92 58MEB080- - - 16
CAP**4821A** 0.99 0.95 58MEB100- - - 20
CAP**6021A** 1.00 0.92 58MEB100- - - 20
CNPH*4821A** 0.99 0.95 58MEB100- - - 20
CNPH*6024A** 1.00 0.92 58MEB100- - - 20
CNPV*4821A** 0.99 0.95 58MEB100- - - 20
CSPH*4812A** 0.99 0.95 58MEB100- - - 20
CSPH*6012A** 1.00 0.92 58MEB100- - - 20
CAP**4824A** 0.99 0.95 58MEB120- - - 20
CAP**6024A** 1.00 0.92 58MEB120- - - 20
CNPH*4821A** 0.99 0.95 58MEB120- - - 20
CNPH*6024A** 1.00 0.92 58MEB120- - - 20
CNPV*4824A** 0.99 0.95 58MEB120- - - 20
CNPV*6024A** 1.00 0.92 58MEB120- - - 20
CSPH*4812A** 0.99 0.95 58MEB120- - - 20
CSPH*6012A** 1.00 0.92 58MEB120- - - 20
CAP**4821A** 0.98 0.94 58MV(B,C)080- - - 20
CAP**6021A** 1.00 0.96 58MV(B,C)080- - - 20
CNPH*4821A** 0.99 0.95 58MV(B,C)080- - - 20
CNPH*6024A** 1.00 0.96 58MV(B,C)080- - - 20
CNPV*4821A** 0.99 0.95 58MV(B,C)080- - - 20
CSPH*4812A** 0.99 0.95 58MV(B,C)080- - - 20
CSPH*6012A** 1.00 0.96 58MV(B,C)080- - - 20
CAP**4821A** 0.99 0.95 58MV(B,C)100- - - 20
CAP**6021A** 1.00 0.96 58MV(B,C)100- - - 20
CNPH*4821A** 0.99 0.95 58MV(B,C)100- - - 20
CNPH*6024A** 1.00 0.96 58MV(B,C)100- - - 20
CNPV*4821A** 0.99 0.95 58MV(B,C)100- - - 20
CSPH*4812A** 0.99 0.95 58MV(B,C)100- - - 20
CSPH*6012A** 1.00 0.96 58MV(B,C)100- - - 20

COOLING INDOOR

MODEL CAPACITY POWER FURNACE MODEL
CAP**4824A** 0.99 0.95 58MV(B,C)120- - - 20
CAP**6024A** 1.00 0.96 58MV(B,C)120- - - 20
CNPH*4821A** 0.99 0.95 58MV(B,C)120- - - 20
CNPH*6024A** 1.00 0.96 58MV(B,C)120- - - 20
CNPV*4824A** 0.99 0.95 58MV(B,C)120- - - 20
CNPV*6024A** 1.00 0.96 58MV(B,C)120- - - 20
CSPH*4812A** 0.99 0.95 58MV(B,C)120- - - 20
CSPH*6012A** 1.00 0.96 58MV(B,C)120- - - 20
CAP**4817A** 0.99 0.95 58PH*070- - - 16
CAP**4821A** 0.99 0.95 58PH*090- - - 16
CAP**6021A** 1.00 0.92 58PH*090- - - 16
CNPH*4821A** 0.99 0.95 58PH*090- - - 16
CNPH*6024A** 1.00 0.92 58PH*090- - - 16
CNPV*4821A** 0.99 0.95 58PH*090- - - 16
CSPH*4812A** 0.99 0.95 58PH*090- - - 16
CSPH*6012A** 1.00 0.92 58PH*090- - - 16
CAP**4821A** 0.99 0.95 58PH*110- - - 20
CAP**6021A** 1.00 0.92 58PH*110- - - 20
CNPH*4821A** 0.99 0.95 58PH*110- - - 20
CNPH*6024A** 1.00 0.92 58PH*110- - - 20
CNPV*4821A** 0.99 0.95 58PH*110- - - 20
CSPH*4812A** 0.99 0.95 58PH*110- - - 20
CSPH*6012A** 1.00 0.92 58PH*110- - - 20
CAP**4824A** 0.99 0.95 58PH*135- - - 20
CAP**6024A** 1.00 0.92 58PH*135- - - 20
CNPH*4821A** 0.99 0.95 58PH*135- - - 20
CNPH*6024A** 1.00 0.92 58PH*135- - - 20
CNPV*4824A** 0.99 0.95 58PH*135- - - 20
CNPV*6024A** 1.00 0.92 58PH*135- - - 20
CSPH*4812A** 0.99 0.95 58PH*135- - - 20
CSPH*6012A** 1.00 0.92 58PH*135- - - 20
See notes on pg. 34
38HDR
34 DETAILED COOLING CAPACITIES** (CONT.)
EVAPORATOR AIR CONDENSER ENTERING AIR TEMPERATURES _F( _C) 75 (23.9) 85 (29.4) 95 (35) 105 (40.6) 115 (46.1) 125 (51.7)

CFM EWB
°F( °C )
Capacity MBtuh† To t a l
System
KW**
Capacity MBtuh† To t a l
System
KW**
Capacity MBtuh† To t a l
System
KW**
Capacity MBtuh† To t a l
System
KW**
Capacity MBtuh† To t a l
System
KW**
Capacity MBtuh† To t a l
System
KW**To t a l Sens‡ To t a l Sens‡ To t a l Sens‡ To t a l Sens‡ To t a l Sens‡ To t a l Sens‡ 38HDR060 Outdoor Section With CNPV*6024A** Indoor Section 1750
72 (22.2) 68.88 33.36 4.20 65.13 32.05 4.64 60.97 30.62 5.12 56.47 29.10 5.64 51.66 27.52 6.20 46.31 25.80 6.80 67(19.4) 63.28 41.18 4.15 59.98 39.91 4.59 56.34 38.52 5.08 52.38 37.05 5.60 48.00 35.44 6.17 43.23 33.69 6.77 62 (16.7) 58.24 48.95 4.11 55.37 47.69 4.55 52.27 46.30 5.04 48.91 48.85 5.57 45.63 45.63 6.15 41.69 41.69 6.76 57 (13.9) 56.77 56.77 4.09 54.45 54.45 4.54 51.86 51.86 5.03 48.95 48.95 5.57 45.63 45.63 6.15 41.69 41.69 6.76 2000
72(22.2) 69.89 34.93 4.31 65.94 33.59 4.75 61.58 32.12 5.23 56.96 30.59 5.74 52.01 29.02 6.31 47.30 27.45 6.92 67(19.4) 64.28 43.75 4.26 60.81 42.45 4.70 57.00 41.04 5.18 52.88 39.53 5.71 48.32 37.86 6.27 43.82 36.17 6.88 62 (16.7) 59.48 52.47 4.22 56.55 51.08 4.66 53.58 53.58 5.15 50.40 50.40 5.68 46.78 46.78 6.26 42.62 42.62 6.87 57 (13.9) 58.96 58.96 4.21 56.42 56.42 4.66 53.58 53.58 5.15 50.40 50.40 5.68 46.78 46.78 6.26 42.60 42.60 6.87 2250
72 (22.2) 70.60 36.41 4.42 66.50 35.04 4.86 61.97 33.55 5.33 57.25 32.02 5.85 52.14 30.44 6.41 48.41 29.01 7.04 67 (19.4) 65.01 46.21 4.37 61.41 44.89 4.81 57.46 43.44 5.29 53.20 41.88 5.81 48.56 40.17 6.37 44.28 38.42 6.99 62 (16.7) 60.67 60.67 4.33 58.00 58.00 4.78 54.94 54.94 5.26 51.52 51.52 5.79 47.63 47.63 6.36 43.18 43.18 6.98 57(13.9) 60.73 60.73 4.33 58.00 58.00 4.78 54.94 54.94 5.26 51.52 51.52 5.79 47.63 47.63 6.36 43.14 43.14 6.98

COOLING INDOOR

MODEL CAPACITY POWER FURNACE MODEL
*CNPV*6024A** 1.00 1.00
40QAC060- - - 3 0.98 0.98
CAP**6021A** 1.00 1.00
CAP**6024A** 1.00 1.00
CNPH*6024A** 1.00 1.00
CSPH*6012A** 1.00 1.00
FE4ANB006 1.01 1.01
FV4BNB006 1.01 1.01
FX4CN(B,F)060 1.01 1.01
FY4ANB060 1.00 1.00
CAP**6021A** 0.98 0.98 58CV(A,X)110- - - 20
CNPH*6024A** 0.98 0.98 58CV(A,X)110- - - 20
CSPH*6012A** 0.98 0.98 58CV(A,X)110- - - 20
CAP**6024A** 0.98 0.98 58CV(A,X)135- - - 22

COOLING INDOOR

MODEL CAPACITY POWER FURNACE MODEL
CNPH*6024A** 0.98 0.98 58CV(A,X)135- - - 22
CNPV*6024A** 0.98 0.98 58CV(A,X)135- - - 22
CSPH*6012A** 0.98 0.98 58CV(A,X)135- - - 22
CAP**6024A** 0.98 0.98 58CV(A,X)155- - - 22
CNPH*6024A** 0.98 0.98 58CV(A,X)155- - - 22
CNPV*6024A** 0.98 0.98 58CV(A,X)155- - - 22
CSPH*6012A** 0.98 0.98 58CV(A,X)155- - - 22
CNPH*6024A** 0.98 0.98 58MEB080- - - 16
CSPH*6012A** 0.98 0.98 58MEB080- - - 16
CAP**6021A** 0.98 0.98 58MEB100- - - 20
CNPH*6024A** 0.98 0.98 58MEB100- - - 20
CSPH*6012A** 0.98 0.98 58MEB100- - - 20
CAP**6024A** 0.98 0.98 58MEB120- - - 20
CNPH*6024A** 0.98 0.98 58MEB120- - - 20

COOLING INDOOR

MODEL CAPACITY POWER FURNACE MODEL
CNPV*6024A** 0.98 0.98 58MEB120- - - 20
CSPH*6012A** 0.98 0.98 58MEB120- - - 20
CSPH*6012A** 0.98 0.98 58MV(B,C)120- - - 20
CAP**6021A** 0.98 0.98 58PH*090- - - 16
CNPH*6024A** 0.98 0.98 58PH*090- - - 16
CSPH*6012A** 0.98 0.98 58PH*090- - - 16
CAP**6021A** 0.98 0.98 58PH*110- - - 20
CNPH*6024A** 0.98 0.98 58PH*110- - - 20
CSPH*6012A** 0.98 0.98 58PH*110- - - 20
CAP**6024A** 0.98 0.98 58PH*135- - - 20
CNPH*6024A** 0.98 0.98 58PH*135- - - 20
CNPV*6024A** 0.98 0.98 58PH*135- - - 20
CSPH*6012A** 0.98 0.98 58PH*135- - - 20
NOTE: When the required data fall between the published data, interpolation may be performed. Extrapolation is not an acceptable practice. * Detailed cooling capacities are based on indoor and outdoor unit at the same elevation per the latest edition of AHRI standard 210/240. If additional tubing length and/or indoor unit is located above outdoor unit, a slight variation in capacity may occur.
{ Total and sensible capacities are net capacities. Blower motor heat has been subtracted. } Sensible capacities shown are based on 80° F (27° C) entering air at the indoor coil. For sensible capacities at other than 80° F (27° C), deduct 835 Btuh (245 kW) per 1000 CFM (480 L/S) of indoor coil air for each degree below 80° F (27° C), or add 835 Btuh (245 kW) per 1000 CFM (480 L/S) of indoor coil air per deg ree above 80° F (27° C).

When the required data fall between the published data, interpolation may be performed. ** Total system kW is total of indoor and outdoor unit kilowatts. 38HDR
35 CONDENSER ONLY RATINGS*
SST
°F( °C )
CONDENSER ENTERING AIR TEMPERATURES ° F (° C)
55 (12.8) 65 (18.3) 75 (23.9) 85 (29.4) 95 (35) 105 (40.6) 115 (46.1) 125 (51.7) 38HDR018 - - - 31
30 ( - - - 1.6)
TCG 16.20 15.30 14.30 13.40 12.40 11.40 10.30 9.20
SDT 67.40 77.00 86.50 96.00 105.50 114.90 124.40 133.70 KW 0.86 0.98 1.11 1.26 1.42 1.59 1.77 1.96
35 (1.7)
TCG 17.90 16.90 15.90 14.80 13.80 12.70 11.60 10.40
SDT 68.50 78.00 87.50 97.00 106.40 115.80 125.20 134.50 KW 0.86 0.98 1.11 1.26 1.42 1.59 1.78 1.98
40 (4.4)
TCG 19.70 18.60 17.50 16.40 15.20 14.10 12.90 11.60
SDT 69.70 79.10 88.60 98.00 107.40 116.80 126.10 135.30 KW 0.85 0.97 1.11 1.26 1.42 1.60 1.79 1.99
45 (7.2)
TCG 21.60 20.40 19.20 18.00 16.80 15.50 14.20 12.80
SDT 70.90 80.30 89.70 99.00 108.40 117.70 127.00 136.10 KW 0.85 0.97 1.11 1.26 1.42 1.60 1.79 2.00
50 (10)
TCG 23.60 22.30 21.10 19.70 18.40 17.00 15.60 14.10
SDT 72.20 81.50 90.80 100.10 109.40 118.60 127.80 136.90 KW 0.85 0.97 1.11 1.26 1.42 1.60 1.79 2.00
55 (12.8)
TCG 25.70 24.30 22.90 21.50 20.00 18.60 17.00 15.40
SDT 73.50 82.70 92.00 101.20 110.40 119.60 128.70 137.70 KW 0.85 0.97 1.10 1.25 1.42 1.60 1.79 2.00
38HDR024 - - - 32
30 ( - - - 1.6)
TCG 22.10 20.90 19.60 18.30 16.90 15.50 14.00 12.40
SDT 69.00 78.50 88.00 97.40 106.80 116.10 125.30 134.50 KW 1.08 1.24 1.41 1.60 1.80 2.02 2.25 2.48
35 (1.7)
TCG 24.30 23.00 21.70 20.30 18.80 17.20 15.60 13.80
SDT 70.30 79.80 89.20 98.60 107.90 117.10 126.30 135.40 KW 1.09 1.24 1.42 1.61 1.82 2.04 2.28 2.52
40 (4.4)
TCG 26.80 25.30 23.90 22.30 20.70 19.00 17.20 15.30
SDT 71.70 81.10 90.50 99.80 109.10 118.20 127.30 136.30 KW 1.10 1.26 1.43 1.62 1.83 2.06 2.30 2.55
45 (7.2)
TCG 29.40 27.80 26.20 24.50 22.70 20.90 18.90 16.70
SDT 73.20 82.60 91.90 101.10 110.20 119.30 128.30 137.10 KW 1.11 1.27 1.44 1.64 1.85 2.08 2.32 2.57
50 (10)
TCG 32.10 30.40 28.60 26.80 24.80 22.70 20.50 18.10
SDT 74.80 84.10 93.30 102.40 111.50 120.40 129.20 137.90 KW 1.12 1.28 1.46 1.65 1.86 2.09 2.33 2.59
55 (12.8)
TCG 35.00 33.10 31.20 29.10 26.90 24.60 22.20 19.50
SDT 76.40 85.60 94.70 103.80 112.70 121.50 130.20 138.60 KW 1.13 1.29 1.47 1.66 1.88 2.10 2.35 2.60
38HDR030 - - - 31
30 ( - - - 1.6)
TCG 26.20 24.70 23.20 21.70 20.10 18.40 16.80 15.30
SDT 72.00 82.30 92.90 103.80 115.00 126.90 139.00 148.90 KW 1.30 1.48 1.69 1.92 2.19 2.50 2.84 3.12
35 (1.7)
TCG 28.80 27.30 25.70 24.10 22.40 20.60 18.90 17.40
SDT 73.10 83.50 94.00 104.80 116.10 127.70 139.50 149.30 KW 1.30 1.49 1.69 1.93 2.21 2.52 2.86 3.15
40 (4.4)
TCG 31.70 30.10 28.40 26.60 24.80 23.00 21.20 19.60
SDT 74.30 84.70 95.20 105.90 117.10 128.60 140.00 149.70 KW 1.31 1.49 1.70 1.94 2.22 2.53 2.87 3.18
45 (7.2)
TCG 34.80 33.10 31.20 29.40 27.40 25.50 23.60 21.90
SDT 75.60 85.90 96.40 107.10 118.10 129.40 140.60 150.10 KW 1.31 1.50 1.71 1.95 2.22 2.54 2.88 3.19
50 (10)
TCG 38.20 36.20 34.30 32.30 30.30 28.20 26.20 24.40
SDT 76.90 87.20 97.60 108.20 119.20 130.30 141.10 150.50 KW 1.32 1.50 1.71 1.95 2.23 2.55 2.89 3.20
55 (12.8)
TCG 41.70 39.70 37.60 35.50 33.30 31.10 29.00 27.10
SDT 78.30 88.50 98.90 109.40 120.20 131.20 141.80 150.90 KW 1.32 1.51 1.72 1.96 2.24 2.55 2.89 3.20
38HDR036 - - - 31
30 ( - - - 1.6)
TCG 30.10 28.50 26.80 25.10 23.30 21.50 19.60 17.60
SDT 70.90 80.80 90.90 101.00 111.20 121.60 132.30 143.30 KW 1.50 1.71 1.94 2.20 2.50 2.83 3.19 3.58
35 (1.7)
TCG 33.20 31.50 29.70 27.80 25.90 24.00 21.90 19.90
SDT 72.00 82.00 92.00 102.10 112.30 122.80 133.30 143.80 KW 1.50 1.71 1.95 2.21 2.52 2.85 3.21 3.60
40 (4.4)
TCG 36.50 34.60 32.70 30.70 28.70 26.60 24.40 22.30
SDT 73.30 83.20 93.20 103.20 113.40 123.60 134.10 144.50 KW 1.51 1.72 1.95 2.22 2.52 2.85 3.23 3.63
45 (7.2)
TCG 40.10 38.10 36.00 33.80 31.70 29.40 27.10 24.80
SDT 74.60 84.40 94.40 104.50 113.80 124.50 135.20 145.30 KW 1.51 1.72 1.96 2.23 2.51 2.86 3.26 3.65
50 (10)
TCG 43.90 41.70 39.50 37.10 34.90 32.40 30.00 27.60
SDT 75.90 85.80 95.70 105.90 115.50 125.90 136.20 146.00 KW 1.52 1.73 1.97 2.24 2.54 2.89 3.27 3.66
55 (12.8)
TCG 48.00 45.70 43.30 40.70 38.30 35.70 33.10 30.50
SDT 77.40 87.10 97.00 107.10 116.70 126.80 137.00 146.70 KW 1.53 1.74 1.98 2.25 2.55 2.89 3.28 3.66
See notes on page 38
38HDR
36 CONDENSER ONLY RATINGS* CONTINUED
SST
°F( °C )
CONDENSER ENTERING AIR TEMPERATURES ° F (° C)
55 (12.8) 65 (18.3) 75 (23.9) 85 (29.4) 95 (35) 105 (40.6) 115 (46.1) 125 (51.7) 38HDR048 - - - 32
30 ( - - - 1.6)
TCG 48.40 45.50 42.50 39.50 36.20 32.90 30.60 28.10
SDT 67.90 77.30 86.70 96.00 105.40 114.70 124.30 133.80 KW 2.05 2.39 2.75 3.15 3.56 4.01 4.49 5.00
35 (1.7)
TCG 53.40 50.20 46.90 43.40 39.60 35.70 34.00 25.50
SDT 69.10 78.40 87.80 97.00 106.20 115.40 125.10 133.00 KW 2.02 2.37 2.74 3.14 3.56 4.01 4.51 4.99
40 (4.4)
TCG 58.70 55.10 51.40 47.50 43.10 38.30 33.00 27.10
SDT 70.40 79.60 88.90 98.00 107.10 116.10 124.80 133.40 KW 1.99 2.35 2.72 3.13 3.55 4.01 4.49 4.99
45 (7.2)
TCG 64.30 60.30 56.20 51.60 46.90 41.20 35.20 28.90
SDT 71.80 80.90 90.00 99.10 108.10 116.80 125.40 133.80 KW 1.96 2.32 2.70 3.11 3.54 4.00 4.48 4.99
50 (10)
TCG 70.30 65.80 61.10 55.80 50.40 44.20 37.30 34.60
SDT 73.30 82.30 91.20 100.10 108.90 117.50 125.90 135.30 KW 1.92 2.29 2.68 3.09 3.52 3.98 4.46 5.01
55 (12.8)
TCG 76.50 71.40 66.00 60.30 54.00 47.00 50.70 41.10
SDT 74.80 83.60 92.50 101.20 109.80 118.20 129.40 137.00 KW 1.88 2.25 2.64 3.06 3.49 3.95 4.57 5.05
38HDR060 - - - 32
30 ( - - - 1.6)
TCG 59.30 55.30 50.90 46.20 40.40 37.90 33.80 30.30
SDT 70.10 79.30 88.40 97.40 106.20 115.80 124.90 134.20 KW 2.59 2.93 3.31 3.73 4.19 4.72 5.31 5.90
35 (1.7)
TCG 64.70 60.20 55.50 50.00 43.30 42.40 31.50 33.10
SDT 71.40 80.50 89.50 98.40 106.90 116.90 124.20 134.90 KW 2.62 2.97 3.34 3.76 4.21 4.76 5.25 5.93
40 (4.4)
TCG 69.90 65.30 60.10 53.80 55.90 47.40 31.70 35.60
SDT 72.70 81.70 90.60 99.30 110.10 118.10 124.20 135.50 KW 2.66 3.00 3.38 3.78 4.34 4.81 5.24 5.96
45 (7.2)
TCG 76.00 70.80 64.80 57.40 56.00 54.60 48.50 47.70
SDT 74.10 83.00 91.80 100.20 110.00 119.90 128.60 138.80 KW 2.71 3.04 3.40 3.80 4.32 4.89 5.43 6.08
50 (10)
TCG 82.20 76.70 69.30 70.90 61.80 58.60 30.50 52.10
SDT 75.60 84.40 92.80 103.40 111.40 120.90 123.80 139.80 KW 2.75 3.09 3.42 3.99 4.38 4.93 5.16 6.13
55 (12.8)
TCG 95.20 87.70 88.40 74.60 75.40 53.90 46.10 60.30
SDT 78.80 87.10 97.50 104.30 114.70 119.50 127.70 141.70 KW 2.85 3.13 3.74 3.95 4.56 4.78 5.33 6.25
* AHRI listing applies only to systems shown in Combination Ratings table.

KW - - - Outdoor Unit Kilowatts Only.

SDT - - - Saturated Temperature Leaving Compressor (° F) SST - - - Saturated T emperature Entering Compressor (° F/° C) TCG - - - Gross Cooling Capacity (1000 Btuh)
38HDR
37 GUIDE SPECIFICATIONS

GENERAL
System Description
Outdoor- -mounted, air- -cooled, split- -system air conditioner unit suitable for ground or rooftop installation. Unit consists of a hermetic compressor, an air- -cooled coil, propeller- -type condenser fan, and a control box. Unit will discharge supply air horizontally as shown on contract drawings. Unit will be used in a refrigeration circuit to match up to a packaged fan coil or coil unit.

Quality Assurance
— Unit will be rated in accordance with the latest edition of ARI Standard 210.
— Unit will be certified for capacity and efficiency, and listed in the latest ARI directory.
— Unit construction will comply with latest edition of
ANSI/ ASHRAE and with NEC.
— Unit will be constructed in accordance with UL
standards and will carry the UL label of approval. Unit will have c- -UL approval.
— Unit cabinet will be capable of withstanding Federal
Test
Method Standard No. 141 (Method 6061) 500- -hr salt
spray test.
— Air- -cooled condenser coils will be leak tested and
pressure tested
— Unit constructed in ISO9001 approved fac ility.

Delivery, Storage, and Handling
— Unit will be shipped as single package only and is
stored and handled per unit manufacturer’s
recommendations.

Warranty (for inclusion by specifying engineer)
— U.S. and Canada only.

PRODUCTS
Equipment
— Factory assembled, single piece, air- -cooled air
conditioner unit. Contained within the unit enclosure is all factory wiring, piping, controls, compressor,
refrigerant charge Puron r (R- -410A), and special
features required prior to field start- -up.

Unit Cabinet
— Unit cabinet will be constructed of galvanized steel, bonderized, and coated with a powder coat paint.

Fans
— Condenser fan will be direct- -drive propeller type,
discharging air horizontally.

AIR- -COOLED, SPLIT- -SYSTEM AIR CONDITIONER
38HDR
1- -1/2 TO 5 NOMINAL TONS
— Condenser fan motors will be totally enclosed, 1- -phase type with class B insulation and permanently lubricated bearings. Shafts will be corrosion resistant.
— Fan blades will be statically and dynamically balanced. — Condenser fan openings will be equipped with coated
steel wire safety guards.

Compressor
— Compressor will be hermetically sealed.
— Compressor will be mounted on rubber vibration
isolators.

Condenser Coil
— Condenser coil will be air cooled.
— Coil will be constructed of aluminum fins mechanically bonded to copper tubes which are then cleaned,
dehydrated, and sealed.

Refrigeration Components
— Refrigeration circuit components will include
liquid- -line front- -seating shutoff valve with sweat
connections, vapor- -line front- -seating shutoff valve with sweat connections, system charge of Puron r
(R- -410A) refrigerant, and compressor oil.
— Unit will be equipped with high- -pressure switch, low pressure switch and filter drier for Puron refrigerant.

Operating Characteristics
— The capacity of the unit will meet or exceed _____
Btuh at a suction temperature of _____ _F/_C. The
power consumption at full load will not exceed _____
kW.
— Combination of the unit and the evaporator or fan coil unit will have a total net cooling capacity of _____
Btuh or greater at conditions of _____ CFM entering
air temperature at the evaporator at _____ _F/_Cw e t
bulb and _____ _F/_C dry bulb, and air entering the
unit at _____ _F/_C.
— The system will have a SEER of _____ Btuh/watt or
greater at DOE c onditions.

Electrical Requirements
— Nominal unit electrical characteristics will be _____ v, single phase, 60 hz. The unit will be capable of
satisfactory operation within voltage limits of _____ v to _____ v.
— Nominal unit electrical characteristics will be _____ v, three phase, 60 hz. The unit will be capable of
satisfactory operation within voltage limits of _____ v to _____ v.
— Unit electrical power will be single point connection. — Control circuit will be 24v.

Special Features
— Refer to section of this literature identifying accessories and descriptions for specific features and available
enhancements.
38HDR
38 SYSTEM DESIGN SUMMARY

1. Intended for outdoor installation with free air inlet and outlet. Outdoor fan external static pressure available is less than 0.01- -in. wc.

2. Minimum outdoor operating air temperature without low- -ambient operation accessory is 55 _F (12.8 _C).

3. Maximum outdoor operating air temperature is 125 _F (51.7 _C).

4. For reliable operation, unit should be level in all horizontal planes.

5. For interconnecting refrigerant tube lengths greater than 80 ft (23.4 m) and/or 35 ft (10.7 m) vertical differential, consult Residential Piping and Longline Guideline and Service Manual available from equipment distributor.

6. If any refrigerant tubing is buried, provide a 6 in. (152.4 mm) vertical rise to the valve connections at the unit. Refrigerant tubing lengths up to 36 in. (914.4 mm) may be buried without further consideration. Do not bury refrigerant lines longer than 36 in. (914.4 mm).

7. Use only copper wire for electric connection at unit. Aluminum and clad aluminum are not acceptable for the type of connector provided.

8. Do not apply capillary tube i ndoor coils to these units.

9. Factory- -supplied filter drier must be installed.

Copyright 2009 Carrier Corp. S 7310 W. Morris St. S Indianapolis, IN 46231 Manufacturer reserves the right to change, at any time, specifications and designs without notice and without obligations.

Catalog No: 38HDR- - -4PD
Replaces: 38HDR- - - 3PD
Printed in U.S.A. Edition Date: 06/09
38HDR
Appendix G
Traffic Signal Warrant Study





t +1 213 267 2332 | f +1 213 318 0744
[email protected] | www.gentecsol.com
11900 W Olympic Blvd., Ste 450 | Los Angeles, CA 90064
GTS | General Technologies and Solutions

MEMORANDUM
Date: July 6, 2023 GTS: 210806.07
To: City of Palmdale
From: Rawad Hani, PE, TE
Subject: Traffic Signal Warrant Study for the intersection of E Palmdale Blvd and the proposed access road for the Palmdale Two residential development

This memorandum presents the results of the Traffic Signal Warrant Study carried out by GTS for the intersection of East Palmdale Boulevard and the proposed access road for the Palmdale Two residential development.

As illustrated in the following sections, the analysis of all applicable Traffic Signal Warrants has shown that a traffic signal is not warranted for the initial phase of development (Scenario 1, with one 20-acre parcel developed), but is warranted for Scenario 2, in which both 20-acre parcels at the site are developed.

Introduction
As part of the traffic impact analysis scoping, the City of Palmdale requested GTS to complete a Traffic Control Device Warrant Analysis for the intersection of East Palmdale Boulevard and the proposed access road for the Palmdale Two residential development. GTS carried out an analysis per the California Manual of Uniform Traffic Control Devices (CA-MUTCD) guidelines in order to verify whether a traffic signal is justified and recommended based on meeting the standard guidelines.

Project Location
The Palmdale Two development project proposes to subdivide an approximately 20-acre parcel (currently vacant) into 66 lots for the purpose of constructing 64 single-family residences with 63 accessory dwelling units (ADUs) and 64 junior accessory dwelling units (JADUs), one detention basin, and one common amenities lot. The site is located directly south of East Palmdale Boulevard and east of Hudsonia Street in the City of Palmdale. It is bounded to the east by a vacant parcel, to the west and south by single- family residential development, and to the north by Palmdale Boulevard. The location is shown in Exhibit 1 and labeled “Phase 1”.

Subsequently, it is expected that the adjacent 20-acre parcel to the east of Phase 1 will also be developed with 72 single-family homes, 71 ADUs, and 27 JADUs. This parcel is also currently vacant. It is bounded to the west by vacant land (the Phase 1 site), to the east and south by single-family residential development, and to the north by Palmdale Boulevard. This location is labeled as “Phase 2” in Exhibit 1.

The proposed access road will serve both Phase 1 and Phase 2 once completed. Therefore, this Warrant Study analyzes two scenarios: (A) Phase 1 alone, and (B) Phase 1 and 2. 2 The subject intersection will be a “T” intersection with East Palmdale Boulevard running in the east-west direction and the access road for the proposed development intersecting perpendicularly on the south side of East Palmdale Boulevard.

Exhibit 1. Project Location

Existing Conditions
East Palmdale Boulevard has a street-width of approximately 22 feet and is classified as a minor arterial roadway. It has one travel lane in each direction (eastbound and westbound), separated by a double yellow centerline. Both sides of the roadway have unpaved shoulders and no curb, gutter, or sidewalk.

The posted speed limit is 55 miles per hour. There is vacant land on the north side of the road and a mix of residential developments and large vacant parcels on the south side.

Exhibit 2 shows an aerial view of the existing site area and Exhibit 3 shows a street view looking along East Palmdale Boulevard next to the site.

Location of the
Study Intersection
3 Exhibit 2. Aerial View (Source: Nearmap)

Exhibit 3. Street View (Source: Google Maps Street View)

Project Site
4 Project Trip Generation
The expected traffic volumes for the two scenarios were forecasted using the Institute of Transportation Engineers (ITE), Trip Generation Manual, 11th Edition, 2021.

Exhibit 4 shows the projected trip generation for Scenario A (Phase 1 alone). Exhibit 5 shows the projected trip generation for Scenario B (Phases 1 and 2).

Exhibit 6 shows the vehicle time of day distribution for Scenarios A and B based on the same ITE guide.

Exhibit 4. Scenario A (Phase 1 Build-out) Trip Generation AM Peak Hour PM Peak Hour
Land Use Land Use Code Units Daily In Out Total In Out Total Trip Rates
Single-family Detached Housing1 LU 210 DU 9.430 0.195 0.555 0.750 0.634 0.356 0.990 Multifamily Housing (Low-Rise)2 LU 220 DU 6.740 0.113 0.357 0.470 0.353 0.217 0.570

Project Trip Generation
Palmdale Single-Family Housing Trips 64 DU 604 12 36 48 41 23 63 ADUs 63 DU 425 7 23 30 22 14 36
JADUs 64 DU 431 7 23 30 23 14 36
Total Trip Generation 1,460 26 82 108 86 51 135
1 Trip rates from the Institute of Transportation Engineers, Trip Generation, 11th Edition, 2021. Land Use Code 210 - Single-family Detached Housing. 2 Trip rates from the Institute of Transportation Engineers, Trip Generation, 11th Edition, 2021. Land Use Code 221 - Multifamily Housing (Low-rise).

DU: Dwelling Units

Exhibit 5. Scenario B (Phase 1 and Phase 2 Build-out) Trip Generation AM Peak Hour PM Peak Hour
Land Use Land Use Code Units Daily In Out Total In Out Total Trip Rates
Single-family Detached Housing1 LU 210 DU 9.430 0.195 0.555 0.750 0.634 0.356 0.990 Multifamily Housing (Low-Rise)2 LU 220 DU 6.740 0.113 0.357 0.470 0.353 0.217 0.570

Project Trip Generation
Palmdale Single-Family Housing Trips 137 DU 1,282 27 75 102 86 48 135 ADUs 135 DU 903 15 48 63 47 29 76
JADUs 69 DU 613 10 33 43 32 20 52
Total Trip Generation 2,799 52 156 208 165 97 263
1 Trip rates from the Institute of Transportation Engineers, Trip Generation, 11th Edition, 2021. Land Use Code 210 - Single-family Detached Housing. 2 Trip rates from the Institute of Transportation Engineers, Trip Generation, 11th Edition, 2021. Land Use Code 221 - Multifamily Housing (Low-rise).

DU: Dwelling Units

5 Exhibit 6. Vehicle Time of Day Distribution on Project Access Road1 Scenario A (Phase 1 Build-out) Scenario B (Phase 1 and Phase 2 Build-out) Time2 Total Entering Exiting Total Entering Exiting
12:00 - 1:00 AM 8 5 2 14 10 4
1:00 - 2:00 AM 5 3 2 9 5 3
2:00 - 3:00 AM 4 2 2 8 5 3
3:00 - 4:00 AM 4 2 2 8 4 4
4:00 - 5:00 AM 11 2 9 21 5 16
5:00 - 6:00 AM 21 4 17 39 7 32
6:00 - 7:00 AM 58 11 47 111 21 90
7:00 - 8:00 AM 95 18 76 182 36 146
8:00 - 9:00 AM 87 25 62 167 49 119
9:00 - 10:00 AM 61 22 38 117 43 74
10:00 - 11:00 AM 60 23 37 117 46 72
11:00 - 12:00 PM 68 33 36 132 64 69
12:00 - 1:00 PM 71 37 35 139 71 68
1:00 - 2:00 PM 73 35 37 141 69 72
2:00 - 3:00 PM 85 46 39 164 88 76
3:00 - 4:00 PM 97 56 42 188 108 80
4:00 - 5:00 PM 121 75 46 234 144 90
5:00 - 6:00 PM 133 79 54 255 150 104
6:00 - 7:00 PM 114 67 46 217 128 88
7:00 - 8:00 PM 86 53 33 163 100 63
8:00 - 9:00 PM 78 51 27 148 97 51
9:00 - 10:00 PM 58 39 19 109 74 36
10:00 - 11:00 PM 40 26 13 73 49 25
11:00 - 12:00 AM 22 14 8 42 27 15
1 Source: Institute of Transportation Engineers, Trip Generation, 11th Edition, 2021

6 Traffic Signal Warrants Analysis
The traffic signal warrants analysis was carried out as per the guidelines set in the State of California Manual on Uniform Traffic Control Devices (CA-MUTCD) 2014 Edition Revision 6. The CA-MUTCD contains minimum guidelines regarding traffic volumes, collisions, speeds, pedestrian crossings, and other criteria in order to satisfy the requirements for the recommendation of a traffic signal. The traffic signal guidelines in Chapter 4C. Traffic Control Signal Needs Studies of the CA-MUTCD can be accessed at https://dot.ca.gov/programs/safety-programs/camutcd/camutcd-files.

As stated in these CA-MUTCD guidelines, an engineering study of traffic conditions, pedestrian characteristics, and physical characteristics of the location shall be performed to determine whether installation of a traffic control signal is justified at a particular location.

The investigation of the need for a traffic control signal shall include an analysis of factors related to the existing operation and safety at the study location and the potential to improve these conditions, and the applicable factors contained in the following traffic signal warrants:
x Warrant 1, Eight-Hour Vehicular Volume
x Warrant 2, Four-Hour Vehicular Volume
x Warrant 3, Peak Hour
x Warrant 4, Pedestrian Volume
x Warrant 5, School Crossing
x Warrant 6, Coordinated Signal System
x Warrant 7, Crash Experience
x Warrant 8, Roadway Network
x Warrant 9, Intersection Near a Grade Crossing

If any, or a combination, of these warrants is met then a traffic signal should be considered. Yet, as also stated in the CA-MUTCD, “the satisfaction of a traffic signal warrant or warrants shall not in itself require the installation of a traffic control signal.” It should also be noted that if the warrant criteria in these guidelines are not met, the installation of an un-warranted traffic signal is typically not recommended as it may place the City in a position of potential liability.

The following pages present the analysis of each of the warrants for Scenario A and Scenario B. In order to evaluate traffic volume warrants, 24-hour Average Daily Traffic (ADT) machine counts were collected on East Palmdale Boulevard at the proposed intersection location on Wednesday, June 22, 2022. All traffic volume data collected for this intersection are included in Appendix A.

For the purposes of this analysis, it is assumed that the proposed development will be completed in 2025.

Therefore, traffic volumes on East Palmdale Boulevard are increased by 1.5% per year (as agreed upon with the City) to account for expected future population growth and the accompanying growth in travel demand.

7 Scenario A. Phase 1 Build-out Traffic Signal Warrants Warrant 1, Eight-Hour Vehicular Volume
Per the CA-MUTCD, the eight-hour vehicular volume warrant applies under two conditions:
x Condition A (Minimum Vehicular Volume): at locations where a large volume of intersecting traffic is the principal reason to consider installing a traffic control signal. x Condition B (Interruption of Continuous Traffic): at locations where Condition A is not satisfied and where the traffic volume on a major street is so heavy that traffic on a minor intersecting street suffers excessive delay or conflict in entering or crossing the major street.

For the intersection under consideration, Table 1 su mmarizes the vehicular volumes entering the intersection from E Palmdale Blvd (major street) and from the Project access road (minor street). As noted earlier the volumes were forecasted to 2025 conditions by using a 1.5% growth factor. Exhibit 7 shows that the minor street traffic is considerably less (approximately 4%) of the major street traffic.

Exhibit 7. Traffic Volumes Entering the Intersection (Phase 1 Build-out) Street Direction ADT Volume 1 Directional Split Highest Hourly Volume E Palmdale Blvd
Eastbound 9,089 52 % 886 veh. (5:00 to 6:00 PM)
Westbound 8,421 48 % 617 veh. (7:00 to 8:00 AM)
Project Access Road Northbound 730 50 % 76 veh. (7:00 to 8:00 AM) 1 Year 2025 Average Daily Traffic Volumes

All traffic volume data were applied to the Traffic Signal Warrants Worksheet presented on the following page in Exhibit 8. The intersection traffic volume data do not meet the minimum volumes required for conditions A or B.

Therefore, Warrant 1 is not met.

8 Exhibit 8. Warrant 1 (CA-MUTCD) for Scenario A

9 Warrant 2, Four-Hour Vehicular Volume
This signal warrant is intended for intersections where the volume of intersecting traffic is the principal reason to consider installing a traffic control signal.

Per the CA-MUTCD, “the need for a traffic control signal shall be considered if an engineering study finds that, for each of any 4 hours of an average day, the plotted points representing the vehicles per hour on the major street (total of both approaches) and the corresponding vehicles per hour on the higher-volume minor-street approach (one direction only) all fall above the applicable curve in Figure 4C-1 or Figure 4C- 2 for the existing combination of approach lanes.”

The analysis shown in Exhibit 9 illustrates that Warrant 2 is not met.

Warrant 3, Peak Hour
This warrant is intended for unusual cases of facilities that attract or discharge large numbers of vehicles over a short time. Per CA-MUTCD, a signal is warranted at a location where traffic conditions are such that for a minimum of 1 hour of an average day, the minor-street traffic suffers undue delay when entering or crossing the major street.

This warrant requires the criteria in “either of the following two categories are met:

A. If all three of the following conditions exist for the same 1 hour (any four consecutive 15-minute periods) of an average day:

1. The total stopped time delay experienced by the traffic on one minor-street approach (one direction only) controlled by a STOP sign equals or exceeds: 4 vehicle-hours for a one-lane approach or 5 vehicle-hours for a two-lane approach; and

2. The volume on the same minor-street approach (one direction only) equals or exceeds 100 vehicles per hour for one moving lane of traffic or 150 vehicles per hour for two moving lanes; and

3. The total entering volume serviced during the hour equals or exceeds 650 vehicles per hour for intersections with three approaches or 800 vehicles per hour for intersections with four or more approaches.

B. The plotted point representing the vehicles per hour on the major street (total of both approaches) and the corresponding vehicles per hour on the higher-volume minor-street approach (one direction only) for 1 hour (any four consecutive 15-minute periods) of an average day falls above the applicable curve in Figure 4C- 3 or Figure 4C-4 for the existing combination of approach lanes.”

No special facilities that attract or discharge large numbers of vehicles over a short time currently exist or are planned for the project area. Moreover, the analysis shown in Exhibit 10 illustrates that Warrant 3 is not met.

10 Exhibit 9. Warrant 2 (CA-MUTCD) for Scenario A

11 Exhibit 10. Warrant 3 (CA-MUTCD) for Scenario A

12 Warrant 4, Pedestrian Volume
This warrant addresses cases where pedestrians experience excessive delays in crossing the major street due to heavy traffic volumes on a major street.

Per CA-MUTCD, a signal “at an intersection or midblock crossing shall be considered if an engineering study finds that one of the following criteria is met:

A. For each of any 4 hours of an average day, the plotted points representing the vehicles per hour on the major street (total of both approaches) and the corresponding pedestrians per hour crossing the major street (total of all crossings) all fall above the curve in Figure 4C-5; or B. For 1 hour (any four consecutive 15-minute periods) of an average day, the plotted point representing the vehicles per hour on the major street (total of both approaches) and the corresponding pedestrians per hour crossing the major street (total of all crossings) falls above the curve in Figure 4C-7.” There is currently very limited pedestrian activity in the project area. Even as the project site is developed, the area north of Palmdale Blvd across from the project is undeveloped. As such, Warrant 4 is not considered applicable.

Warrant 5, School Crossing
This warrant is intended to assist schoolchildren in crossing major streets.

Per CA-MUTCD, a signal shall be considered when “the frequency and adequacy of gaps in the vehicular traffic stream as related to the number and size of groups of schoolchildren at an established school crossing across the major street shows that the number of adequate gaps in the traffic stream during the period when the schoolchildren are using the crossing is less than the number of minutes in the same period (see Section 7A.03) and there are a minimum of 20 schoolchildren during the highest crossing hour.”
There are no school crossings in the intersection project area, Warrant 5 is not considered applicable.

Warrant 6, Coordinated Signal System
This warrant is intended to address cases where a signal is needed to ensure progressive movement (synchronization) in a coordinated signal system to maintain proper platooning of vehicles.

Warrant 6 is not applicable for the location at hand.

Warrant 7, Crash Experience
This warrant is intended at locations where a signal is being considered due to the severity and frequency of crashes.

Per the CA-MUTCD, one of the necessary conditions for this warrant is to have five or more “reported crashes, of types susceptible to correction by a traffic control signal that have occurred within a 12-month period”.

The Transportation Injury Mapping System (TIMS) was checked for the most recent 3-year period spanning from 2019 to 2021 and no collisions were recorded.

Therefore, Warrant 7 is not met.

13 Warrant 8, Roadway Network
Per the CA-MUTCD, installing a traffic signal at the intersection of two or more major routes “might be justified to encourage concentration and organization of traffic flow on a roadway network.” Warrant 8 is not met as the project site location is not a major street.

Warrant 9, Intersection Near a Grade Crossing
This warrant is intended for use when the proximity of the intersection to an at-grade crossing is the main reason to install a traffic signal.

As there is no grade crossings near the studied intersection, Warrant 9 is not met.

14 Scenario B. Phase 1 and Phase 2 Build-out Traffic Signal Warrants This scenario assumes that both Phase 1 and Phase 2 are built-out. Under this scenario the forecasted 2025 volumes at the subject intersection are illustrated in Exhibit 11.

The time-of-day distribution of traffic existing the project area (entering the study intersection) was presented earlier under Exhibit 6.

Exhibit 11. Traffic Volumes Entering the Intersection (Phase 1 Build-out) Street Direction ADT Volume 1 Directional Split Highest Hourly Volume E Palmdale Blvd
Eastbound 9,089 52 % 886 veh. (5:00 to 6:00 PM)
Westbound 8,421 48 % 617 veh. (7:00 to 8:00 AM)
Project Access Road Northbound 1,400 50 % 76 veh. (7:00 to 8:00 AM) 1 Year 2025 Average Daily Traffic Volumes

Warrant 1, Eight-Hour Vehicular Volume
Scenario B (full build-out of Phase 1 and Phase 2) traffic volume data were applied to the Traffic Signal Warrants Worksheet presented on the following page in Exhibit 12.

While Condition A (Minimum Vehicle Volume) was not satisfied, Condition B (Interruption of Continuous Traffic) was met.

Therefore, Warrant 1 is met and the intersection would be warranted for installing a traffic signal.

Warrant 2, Four-Hour Vehicular Volume
The analysis shown in Exhibit 13 illustrates that Warrant 2 is also met under Scenario B.

Warrant 3, Peak Hour
As discussed previously, this warrant is intended for facilities that attract or discharge large numbers of vehicles over a short time. Although the traffic volumes do satisfy this warrant as shown in Exhibit 14, a signal would likely not be recommended based on this warrant alone.

15 Exhibit 12. Warrant 1 (CA-MUTCD) for Scenario B

16 Exhibit 13. Warrant 2 (CA-MUTCD) for Scenario B

17 Exhibit 14. Warrant 3 (CA-MUTCD) for Scenario B

18 Warrant 4, Pedestrian Volume
As noted in the previous section under Scenario A, there is currently very limited pedestrian activity in the project area which is yet to be developed. As such, Warrant 4 was not applicable.

Warrant 5, School Crossing
With no schools or school crossings in the intersection project area, Warrant 5 was not applicable.

Warrant 6, Coordinated Signal System
As presented in the previous section, Warrant 6 was not applicable for the location at hand.

Warrant 7, Crash Experience
Warrant 7 was not met, as no collisions were recorded in the most recent 3-year period.

Warrant 8, Roadway Network
As illustrated in the previous section, this warrant applies at the intersection of two or more major routes.

As the project access and E Palmdale Blvd are not major routes, then Warrant 8 was not met.

Warrant 9, Intersection Near a Grade Crossing
As noted in the previous section, there are no grade crossings near the studied intersection. As such, Warrant 9 was not met.

19 Summary and Recommendations
The traffic signal warrants analysis was carried out for the intersection of East Palmdale Boulevard and the proposed access road for the Palmdale Two residential development in the City of Palmdale as per the guidelines set in the State of California Manual on Uniform Traffic Control Devices (CA-MUTCD) 2014 Edition Revision 6.

In order to justify and recommend the installation of traffic control signals, as shown above there are nine (9) CA-MUTCD Traffic Signal Warrants that should be analyzed. If any, or a combination, of these warrants is met then a traffic signal should be considered. Yet, as also stated in the CA-MUTCD, the “satisfaction of a traffic signal warrant or warrants shall not in itself require the installation of a traffic control signal.” If the warrant criteria in these guidelines are not met, the installation of an un-warranted traffic signal is typically not recommended as it may place the City in a position of potential liability.

The analysis of all applicable Traffic Signal Warrants has shown that a traffic signal was not warranted for the initial phase of development (Scenario A, with one 20-acre parcel developed), but is warranted for Scenario B, in which both 20-acre parcels are developed.

Rawad Hani, PE, TE
July 14, 2023

20 Appendix A. Traffic Counts