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<br />floor/ceiling assemblies, and an added requirement dictates that the Impact Insulation Class (IIC) rating of the
<br />floor/ceiling assembly is a minimum laboratory rating of IIC 50.
<br />Further details regarding the evaluation of common wall and floor/ceiling assemblies are provided in Appendix
<br />E. The limitations and general recommendations listed in this section should also be taken into account in the
<br />construction of this building. Some assembly ratings were obtained from the California Department of Health
<br />Services Office of Noise Control Catalog of STC and IIC Ratings for Wall and Floor/Ceiling Assemblies (see
<br />reference), hereafter referred to as "Catalog."
<br />Wall Assemblies
<br />Wood -Framed One Hour -Bated Wall at Corridor (2/AD 22)
<br />In some locations where residential units are located adjacent to corridors, the following assembly is proposed:
<br />• Single layer of 5/8-inch-thick Type X gypsum board
<br />• 2-inch by 4-inch wooden studs, staggered on a 6-inch (minimum) bottom plate, spaced at 16 inches
<br />on -center
<br />• Fiberglass batt insulation in each cavity
<br />• Single layer of 5/8-inch-thick Type X gypsum board
<br />A laboratory STC test of this assembly was conducted by Owens Corning (Catalog section number 1.2.3.1.5.3)
<br />and achieved an STC rating of 46, which does not meet the California Building Code requirement for a
<br />minimum STC rating of 50. Therefore, the wood -framed one -hour corridor wall should be improved as
<br />follows:
<br />Impmved Wood -Framed One -Hour -Rated Wall at Corridor (2/AD-22)
<br />• Double layer of 5/8-inch-thick Type X gypsum board (inner layer can be replaced with
<br />plywood where required for shear)
<br />• 2-inch by 4-inch wooden studs, staggered on a 6-inch (minimum) bottom plate, spaced at 16
<br />inches on -center
<br />• Fiberglass batt insulation in each cavity
<br />• Single layer of 5/8-inch-thick Type X gypsum board
<br />A laboratory test was performed by the National Research Council of Canada (test number T1-93-
<br />226) for this wall assembly and achieved an STC rating of 52 and is therefore expected to meet the
<br />California Building Code requirement for a minimum STC rating of 50.
<br />Wood -Framed One -Hour -Rated Pary Wall (3/AD 22)
<br />In some locations where residential units are located adjacent to one another, the following assembly is
<br />proposed:
<br />• Single layer of 5/8-inch thick Type X gypsum board
<br />• Double row of 2-inch by 4-inch wooden studs, spaced at 16 inches on -center, separated by 1-inch gap
<br />• Fiberglass batt insulation in each cavity
<br />• Single layer of 5/8-inch thick Type X gypsum board
<br />Acoustical Analysis Report for 4th and Mortimer • Job # S220404 • July 18, 2022 Page 12
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<br />A laboratory test was performed by Riverbank Acoustical Labs (Catalog Section 1.2.4.1.5.4) for this wall
<br />assembly. The tested assembly achieved an STC rating of 57 and is therefore expected to meet the California
<br />Building Code requirement for a minimum STC rating of 50. The addition of layers of gypsum board on either
<br />side of the assembly is expected to increase the overall rating; therefore, where a double layer of gypsum board
<br />is used on one or both sides of the parry wall (such as with the two-hour rated party wall [7/AD-221), the STC
<br />rating of the assembly would exceed STC 57.
<br />Metal -Framed One -Hour -Rated Par
<br />y Wall (11 /AD 22)
<br />In some locations where residential units are located adjacent to one another, the following assembly is
<br />proposed:
<br />• Double layer of 5/8-inch thick Type X gypsum board
<br />• Double row of 3-5/8-inch studs, spaced at 16 inches on -center, separated by 1-inch gap
<br />• Fiberglass batt insulation in each cavity
<br />• Single layer of 5/8-inch thick Type X gypsum board
<br />No specific sound test was available for this exact configuration; however, the above assembly was evaluated
<br />using INSUL, and was shown to have an STC rating of 65, which meets the California Building Code
<br />requirement for a minimum STC rating of 50. The addition of layers of gypsum board on either side of the
<br />assembly is expected to increase the overall rating; therefore, where a double layer of gypsum board is used on
<br />both sides of the parry wall (such as with the two -hour -rated parry wall [15/AD-22]), the STC rating of the
<br />assembly would exceed STC 65.
<br />Three -Hour -Rated Fire Wall (1 /AD-25)
<br />The three-hour fire wall is proposed to be constructed as follows:
<br />• Single layer of 5/8-inch-thick Type X gypsum board
<br />• Single layer of plywood sheathing (where occurs)
<br />• Single row of 2-inch by 4-inch wooden studs, spaced at 16 inches on -center
<br />• Air gap, with fiberglass insulation in the air cavity
<br />• Single layer of 1-inch-thick Type X gypsum board
<br />• Single row of 2-1/2-inch CH studs, spaced at 16 inches on -center
<br />• Triple layer of 5/8-inch-thick Type X gypsum board
<br />• Air gap, with fiberglass insulation in the air cavity
<br />• Single row of 2-inch by 4-inch wooden studs, spaced at 16 inches on -center
<br />• Single layer of 5/8-inch-thick Type X gypsum board
<br />No specific sound test was available for this exact configuration; however, the interior three -hour -rated core
<br />stud with one side of the wood -framed furring wall assembly was evaluated using INSUL and was shown to
<br />have an STC rating of 66. Due to the complexity of the overall assembly, the entire assembly could not be
<br />evaluated using INSUL, and therefore the contribution that the other wood -framed furring wall assembly would
<br />have on the STC rating of the overall assembly could not be evaluated. However, the addition of the wood -
<br />framed furring walls is not expected to increase the STC rating of the assembly significantly, and therefore, a
<br />conservative STC rating of the above assembly is STC 66. This assembly is expected to comply with the
<br />minimum STC requirements of the California Building Code as currently designed.
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<br />5.2 Interior
<br />5.2.1 Transportation Noise Sources
<br />DWellinLr Units
<br />The State of California and the City of Santa Ana require buildings to be designed in order to attenuate, control,
<br />and maintain interior noise levels not greater than 45 CNEL in habitable space, as formulated in the City of
<br />Santa Ana. Noise Element to the General Plan and the California Building Code, Section 1206.4. According to
<br />the U.S. EPA (see reference), current exterior building construction is generally expected to achieve at least 15
<br />decibels of exterior -to -interior noise attenuation with windows opened. Therefore, proposed project building
<br />structures exposed to exterior noise levels greater than 60 CNEL could be subject to interior noise levels
<br />exceeding the 45 CNEL noise limit for residential habitable space. As exterior noise levels at most building
<br />facades exceed 60 CNEL, an exterior -to -interior analysis was performed for representative units to determine
<br />design considerations required to maintain compliant interior noise levels.
<br />The typical exterior wall assembly is proposed to be constructed as a 2-inch by 6-inch wood -framed assembly
<br />with stucco on the exterior, insulation in the cavity, and one layer of 5/8-inch thick Type X gypsum board on
<br />the interior. The typical exterior wall assembly was evaluated using INSUL and was shown to achieve an STC
<br />rating of 38. Please refer to Appendix E for additional information.
<br />The results of the exterior -to -interior noise analysis for interior habitable spaces are shown in Table 7, with
<br />acoustical recommendations made therein. For more information, please refer to Appendix F: Exterior -to -
<br />Interior Noise Analysis.
<br />Table 7. Interior Noise Levels of Representative Units
<br />Room Type
<br />Maximum Exterior
<br />Facade Impact
<br />(CNEL)
<br />STC Rating
<br />for Glazing
<br />Interior Noise Level (CNEL)
<br />Windows/
<br />Doors Open
<br />Windows/
<br />Doors Closed
<br />Living / Kitchen / Dining
<br />72
<br />28
<br />60
<br />42
<br />Bedroom
<br />72
<br />28
<br />61
<br />41
<br />As shown above, with proposed exterior walls and exterior glazing with a minimum STC rating of 28, interior
<br />noise levels will remain below 45 CNEL in all habitable space with windows and exterior doors closed. The
<br />sound rating of exterior glazing should be confirmed with the manufacturer prior to installation to confirm
<br />these STC rating requirements will be met.
<br />In instances where interior habitable space is exposed to noise levels greater than 45 CNEL with windows in
<br />the open position, appropriate means of air circulation and provision of fresh air must be present to allow
<br />windows to remain closed for extended intervals of time so that acceptable levels of noise can be maintained
<br />on the interior. As exterior noise levels are expected to exceed limits with windows and doors open at all units,
<br />mechanical ventilation will be required in all units. The proposed mechanical ventilation system shall meet the
<br />criteria of the California Mechanical Code, including the capability to provide appropriate ventilation rates. The
<br />ventilation system shall not compromise the sound insulation capability of the exterior wall or be dependent
<br />on ventilation through windows.
<br />Exterior door installation should include all-around weather -tight door stop seals and an improved threshold
<br />closure system. The additional hardware will improve the doors' overall sound reduction properties. The
<br />Acoustical Analysis Report for 4th and Mortimer • Job # S220404 • July 18, 2022
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<br />transmission loss (TL) of an exterior door without weather -tight seals is largely a factor of sound leakage,
<br />particularly at the bottom of the door if excessive clearance is allowed for air transfer. By equipping exterior
<br />doors with all-around weather -tight seals and an airtight threshold closure at the bottom, a loss of up to 10 STC
<br />points can be prevented.
<br />Additionally, it is imperative to seal and caulk between the rough opening and the finished door frame for all
<br />doors by applying an acoustically resilient, non -skinning, butyl caulking compound. Sealant application should
<br />be as generous as needed to ensure effective sound barrier isolation. The same recommendation applies to any
<br />other penetrations, cracks, or gaps through the assembly. The OSI SC175 and the Pecora AC-20 FTR acoustic
<br />sound sealants are products specifically designed for this purpose. For additional information on these
<br />products, please refer to Appendix G: Recommended Products.
<br />The proposed habitable spaces were analyzed for interior noise impacts. With the proposed exterior walls and
<br />exterior glazing with a minimum STC rating of 28 in place, interior noise levels will remain below 45 CNEL in
<br />all habitable space with windows and exterior doors closed. As exterior noise levels are expected to exceed
<br />limits with windows and doors open in all units, mechanical ventilation will be required for all units. With these
<br />project design features in place, all interior residential space will comply with City of Santa Ana and California
<br />Building Code noise requirements.
<br />Nonresidential Snaces
<br />CALGreen also requires buildings to be designed in order to attenuate, control, and maintain interior noise
<br />levels not greater than 50 dBA LEQ peak hour in nonresidential space. For the purposes of this analysis, dBA
<br />LEQ peak hour is considered equivalent to CNEL. According to the U.S. EPA (see reference), current exterior
<br />building construction is generally expected to achieve at least 15 decibels of exterior -to -interior noise
<br />attenuation with windows opened. Therefore, proposed project building structures exposed to exterior noise
<br />levels greater than 65 CNEL could be subject to interior noise levels exceeding the 50 CNEL noise limit for
<br />nonresidential habitable space.
<br />The typical exterior wall assembly was evaluated as detailed above; proposed windows were evaluated as 1-
<br />inch-thick dual -glazed windows, and doors were evaluated as 1/4-inch single pane glass doors for a conservative
<br />analysis of standard commercial glazing. Please refer to Appendix E for additional information.
<br />The results of the exterior -to -interior noise analysis for worst -case nonresidential spaces are shown in Table 8.
<br />For more information, please refer to Appendix F: Exterior -to -Interior Noise Analysis.
<br />Table 8. Interior Noise Levels of Nonresidential Space
<br />Room
<br />Maximum Exterior Facade
<br />Interior Noise Level
<br />Impact (CNEL)
<br />(CNEL)
<br />Worst -Case Nonresidential Space
<br />72
<br />41
<br />As shown above, with the anticipated exterior wall assembly and standard commercial gJazing, interior noise
<br />levels in nonresidential space will comply with CALGreen requirements.
<br />5.2.2 Unit -to -Unit Noise Transmission
<br />Another source of noise that may affect residential units in multi -family buildings is unit -to -unit noise
<br />transmission. The California State Building Code Section 1206 requires that the Sound Transmission Class
<br />(STC) rating of common wall assemblies separating residential units or separating residential units from
<br />common areas have a minimum laboratory rating of STC 50. The same STC requirement applies for
<br />Acoustical Analysis Report for 4th and Mortimer • Job # S220404 • July 18, 2022 Page 11
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<br />5.0 Impacts and Mitigation
<br />5.1 Exterior
<br />5.1.1 Outdoor Use Areas
<br />As per the City of Santa Ana Noise Element to the General Plan, exterior noise levels at common outdoor use
<br />areas should not exceed 65 CNEL for residential areas. The proposed common outdoor use areas on site
<br />include courtyards at both buildings and a roof deck on the seventh floor of Building A.
<br />Common outdoor use areas were evaluated to determine if noise levels exceed 65 CNEL. Future combined
<br />traffic and rail noise levels for the common outdoor use area are shown in Table 4, and take into account the
<br />shielding provided by the proposed buildings on site. Receivers were placed at a height of 3.5 feet above grade,
<br />to approximate the height of a seated person. The receiver locations are shown in Figure 7.
<br />Table 4. Future Exterior Noise Levels at Common Outdoor Use Areas
<br />Receiver
<br />Location
<br />Noise Limit
<br />(CNEL)
<br />Exterior Noise
<br />Level (CNEL)
<br />OUl
<br />Building A — 7th Floor Roof Deck
<br />65
<br />56
<br />OU2
<br />Building A — 3rd Floor Courtyard/Pool Deck
<br />65
<br />53
<br />OU3
<br />Building B — Courtyard
<br />65
<br />68
<br />OU4
<br />Building B — Dog Park
<br />65
<br />63
<br />As shown in Table 4, exterior noise levels at the common outdoor use areas are expected to exceed the noise
<br />limit of 65 CNEL at the Building B courtyard as currently designed. Therefore, a 4-foot barrier wall was
<br />incorporated along the southern boundary of the Building B courtyard to reduce noise levels at outdoor use
<br />areas. Please refer to Table 5 for mitigated noise levels at outdoor use areas, and Figure 7 for barrier locations.
<br />Table 5. Future Exterior Noise Levels at Common Outdoor Use Areas — with 4-foot Barrier
<br />Receiver
<br />Location
<br />Noise Limit
<br />Exterior Noise
<br />(CNEL)
<br />Level (CNEL)
<br />OU3
<br />Building B — Courtyard
<br />65
<br />65
<br />As shown in Table 5, with the 4-foot sound barrier in place along the southern boundary of the Building B
<br />courtyard, exterior noise levels at the common outdoor use areas are expected to meet the exterior noise limit
<br />of 65 CNEL. A sound attenuation wall should be solid and constructed of masonry, wood, plastic, fiberglass,
<br />steel, or a combination of those materials, with no cracks or gaps, through or below the wall. Any seams or
<br />cracks must be filled or caulked. If wood is used, it can be tongue and groove and must be at least 7/8-inch
<br />thick or have a surface density of at least 3-1/2 pounds per square foot. Where architectural or aesthetic factors
<br />allow, glass or clear plastic may be used on the upper portion, if it is desirable to preserve a view.
<br />Acoustical Analysis Report for 4th and Mortimer • Job # S220404 • July 18, 2022
<br />5.1.2 Building Facades
<br />Page 8
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<br />Future combined traffic and rail noise impacts were calculated for all project building facades. Future noise
<br />levels at the building facades are expected to range from 47 CNEL at the courtyard of Building A to 72 CNEL
<br />at the south facade of Building B. Calculation results are shown in Table 6, and receiver locations are shown
<br />graphically in Figure 8.
<br />Table 6. Future Exterior Noise Levels at Building Facades
<br />Building
<br />Receiver
<br />Direction
<br />Future Exterior Noise Level (CNEL)
<br />Floor 1
<br />Floor 2
<br />Floor 3
<br />Floor 4
<br />Floor 5
<br />Floor 6
<br />Floor 7
<br />F1
<br />West
<br />62
<br />62
<br />63
<br />63
<br />62
<br />62
<br />62
<br />F2
<br />West
<br />70
<br />70
<br />69
<br />68
<br />67
<br />67
<br />66
<br />F3
<br />South
<br />72
<br />71
<br />70
<br />69
<br />68
<br />68
<br />67
<br />F4
<br />South
<br />72
<br />71
<br />70
<br />--
<br />--
<br />--
<br />--
<br />F5
<br />South
<br />72
<br />71
<br />70
<br />69
<br />68
<br />68
<br />67
<br />A
<br />F6
<br />East
<br />68
<br />68
<br />68
<br />67
<br />66
<br />66
<br />65
<br />F7
<br />East
<br />65
<br />65
<br />65
<br />65
<br />64
<br />64
<br />63
<br />F8
<br />East
<br />66
<br />66
<br />65
<br />65
<br />64
<br />--
<br />--
<br />F9
<br />North
<br />69
<br />68
<br />67
<br />66
<br />65
<br />--
<br />--
<br />F10
<br />Courtyard
<br />--
<br />--
<br />62
<br />65
<br />64
<br />64
<br />63
<br />F11
<br />Courtyard
<br />--
<br />--
<br />47
<br />52
<br />59
<br />59
<br />59
<br />F12
<br />Courtyard
<br />--
<br />--
<br />62
<br />65
<br />64
<br />64
<br />63
<br />F13
<br />North
<br />68
<br />68
<br />67
<br />67
<br />66
<br />--
<br />--
<br />F14
<br />West
<br />67
<br />67
<br />67
<br />66
<br />66
<br />--
<br />--
<br />F15
<br />West
<br />65
<br />66
<br />66
<br />65
<br />65
<br />--
<br />--
<br />F16
<br />West
<br />64
<br />65
<br />65
<br />65
<br />65
<br />--
<br />--
<br />F17
<br />West
<br />70
<br />69
<br />69
<br />68
<br />68
<br />--
<br />--
<br />B
<br />F18
<br />South
<br />72
<br />71
<br />70
<br />69
<br />68
<br />--
<br />--
<br />F19
<br />Courtyard
<br />69
<br />69
<br />68
<br />68
<br />67
<br />--
<br />--
<br />F20
<br />Courtyard
<br />65
<br />66
<br />66
<br />66
<br />65
<br />--
<br />--
<br />F21
<br />Courtyard
<br />69
<br />69
<br />68
<br />68
<br />67
<br />--
<br />--
<br />F22
<br />South
<br />72
<br />71
<br />70
<br />69
<br />68
<br />--
<br />--
<br />F23
<br />East
<br />68
<br />68
<br />68
<br />68
<br />67
<br />--
<br />--
<br />F24
<br />East
<br />64
<br />65
<br />65
<br />65
<br />65
<br />--
<br />--
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<br />Eilar Associates, Inc.
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<br />4.1.3 Roadway Noise Calculation
<br />The Traffic Noise Model (TNM) calculation protocol in CadnaA Version 2022 (based on the methodology
<br />used in TNM Version 2.5, released in February 2004 by the U.S. Department of Transportation) was used for
<br />all traffic modeling in the preparation of this report. Using the TNM protocol, the CNEL is calculated as 9.2%
<br />of the ADT for surrounding roadways, based on the studies made by Wyle Laboratories (see reference). Future
<br />CNEL is calculated for desired receptor locations using future road alignment, elevations, lane configurations,
<br />projected traffic volumes, estimated truck mixes, and vehicle speeds. Noise attenuation methods may be
<br />analyzed, tested, and planned with TNM, as required.
<br />In order to determine the estimated traffic volumes of roadways during the traffic noise measurement made on
<br />site for model calibration, the approximate percentage of the Average Daily Trips (ADT) value for the time
<br />period in which the measurement is made is incorporated into the traffic model. These percentages were
<br />established in a study performed by Katz-Okitsu and Associates, Traffic Engineers (see reference). For
<br />purposes of calibrating the CadnaA TNM, 5.3% of the ADT values for the current environment were used in
<br />calculations (for roadways that were not manually counted) to account for traffic between the hours of 10 a.m.
<br />and 11 a.m. in the vicinity of the project site.
<br />4.1.4 Exterior -to -Interior Noise Analysis
<br />The State of California and the City of Santa Ana require buildings to be designed in order to attenuate, control,
<br />and maintain average interior noise levels not greater than 45 CNEL in residential space, as formulated in the
<br />California Building Code, Section 1206.4 and the City of Santa Ana Noise Element to the General Plan.
<br />Contemporary exterior building construction is expected to achieve at least 15 decibels of exterior -to -interior
<br />noise attenuation with windows opened, according to the U.S. Environmental Protection Agency Office of
<br />Noise Abatement and Control (see reference). As a result, exterior noise levels of more than 60 CNEL often
<br />result in interior conditions that fail to meet the 45 CNEL requirements for habitable space.
<br />Analysis for the interior noise levels requires consideration of:
<br />• Number of unique assemblies in the wall (doors, window/wall mount air conditioners, sliding glass
<br />doors, and windows)
<br />• Size, number of units, and sound transmission data for each assembly type
<br />• Length of sound impacted wall(s)
<br />• Depth of sound impacted room
<br />• Height of exterior wall of sound impacted room
<br />• Exterior noise level at wall assembly or assemblies of sound impacted room
<br />The Composite Sound Transmission data is developed for the exterior wall(s), and the calculated noise exposure
<br />is converted to octave band sound pressure levels (SPL) for a typical traffic type noise. The reduction in room
<br />noise due to absorption is calculated and subtracted from the interior octave noise levels, and the octave band
<br />noise levels are logarithmically summed to yield the overall interior room noise level. When interior noise levels
<br />exceed 45 CNEL, the noise reduction achieved by each element is reviewed to determine which changes will
<br />achieve the most cost-effective compliance. Windows are usually the first to be reviewed, followed by exterior
<br />doors, and then exterior walls.
<br />Modeling of wall assemblies is accomplished using INSUL Version 9.0, which is a model -based computer
<br />program, developed by Marshall Day Acoustics for predicting the sound insulation of walls, floors, ceilings,
<br />and windows. It is acoustically based on theoretical models that require only minimal material information that
<br />can make reasonable estimates of the sound transmission loss (TL) and STC for use in sound insulation
<br />calculations, such as the design of common parry walls and multiple family floor -ceiling assemblies, etc. INSUL
<br />Acoustical Analysis Report for 4th and Mortimer • Job # S220404 • July 18, 2022 Page 6
<br />Eilar Associates, Inc.
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<br />can be used to quickly evaluate new materials or systems or investigate the effects of changes to existing designs.
<br />It models individual materials using the simple mass law and coincidence frequency approach and can model
<br />more complex assembly partitions, as well. It has evolved over several versions into an easy to use tool and has
<br />refined the theoretical models by continued comparison with laboratory tests to provide acceptable accuracy
<br />for a wide range of constructions. INSUL model performance comparisons with laboratory test data show that
<br />the model generally predicts the performance of a given assembly within 3 STC points. IIC predictions are
<br />generally made based on laboratory tests from a number of resources, including third -party test data provided
<br />by product manufacturers and National Research Council of Canada test results.
<br />4.1.5 Sound Transmission Class (STC) and Impact Insulation Class (IIC) Ratings
<br />Sound Transmission Class (STC) is a single number rating calculated in accordance with ASTM E413, using
<br />third -octave values of sound transmission loss. It provides an estimate of the sound performance of a partition,
<br />window, or door in sound insulation problems. Likewise, Impact Insulation Class (IIC) is a single number
<br />rating calculated in accordance with ASTM E989 that is used to describe the transmission of impact noise
<br />through floor/ceiling assemblies, caused primarily by footsteps from one space to another.
<br />Modeling of wall and floor/ceiling assemblies is accomplished using INSUL Version 9.0, which is a model -
<br />based computer program, developed by Marshall Day Acoustics for predicting the sound insulation of walls,
<br />floors, ceilings, and windows. It is acoustically based on theoretical models that require only minimal material
<br />information that can make reasonable estimates of the sound transmission loss (TL), STC, and IIC for use in
<br />sound insulation calculations, such as the design of common party walls and multiple family floor -ceiling
<br />assemblies, etc. INSUL can be used to quickly evaluate new materials or systems or investigate the effects of
<br />changes to existing designs. It models individual materials using the simple mass law and coincidence frequency
<br />approach and can model more complex assembly partitions, as well. It has evolved over several versions into
<br />an easy to use tool and has refined the theoretical models by continued comparison with laboratory tests to
<br />provide acceptable accuracy for a wide range of constructions. INSUL model performance comparisons with
<br />laboratory test data show that the model generally predicts the performance of a given assembly within 3 STC
<br />points. IIC predictions are generally made based on laboratory tests from a number of resources, including
<br />third -party test data provided by product manufacturers and National Research Council of Canada test results.
<br />4.2 Measurement Equipment
<br />Some or all of the following equipment was used at the site to measure existing noise levels:
<br />• Larson Davis Model LxT Type 1 Sound Level Meter, Serial # 4085
<br />• Larson Davis Model CAL200 Type 1 Calibrator, Serial # 16455
<br />The sound level meter was field -calibrated immediately prior to the noise measurement and checked afterward
<br />to ensure accuracy. All sound level measurements presented in this report, in accordance with the regulations,
<br />were conducted using a sound level meter that conforms to the American National Standards Institute
<br />specifications for sound level meters (ANSI S1.4). All instruments are maintained with National Institute of
<br />Standards and Technology (NISI) traceable calibration, per the manufacturers' standards.
<br />Acoustical Analysis Report for 4th and Mortimer • Job # S220404 • July 18, 2022 Page 7
<br />Architecture + Planning
<br />17911 Von Karman Ave.
<br />Suite 200
<br />Irvine, CA 92614
<br />ktgy.com
<br />949.851.2133
<br />KTGY Project No: 2017-0934
<br />Project Contact: Debbie Holland
<br />Email: dholland@ktgy.com
<br />Principal: Wil Wong
<br />Project Designer: D. Schoolmeester
<br />Project Director: Debbie Holland
<br />Developer
<br />ED QAK
<br />INVES'I'MEN'I'S
<br />4199 CAMPUS DRIVE
<br />IRVINE, CA 92612
<br />PHONE NO. (714) 342-2502
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<br />It is the clients responsibility prior to or during construction to notify the architect in writing
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<br />of any perceived errors or omissions in the plans and specifications of which a contractor
<br />thoroughly knowledgeable with the building codes and methods of construction should
<br />reasonably be aware. Written instructions addressing such perceived errors or omissions
<br />shall be received from the architect prior to the client or clients subcontractors proceeding
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<br />with the work. The client will be responsible for any defects in construction if these
<br />procedures are not followed.
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<br />RENEWAL DATE
<br />AUGUST 31, 2023
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<br />EXTERIOR
<br />ACOUSTICAL
<br />ANALYSIS REPORT
<br />COPYRIGHT 7
<br />AO-92
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