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L j ©' I <br />^ m y y East Myrtle Street �4 ly <br />p west Camlle Street - ✓t i - t c e <br />t --..- - West Carrele Street- o - `Y - - .- _< i y <br />w a East Camlle StreetN <br />�., Heninger Park ��r., Pacific Park '9 1 <br />Psr'yrsr. o Street a ^ p StYeel "� p"Stieet 3 warren Street �- <br />p west Bishop a - - a Easclsho <br />s s <br />.15 <br />IS <br />E i n �* , j Hunter Averrtr 'x` li`OIh'!C i. <br />0 ;-_ glachlandStreet v+rn East GrantStrrrt <br />ichlandAvrnur <br />C O C East Grant Street <br />�l fait Wakeham Avenues N I �� <br />West Hi hland Street a Wakcham 1lvenue <br />g - ?weu Highland Street t c <br />`p <br />Street c s M e h. <br />Wea Bl=.i Strert a vrrl Plecez °' rn <br />Eilar Associates, Inc. <br />210 South Juniper Street, Suite 100 Vicinity Map Figure 1 <br />Escondido, California 92025 Job # S220404 <br />760-738-5570 <br />Orange County <br />Assessor's <br />Parcel Numbers: <br />398-325-01 <br />398-330-01 <br />398-330-02 <br />398-330-03 <br />398-330-04 <br />398-330-05 <br />398-330-06 <br />398-330-07 <br />398-330-08 <br />398-330-09 <br />398-330-10 <br />Q) <br />W <br />4TH ST <br />UL <br />3Ra ST <br />Eilar Associates, Inc. <br />210 South juniper Strut, SLdtC I00 <br />Escondido, California 920253 <br />760-738-5570 <br />5TH ST <br />39832501 <br />4TH ST <br />F_ <br />C� <br />U.) <br />F— <br />Ir <br />w <br />0 <br />5TH ST <br />Ln <br />G <br />a <br />� <br />a a <br />M <br />rn <br />en <br />en <br />O <br />Q <br />a <br />o <br />a o <br />tY7 <br />"') <br />cry <br />en r+ <br />C.,en <br />4TH ST <br />Assessor's Parcel Map <br />job # S220404 <br />W <br />W <br />Z <br />a_ <br />V) <br />3RD ST <br />5TH ST >_ 5TH S <br />0 i <br />Ix <br />Project Location I <br />W <br />F- <br />-- 0 — <br />4TH ST °- 4TH S11 <br />Figure 2 <br />• t � r � v, <br />1.j _ � .�PL <br />411- <br />J A Project Location �" • �� <br />r7 '1'• ar-- A - <br />t �, 1 <br />Fit <br />- <br />6 •. t I w+ i .T • 1 <br />L Y It µ 1, } e Y It <br />LF <br />�r wt• i <br />1i It <br />Eilar Associates, Inc. <br />210 South Juniper Street, Suite 100 <br />Escondido, California 92025 <br />760-738-5570 <br />R <br />Satellite Aerial Photograph <br />Job # S220404 <br />i <br />id <br />Figure 3 <br />I� <br />■'I <br />Eilar Associates, Inc. <br />Acoustical and Environmental Consulting Services <br />8.0 References <br />City of Santa Ana Noise Element to the General Plan, April 2022. <br />2019 California Building Code, Based on the International Building Code, Chapter 12, Section 1206 — Sound <br />Transmission Control. <br />California Green Building Code, Nonresidential Mandatory Measures. <br />Traffic Census 2017-2018, City of Santa Ana Public Works Agency, Transportation and Traffic Division. <br />Federal Highway Administration, Highway Traffic Noise: Analysis and Abatement Guide, December 2011. <br />URS Corporation, Noise and Vibration Technical Report in support of the Santa Ana and Garden Grove Fixed <br />Guideway Corridor Study, February 2012. <br />Harris Miller Miller & Hanson, Inc., CREATE Freight Noise and Vibration Model, 2006. <br />DataKustik, CadnaA (Computer Aided Noise Abatement), Version 2022. <br />Federal Highway Administration, Traffic Noise Model Version 2.5. <br />Wyle Laboratories, Development of Ground Transportation Systems Noise Contours for the San Diego <br />Region, December 1973. <br />Traffic Distribution Study, by Katz-Okitsu and Associates Traffic Engineers, 1986. <br />U.S. Environmental Protection Agency Office of Noise Abatement and Control, Information on Levels of <br />Environmental Noise Requisite to Protect Public Health and Welfare With an Adequate Margin of Safety, <br />March 1974. <br />Marshall Day Acoustics, INSUL Version 9.0, 2017. <br />California Office of Noise Control, Catalog of STC and IIC Ratings for Wall and Floor/Ceiling Assemblies <br />with TL and ISPL Data Plots,1981. <br />Institute for Research in Construction, National Research Council of Canada, Gypsum Board Walls: <br />Transmission Loss Data, March 1998. <br />�koustical Analysis Report for 4th and Mortimer • Job # S220404 • July 18, 2022 Page 1'' <br />J. <br />Eilar Assoc*at sF, iin,c.`� <br />r cousticul a uu)III -ntal CO�Jdt(t11�tS <br />V� <br />Eilar Associates, Inc. <br />Acoustical and Environmental Consulting Services <br />Limitations <br />Actual achieved STC and IIC ratings are determined by the quality of construction and attention to details in <br />the installation of assemblies. Please be advised that this endorsement is strictly contingent upon observance <br />of proper installation procedures. It is imperative that attention be paid to details such as the proper installation <br />of resilient channels and/or clips and the isolation of the floor/ceiling assembly from the wall (using a <br />perimeter isolation strip) to prevent vibration through the structure. Additionally, all cracks or gaps must be <br />sealed with an acoustical sealant,such as the OSI SC175 or Pecora sealants see Appendix G . With these <br />( PP ) <br />conditions met and the recommendations listed above, the assemblies detailed above should meet minimum <br />building code standards for controlling sound and impact transmission. <br />The following additional considerations should also be taken into account: <br />• The use of recessed lighting in this type of construction is strongly discouraged, as it compromises the <br />STC and IIC of the floor/ceiling assembly; however, if recessed lighting must be used, a sealed and <br />vibration -isolated box may be constructed around the light fixture using two layers of gypsum board <br />to maintain the sound and impact ratings of the assembly as much as feasible. <br />• Placing outlet boxes back-to-back in the same stud cavity should be avoided. A sound deadening fire - <br />stop putty pad system should be installed around the back of all outlet boxes in the common wall to <br />provide additional acoustical privacy. Pads are sized to fit a typical 1-1/2-inch-deep 4S box with no <br />cutting or piercing required. The pads have tested and proven fire resistance and sound -deadening <br />acoustical properties. <br />• Regardless of the type of construction, all manufacturer instructions for the selected acoustical <br />underlayment must be followed closely to ensure proper installation that will provide the desired <br />acoustical performance. <br />The above recommendations should be considered as much as possible in the construction of the common <br />wall and floor/ceiling assemblies for this project. <br />6.0 Conclusion <br />The City of Santa Ana Noise Element to the General Plan states that exterior noise levels at common outdoor <br />use areas of multi -family residential properties should not exceed 65 CNEL. Calculations show that, with a <br />four -foot high sound barrier along the southern barrier of the Building B courtyard in place, exterior noise <br />levels at the common outdoor use areas are expected to meet the exterior noise limit of 65 CNEL. Please refer <br />to Figure 7 for a graphical representation of the required sound barrier location. <br />The City of Santa Ana and the State of California require interior noise levels not exceeding 45 CNEL in <br />habitable space. Calculations show that future noise levels on site are expected to exceed 60 CNEL at most <br />building facades; therefore, interior noise levels may exceed 45 CNEL within units without appropriate design <br />features in place. Calculations show that with typical exterior wall assemblies, exterior glazing with an STC <br />rating of 28, and mechanical ventilation in all units, all interior residential space is expected to comply with City <br />of Santa Ana and State of California noise requirements. Additionally, with proposed exterior wall construction <br />and standard commercial glazing in place, exterior noise levels in non-residential spaces are expected to meet <br />the noise limits of the City of San Diego Noise Element to the General Plan. <br />Acoustical Analysis Report for 4th and Mortimer • Job # S220404 • July 18, 2022 Page 16 <br />Eilar Associates, Inc. <br />Acoustical and Environmental Consulting Services <br />Common wall and floor/ceiling assemblies recommended herein are expected to meet the minimum required <br />ratings dictated by the State of California Building Code Section 1206 for Sound Transmission Class (STC) and <br />Impact Insulation Class (IIC). These assemblies should be incorporated into project plans prior to building <br />permit submittal. <br />7.0 Certification <br />All recommendations for noise control are based on the best information available at the time our consulting <br />services are provided. However, as there are many factors involved in sound and impact transmission, and <br />Eilar Associates has no control over the construction, workmanship, or materials, Eilar Associates is specifically <br />not liable for final results of any recommendations or implementation of the recommendations. <br />The findings and recommendations of this acoustical analysis report are based on the information available and <br />are a true and factual analysis of the potential acoustical issues associated with the 4th and Mortimer project, to <br />be located at the northeast and northwest corners of 4th Street and Mortimer Street in the City of Santa Ana, <br />California. This report was prepared by Mo Ouwenga and Jonathan Brothers <br />Mo Ouwenga, INCE Jonathan Brothers, INCE <br />Acoustical Consultant Principal Acoustical Consultant <br />Acoustical Analysis Report for 4th and Mortimer • Job # S220404 • July 18, 2022 Page 17 <br />Eilar Associates, Inc. <br />Acoustical and Environmental Consulting Services <br />Concrete Shear Wall <br />In some locations where residential units are located adjacent to one another or common space, the following <br />assembly is proposed: <br />• 8-inch (minimum) thickness concrete <br />A laboratorySTC test of this assembly was conducted b Riverbank Acoustical Laboratories (Catalog section <br />Y Y ( g <br />number 2.3.2.1.1.2) and achieved an STC rating of 58, which meets the California Building Code requirement <br />for a minimum STC rating of 50. <br />Floor/Ceiling Assemblies <br />Concrete Slab Floor/Ceiling Assembly (17/AD 21) <br />The concrete slab floor/ceiling assembly is proposed to be constructed as follows: <br />• Carpet and pad OR hard surface finish flooring <br />• 8-inch minimum thickness concrete slab <br />According to Catalog section number 2.3.2.1.1.2, the bare concrete assembly is expected to have an STC rating <br />of 58. According to Catalog section number 2.3.1.1.2.1, the IIC rating of a five inch thick concrete slab with a <br />floor covering of carpet and pad is IIC 70. Therefore, with a floor covering of carpet and pad, the anticipated <br />IIC rating of the above assembly is expected to be greater than 70; however, in areas with hard surface flooring, <br />an acoustical underlayment and/or dropped ceiling is required. As the STC rating of the bare slab assembly <br />meets the California Building Code minimum, neither a floor covering, acoustical underlayment, nor a dropped <br />ceiling is required at areas over nonresidential space (such as the retail or restaurant spaces). However, in areas <br />over residential space, the concrete slab floor/ceiling assembly should be improved using one of the following <br />assemblies: <br />Option 1: Improved Concrete Slab Floor/Ceiling Assembly avith Dropped Ceiling <br />• Hard surface finish flooring <br />• Single layer of 2 mm thick acoustical underlayment, such as GenieMat RST02, Ecore <br />QTscu 4002, or equivalent (not required over nonresidential space or where carpet and <br />pad are installed) <br />• 8-inch minimum thickness concrete slab <br />• Single layer of 5/8-inch thick gypsum board suspended from the underside of the slab <br />A similar assembly was tested by Intertek with engineered wood flooring. The tested assembly <br />(Intertek Test No. F1751.07-113-11-RO) achieved an IIC rating of 67. The differences between the <br />tested and proposed assemblies are that the tested assembly incorporates a 6-inch-thick concrete slab, <br />while the proposed assembly incorporates an 8-inch-thick concrete slab, and the tested assembly <br />incorporates a 5 mm thick GenieMat RST05 (equivalent to Ecore QTscu4005) underlayment, while <br />the proposed assembly incorporates a 2 min thick GenieMat RST02 (equivalent to Ecore QTscu4002) <br />underlayment. The increased slab thickness is expected to result in an increase of approximately 2 to <br />4 IIC points, while the use of a thinner underlayment is expected to result in a decrease of <br />approximately 1 to 2 IIC points. For this reason, the anticipated IIC rating of the improved concrete <br />floor/ceiling assembly would be at least IIC 67. The concrete floor -ceiling assembly as detailed above <br />is expected to meet the minimum building code requirements with any hard surface floor covering <br />with this 2 min thick acoustical underlayment in place. <br />Acoustical Analysis Report for 4th and Mortimer • Job # S220404 • July 18, 2022 Page 14 <br />Eilar Associates, Inc. <br />Acoustical and Environmental Consulting Services <br />Option 2: Improved Concrete Slab Floor/Ceiling Assembly wthoutDropped Ceikng <br />• Hard surface finish flooring <br />• Single layer of 5 mm thick acoustical underlayment, such as GenieMat RST05, Ecore <br />QTscu 4005, or equivalent (not required over nonresidential space or where carpet and <br />pad are installed) <br />• 8-inch minimum thickness concrete slab <br />This assembly was tested by NGC Testing Services with ceramic tile flooring. The tested assembly <br />(NGC Report No. 7013106) achieved an IIC rating of 50. The concrete floor -ceiling assembly as <br />detailed above is expected to meet the minimum building code requirements with any hard surface <br />floor covering with this 5 mm thick acoustical underlayment in place. <br />Wood -Framed One Hour Floor/CeikngAssembly (1/AD-21) <br />The wood -framed floor/ceiling assembly between stacked units should be constructed as follows: <br />• Carpet and pad OR hard surface finish flooring <br />• 1-inch-thick gypsum concrete topping <br />• Single layer of Acousti-Mat 1/4 floor underlayment (not required in carpeted areas) <br />• Single layer plywood <br />• 2-inch by 10-inch dimensional wood joists <br />• Fiberglass batt insulation in cavity <br />• Single layer of 5/8-inch-thick Type X gypsum board, attached to the joists using single -leg resilient <br />channels <br />A laboratory STC test was conducted by Intertek (report number I0112.20-113-11-RO) for this assembly. The <br />tested assembly achieved an STC rating of 57, which exceeds the minimum required rating of STC 50 required <br />by the California Building Code. This rating applies to the assembly regardless of floor finish. <br />A laboratory IIC test of a similar assembly with a floor covering of carpet and pad was conducted by Geiger <br />and Hamme (Catalog section number 2.1.4.2.1.5) and achieved an IIC rating of 79. The laboratory -tested <br />assembly differs from the proposed assembly in that the tested assembly incorporated a slightly thicker layer of <br />lightweight concrete; however, the slight decrease in thickness of gypsum concrete is not expected to <br />significantly affect the IIC rating of the assembly. Therefore, the IIC rating of the proposed assembly with <br />carpet flooring is expected to exceed the minimum required rating of IIC 50 required by the California Building <br />Code. Additionally, it should be noted that the tested assembly did not include the additional benefit of the <br />Acousti-Mat underlayment. For this reason, the Acousti-Mat 1 /4 underlayment is not required in carpeted <br />areas. Although not required beneath areas with a floor covering carpet and pad, it is the recommendation of <br />the undersigned that the Maxxon Acousti-Mat 1 /4 underlayment be incorporated in all areas, to better ensure <br />that future notential alterations to floor coverings (such as renlacine cametinLr with hard surface floorhw) will <br />still meet California Building Code impact noise rating requirements. <br />The above wood floor/ceiling assembly was tested for impact sound transmission at Intertek Acoustical <br />Laboratories with floor coverings of either sheet vinyl, vinyl plank, ceramic tile, or engineered hardwood <br />flooring (report numbers I0112.20-113-11-RO, I0112.19-113-11-RO, I0112.24-113-11-RO, and I0112.21-113-11- <br />R0, respectively). The tested assembly achieved an IIC rating of 51 with a sheet vinyl floor covering, 51 with a <br />vinyl plank floor covering, 52 with a ceramic tile floor covering, and 51 with an engineered hardwood floor <br />covering. These ratings meet the standards of the California Building Code. <br />Acoustical Analysis Report for 4th and Mortimer • Job # S220404 • July 18, 2022 Page 15 <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 />E I] Q A K <br />NVL- STMENI'S <br />4199 CAMPUS DRIVE <br />I RVI N E, CA 92612 <br />PHONE NO. (714) 342-2502 <br />0 <br />Q <br />U <br />Q <br />Z <br />Q <br />Q <br />Z <br />Q <br />W <br />1— <br />w <br />w <br />w <br />N_ <br />LO <br />06 <br />LO <br />T_ <br />No. Date Description H <br />MG <br />W <br />v / <br />U <br />W <br />2 <br />U <br />Z <br />It is the clients responsibility prior to or during construction to notify the architect in writing <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 <br />do <br />with the work. The client will be responsible for any defects in construction if these <br />procedures are not followed. <br />�, J <br />aRl^y,T <br />L.L <br />G��SED <br />N <br />No. C29795 * <br />C) <br />RENEWAL DATE <br />AUGUST 31, 2023 <br />1 <br />9jF OF <br />CD <br />CA�� <br />License Stamp <br />o <br />EXTERIOR <br />ACOUSTICAL <br />ANALYSIS REPORT <br />COPYRIGHT n <br />AO-93 <br />