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HomeMy WebLinkAboutCT 2019-0004; 330 CHINQUAPIN AVE; Acoustical Analysis Report; 2019-04-01Acoustical Analysis Report for 330 Chinquapin Avenue Carlsbad, California Prepared for: Jeffrey Galizio 330 Chinquapin Avenue Carlsbad, California 92008 Prepared by: DUDEK 605 Third Street Encinitas, California 92024 Contact: Mark Storm APRIL 2019 APR 1 7 2019 CITY OF CARLSBAD PLANNING DIVISION ,,. ... ' ,.. .. ,,. .. ... .. ,,. .. ,.. ... ,.. .. ... ----.. ---.. -- ----- Acoustical Analysis Report 330 Chinquapin Avenue TABLE OF CONTENTS Section Page No. 1 EXECUTIVE SUMMARY ............................................................................................... 1 2 INTRODUCTION AND BACKGROUND ...................................................................... 3 3 REGULATORY SETTING ............................................................................................ 11 4 5 6 7 8 9 EXISTING CONDITIONS ............................................................................................. 17 THRESHOLDS OF SIGNIFICANCE ........................................................................... 21 PREDICTION METHODOLOGIES ............................................................................ 23 IMPACT DISCUSSION .................................................................................................. 25 MITIGATION MEASURES ........................................................................................... 33 REFERENCES ................................................................................................................. 35 APPENDICES A B C D E F G H Glossary of Acoustical Terminology Noise Measurement Field Data Construction Noise Modeling Inputs and Output Roadway Noise Prediction Modeling Composite Sound Transmission Class Estimation FTA ("CREATE") Rail Noise Impact Assessment FRA Horn Noise Model Project Plot Plan and Floor Plans FIGURES 1 2 3 Project Location ................................................................................................................... 7 Site Plan ............................................................................................................................... 9 Noise Measurement Locations ........................................................................................... 19 DUDEK 11665 April 2019 Acoustical Analysis Report 330 Chinquapin Avenue TABLE OF CONTENTS (CONTINUED) Page No. TABLES 1 2 3 4 5 6 7 8 9 Land Use Compatibility for Community Noise Environments ......................................... 13 Allowable Noise Exposure ................................................................................................ 14 Performance Standards for Non-Transportation Sources (As Measured at Property Line of Source/Sensitive Use) ............................................................................. 15 Measured Existing Noise Levels ....................................................................................... 17 Roadway Traffic Noise Prediction Parameters ............................................... '.············ ..... .23 Typical Construction Equipment Noise Emission Levels ................................................. 26 Construction Noise Modeling Summary Results .............................................................. .27 Predicted Roadway Traffic Noise Levels ......................................................................... .29 Sample Sound Insulation Performance Scenarios ............................................................. 30 DUDEK ii 11665 April 2019 .. I .. .. .,, .. .,, .. -.. .. ... - Acoustical Analysis Report 330 Chinquapin Avenue ACRONYMS AND ABBREVIATIONS Acronym/Abbreviation Definition AADT annual average daily traffic ADT average daily traffic APE area of potential effect AWT average weekday traffic Caltrans California Department of Transportation City City of Carlsbad CNEL Community Noise Equivalent Level dB decibel dBA A-weighted decibel FHWA Federal Highway Administration FTA Federal Transit Administration HUD U.S. Department of Housing and Urban Development HVAC heating, ventilation , and air conditioning Lin day-night average noise level l.eq energy-equivalent noise level Leq8h equivalent noise level over an 8-hour period Lmax maximum noise level measured over a given period LOS line of sight LT long-term Manual City of Carlsbad Noise Guidelines Manual MM Mitigation Measure NCTD North County Transit District PPV peak particle velocity project 570 Laguna Drive condominium project PSE project site east PSN project site north PSS project site south PSW project site west RCNM Roadway Construction Noise Model SANDAG San Diego Association of Governments SDNR San Diego Northern Rail SPL sound pressure level ST short-term STC sound transmission class TFIC Traffic Forecast Information Center TL transmission loss USGS U.S. Geological Survey VdB vibration velocity decibels DUDEK iii 11665 April 2019 .. .. .. .. ,,. - ,,,. ... - ,,.. .. ,.. ,,.. .. ,,,,, ... ... .. ,,. .. .. .. .. - 1 Acoustical Analysis Report 330 Chinquapin Avenue EXECUTIVE SUMMARY This noise study has been prepared to predict potential noise impacts associated with the development of the proposed residential project, known as "330 Chinquapin Avenue Development Project" (proposed Project) and consists of seven (7) residential units to be located at 330 Chinquapin A venue near Tamarack A venue, Carlsbad Boulevard, and the San Diego Northern Rail (SDNR) rail line in the City of Carlsbad, CA. The analysis results indicate that future vehicle noise from the aforementioned nearby roadways and train activities from adjacent SDNR is the principal source of community noise to which the proposed project would be exposed. Consistent with field measurements of the existing conditions, predicted noise levels were found to slightly exceed the City of Carlsbad (City) normally acceptable exterior noise goal of 60 dBA community equivalent noise level (CNEL ). Parapets for the proposed Project roof decks and accessible balconies as currently appearing in the design plans and elevations feature solid materials that should help occlude direct line-of-sight (LOS) to sources ofrail and roadway traffic noise and thus help exterior noise levels comply with City requirements. Sound exposure levels due to train operations on the SDNR were measured as part of the existing conditions field survey of outdoor ambient noise levels at the proposed Project site. For example, 75 dBA Lmax was measured during an attended 11 :00 a.m. to 11: 15 a.m. sound pressure level (SPL) measurement on the proposed Project site. Maximum SPL as high as 95 dBA was recorded by an unattended long- term noise monitor installed on the proposed project site to measure outdoor ambient noise levels over a complete 24-hour period. Such momentary high levels of noise are consistent with the project applicant's observations of train "whistles" associated with proximity of the at-grade crossing at Tamarack A venue-as close as 400 feet to the northern edge of the proposed project. Thus, such rail operations that are known to include commuter trains (largely during the daytime hours) and freight trains may still result in nuisances to expected future noise-sensitive receptors that would be occupying the completed Project. For this reason, this analysis recommends that exterior-to-interior noise reduction methods (e.g., sufficiently thick glazing for windows and balcony doors) having a sound transmission class (STC) rating of 30 or higher be installed to help remediate these instantaneous noise levels. Mechanical ventilation should be part of the proposed Project design, since open windows and doors studied in a number of sample cases result in composite STC ratings for facades that would compromise compliance of 45 dBA CNEL for habitable interior spaces as required by the City and the State's building code . HVAC and other mechanical systems associated with the proposed Project require further design development. Prior to construction, the project applicant will have a qualified acoustician review the sound specifications and locations of proposed equipment to help ensure that sound emission levels-attenuated with enclosures or barriers and/or controlled with proper equipment selection and inherent features that enhance quiet operation-comply with the City's hourly Leq thresholds at the property line: 55 dBA during the day, and 45 dBA Leq at night. DUDEK 11665 April 2019 .. ,,,. .. ,.. ,,,. ... ... ... ... ... ... ,. ... ,,.. ... ,,. -.. .. .. .. .. .. -.. -.. 2 Purpose Acoustical Analysis Report 330 Chinquapin Avenue INTRODUCTION AND BACKGROUND As required by the City of Carlsbad Noise Guidelines Manual ("Manual", City of Carlsbad 1994) for residential projects requiring a discretionary permit and containing "any multiple family dwelling units located within or 500-feet beyond the 60 dB(A) CNEL noise contour line of the Noise Contour Map approved as part of the Carlsbad General Plan," this technical noise report evaluates the potential noise impacts during construction and operation of the proposed 330 Chinquapin A venue condominium project (project). The report content and format should satisfy the "one-step" Complete Noise Report type as described by the Manual. Project Description The proposed Project is located at 330 Chinquapin Avenue, in the City of Carlsbad, San Diego County, California. The Project is located in Section 7 of Township 12 South, Range 4 West on the San Luis Rey, California, USGS 7.5 Minute Series Quadrangle (Figure 1). The Project area of potential effect (APE) is located approximately 0.25 miles northeast of the Pacific Ocean, 0.40 miles west of the I-5 North, and approximately 0.12 miles north of the Agua Hedionda Lagoon. Elevation within the Project site is between 52 and 56 feet above mean sea level. The Project proposes the construction of four (4) structures, as shown in Figure 2, Site Plan. The proposed Project includes the demolition of an existing single-family dwelling and construction of three (3) new detached two-story condominiums, as well as one two-story single-family dwelling that all share an approximately 0.44-acre site. Noise Characteristics Sound is mechanical energy transmitted by pressure waves in a compressible medium, such as air. Noise is defined as sound that is loud, unpleasant, unexpected, or undesired. The sound-pressure level has become the most common descriptor used to characterize the loudness of an ambient sound level. The unit of measurement of sound pressure is a decibel ( dB). Under controlled conditions in an acoustics laboratory, the trained, healthy human ear is able to discern changes in sound levels of 1 dB when exposed to steady, single-frequency signals in the mid-frequency range . Outside such controlled conditions, the trained ear can detect changes of 2 dB in normal environmental noise. It is widely accepted that the average healthy ear, however, can barely perceive noise level changes of 3 dB. A change of 5 dB is readily perceptible, and a change of 10 dB is perceived as twice or half as loud (Caltrans 2013a). A doubling of sound energy results in a 3 dB increase in sound, which means that a doubling of sound energy (e.g., doubling the number of daily trips along a given road) would result in a barely perceptible change in sound level. DUDEK 3 11665 April 2019 Acoustical Analysis Report 330 Chinquapin Avenue Sound may be described in terms oflevel or amplitude (measured in decibels), frequency or pitch (measured in hertz, or cycles per second), and duration (measured in seconds or minutes). Because the human ear is not equally sensitive to sound at all frequencies, a special frequency-dependent rating scale is used to relate noise to human sensitivity. The A-weighted decibel scale (dBA) performs this compensation by discriminating against low and very high frequencies in a manner approximating the sensitivity of the human ear. Several descriptors of noise (noise metrics) exist to help predict average community reactions to the adverse effects of environmental noise, including traffic-generated noise. These descriptors include the equivalent noise level over a given period (Leg), the statistical sound level (Ln), the day-night average noise level (Lc1n), and the Community Noise Equivalent Level (CNEL). Each of these descriptors uses units of dBA. Leg is a sound energy level averaged over a specified time period (typically no less than 15 minutes for environmental studies). Leg is a single numerical value that represents the amount of variable sound energy received by a receptor during a time interval. For example, a I-hour Leg measurement would represent the average amount of energy contained in all the noise that occurred in that hour. Leg is an effective noise descriptor because of its ability to assess the total time-varying effects of noise on sensitive receptors. Lmax is the greatest sound level measured during a designated time interval or event. Unlike the Leg metrics, Lc1n and CNEL metrics always represent 24-hour periods, usually on an annualized basis. Lc1n and CNEL also differ from Leg because they apply a time-weighted factor designed to emphasize noise events that occur during the evening and nighttime hours (when speech and sleep disturbance is of more concern). "Time weighted" refers to the fact that Lc1n and CNEL penalize noise that occurs during certain sensitive periods. In the case of CNEL, noise occurring during the daytime (7 a.m. to 7 p.m.) receives no penalty. Noise during the evening (7 p.m. to 10 p.m.) is penalized by adding 5 dB, and nighttime (10 p.m. to 7 a.m.) noise is penalized by adding 10 dB. Lc1n differs from CNEL in that the daytime period is defined as 7 a.m. to 10 p.m., thus eliminating the evening period. Lc1n and CNEL are the predominant criteria used to measure roadway noise affecting residential receptors. These two metrics generally differ from one another by no more than 0.5 to 1 dB. Vibration is the oscillatory movement of mass over time. It is described in terms of frequency and amplitude and, unlike sound, there is no standard way of measuring and reporting amplitude. Vibration can be described in units of velocity (inches per second) or discussed in decibel units to compress the range of numbers required to describe vibration. Vibration impacts to buildings are generally discussed in terms of peak particle velocity (PPV) that describes particle movement over time (in terms of physical displacement of mass). For purposes of this analysis, PPV will be used DUDEK 4 11665 April 2019 J , ., ., .,, ... i .. J .. "" .., J .. ... ,,,. .. -.. .. ... ,,,, ... ,,,, Ill .. 1111 .. .. .. .. .. .. .. ... -.. .. -.. .. Acoustical Analysis Report 330 Chinquapin Avenue to describe all vibration for ease of reading and comparison. Vibration can impact people, structures, and sensitive equipment (Caltrans 2013b). Common sources of vibration within communities include construction activities and railroads. Groundbome vibration generated by construction projects is usually highest during pile driving, rock blasting, soil compacting, jack hammering, and demolition-related activities. Next to pile driving, grading activity has the greatest potential for vibration impacts iflarge bulldozers, large trucks, or other heavy equipment are used. The maximum vibration level standard used by the California Department of Transportation (Caltrans) for the prevention of structural damage to typical residential buildings is 0.2 inches per second PPV (Caltrans 2013b). Additional acoustical terms, metrics, and descriptors appear in Appendix A, Glossary of Acoustical Terminology . DUDEK 5 11665 April 2019 Pacific Ocean 0 Project Boundary SOURCE SANGIS 2017 DUDEK & O ~ 1 ~el FIGURE 1 Project Location 330 Ch1nquaptn Ave Residential Pro1ect 0 cp 0 r-;==========·:;:i --------7 ., I I ; ·-· c·---·-· c .;..,;.. _ _,.;~-i. "' --, . • i; ', : ' ' ..lJ ! I I ~ I l I --------~--r=·--=_J---L..,, ...1..1..1" '----11 .... , -----!!--~---L------+-----·.:;_:!.J_...:;l ...:;.-.;,;;i-,;:.;---,;:.;-·.:;_:!.J--1--__ -·-'© I i -~-i0 I .. I . . ~ • i a, ~ 0 N Q --g ., ~I in ~ 0 u I\ 2 E ~ ~ ' E w 0 :;, £; C 5 w :::, u a:: => C 0 (f) .. -.. ,.. 11111 ,.. ... ,,,. .. .. ,,. -,,. -,. .. ... -.. .. ,,,. .. ... .. ,,,. .. .. .. .. 3 Acoustical Analysis Report 330 Chinquapin Avenue REGULATORY SETTING The project site is located in the City of Carlsbad (City). The following guidance relating to noise is relevant to the proposed project. Federal Transit Administration In its Transit Noise and Vibration Impact Assessment guidance manual (FTA 2006), the Federal Transit Administration (FTA) offers guidance on the estimation of construction noise levels from a construction project site. It also provides suggested thresholds that include no more than 80 dBA Leq ( over an eight-hour period) as received at a residential land use. In the absence of such a quantified limit provided by the City, this analysis adopts 80 dBA Leq&h for quantitative construction noise impact assessment. California Department of Transportation For assessing potential groundbome vibration impact at sensitive receptor locations when attributed to construction activities, the California Department of Transportation (Caltrans) provides guidance indicating that continuous vibrations with a peak particle velocity (PPV) of approximately 0.2 inches per second (ips) is considered "annoying" (Caltrans 2013b) to occupants of receiving structures. For context, heavier pieces of construction equipment, such as a large bulldozer that may be expected on the project site, have peak particle velocities of approximately 0.089 ips or less at a reference distance of 25 feet (FTA 2006) . At sufficiently high levels, construction vibration can also present a building damage risk. Per Caltrans, the recommended peak particle velocity threshold for newer residential structures is 0.5 ips PPV and 0.3 ips PPV or older residential structures-both of which are less stringent that the aforementioned threshold to annoy occupants of such structures. City of Carlsbad Noise Guidelines Manual The City's Noise Guidelines Manual is primarily intended to address community noise issues related to land use. The City's Noise Guidelines Manual summarizes the City's General Plan Noise Element policies, provides a distillation of the science of noise, explains procedures for the processing of a project, lists preferred methods for the mitigation of noise, and presents a preferred noise report format. Additionally, the City's Noise Guidelines Manual lists typical conditions of approval relative to noise control (City of Carlsbad 1994). The City's Noise Guidelines Manual does not address noise issues such as animal noise, noise from parties and loud gatherings, motor vehicle noise, or general nuisance noise, for which the best resource is the Carlsbad Municipal Code (Carlsbad Municipal Code, Chapter 8.48, Noise) . DUDEK 11 11665 April 2019 Acoustical Analysis Report 330 Chinquapin Avenue City of Carlsbad Municipal Code Carlsbad Municipal Code Chapter 8.48 outlines regulations for limitation of hours for construction (i.e., the erection, demolition, alteration, or repair of any building or structure or the grading or excavation of land) that creates disturbing, excessive, or offensive noise. Construction can occur Monday through Friday from 7 a.m. to 6 p.m., and Saturday 8 a.m. to 6 p.m.; no work can be conducted on Sundays or on federal holidays. Carlsbad Municipal Code Chapter 8.48 also outlines exceptions that may be granted by the City for circumstances such as emergency repairs required to protect the health and safety of the community. City of Carlsbad General Plan Noise Standards The Noise Element of the City's General Plan (City of Carlsbad 2015a) includes several standards for noise that are applicable to the proposed project, as discussed below. Community Noise Exposure Table 1, Land Use Compatibility for Community Noise Environments (reproduced from City of Carlsbad 2015a, Table 5-1 ), presents the community noise exposure matrix, establishing criteria the City uses to evaluate land use compatibility based on noise emanating from all sources. DUDEK 12 11665 April 2019 J J ., ... ., ... ., "" ~ j "" .., ... • .. ., .. ., ... .. ... """ .. Acoustical Analysis Report 330 Chinquapin Avenue Table 1 Land Use Compatibility for Community Noise E nvironments Land Use Category Residffl tial- Sin le Fmnily RK1dffltial- Mu.ltiple Family Transient Lodging Molt'~, Hoteb chools, Libraries, Churches, HoJpit;tls, Nul'liln Homei. Audit01 luna. Concert Spon Aren3, Outdoor Vlaygroun'4. Parks GoU CourstS. RidlnH 5111hl ¼'ater RKreatioo. Cemeteries Offict Buildln , Bwincss Conuru.>rd:tl and Pror~ronal Industrial, t-1:mutiicturing. Utilities, A . culture Exterior D(ly/Night Nol e Levels DNL or Ldn. dB 55 60 65 70 75 80 Source: City of Carlsbad 2015a, Noise Element. Table 5-1. DUDEK 13 INTERPRETATION Norm~lly Acapt:ible: Specihed land u~ is uthfactory, bastd UJlOll the auumpt1on u,ai any bwldJog> invulved are of norm::al cawl'ntiQJlal ccn,Jruction, WlthoW any 5t'«'Ci31 nol5e lll.SUfallOA rniuiR-mc:nts Condtlionally Accept'ablr: rw oon..iruct1on or de\'clopnlffll should be un<krtaken only after a dl'Wled analysis of the noise reduction rcquirernmu is mad.: and needed noise ill.\ulation futures included in the dttiim. omully Una cptable: Nr,,, oonstruction or dcvtlopmtnt lmuld gctll'rnlly IM! d ™-'OUfil «i. If new COil lfllCIJOtl Ot IWYo!IOflllWOl does p-rocud. a detailed aJUly · of the noiK reduction requirement must bt mack nnd nttded noise m~ulahon featu~ mclud,:J m tlw de51gr. Cletrl)' Unacuptable "'I""' oonslruclion or dt\'"'opmenl dcartr <hould not IM! undertaken. 11665 April 2019 Allowable Noise Exposure Acoustical Analysis Report 330 Chinquapin Avenue Table 2, Allowable Noise Exposure (reproduced from City of Carlsbad 2015a, Table 5-2), presents acceptable limits of noise for various land uses for both exterior and interior environments from transportation sources. Note that Table 1 provides standards to help the City establish the appropriateness of locating specific uses in noise-sensitive environments, and Table 2 provides standards that development must attain through noise attenuation measures. The limits in Table 2 are based on guidelines provided by the California Office of Planning and Research. As shown in Table 2, the allowable noise exposure for residential land uses is 60 dBA CNEL in outdoor activity areas, and 45 dBA CNEL in habitable interior spaces (e.g., living rooms, bedrooms). The 60 dBA CNEL outdoor activity area and 45 dBA CNEL indoor living area standards would be applicable to the proposed project. LandUse Residential Motels, Hotels Table 2 Allowable Noise Exposure1 Outdoor ActlvltyU Areas (dBACNEL) 604 65 Hospitals, Residential Care Facilities, Schools, Libraries, 65 Museums, Churches, Day Care Facilities Playgrounds, Parks, Recreation Uses 65 Commercial and Office Uses 65 Industrial Uses 70 Source: City of Carlsbad 2013, Table 5-2. Interior Spaces (dBA CNEL) 45 45 45 50 50 65 Development proposed within the McClellan-Palomar Airport Area of Influence shall also be subject to the noise compatibility policies contained in the ALUCP [Airport Land Use Compatibility Plan). For non-residential uses, where an outdoor activity area is not proposed, the standard does not apply. Where the location of outdoor activity areas is unknown, the exterior noise level standard shall be applied to the property line of the receiving use. 3 Where it is not possible to reduce noise in outdoor activity areas to the allowable maximum, levels up to 5 dB higher may be allowed provided that available exterior noise level reduction measures have been implemented and interior noise levels are in compliance with this table. An exterior noise exposure level of 65 dBA CNEL is allowable for residential uses in a mixed-use project and for residential uses within the McClellan-Palomar Airport Area of Influence, pursuant to the noise compatibility policies contained in the ALUCP. Table 3 (reproduced from City of Carrsbad 2015a, Table 5-3) provides City standards for noise from non-transportation noise sources, including on-site stationary equipment and machinery such as heating, ventilation, and air conditioning (HV AC) equipment. These standards apply to the noise sources themselves, as measured at the edge of the property line; noise caused by motor vehicles traveling to and from the site is exempt from this standard. DUDEK 14 11665 April 2019 Acoustical Analysis Report 330 Chinquapin Avenue Table 3 Performance Standards for Non-Transportation Sources (As Measured at Property Line of Source/Sensitive Use) Daytime Nighttime Noise Level Descriptor (7 A.M. to 10 P.M.) (10 P.M. to 7 A.M.) Hourly leq, dB 55 45 Maximum Level, dB 75 65 Source: City of Carlsbad 2013, Table 5-3. Note: Each of the noise levels specified above shall be lowered by 5 dB for simple tone noises, noises consisting primarily of speech or music, or for recurring impulsive noises. DUDEK 15 11665 April 2019 Acoustical Analysis Report 330 Chinquapin Avenue 4 EXISTING CONDITIONS Existing Conditions The project site occupies 0.44 acres and is located along the north side of Chinquapin A venue, approximately 0.4 miles west of Interstate 5 and 0.3 miles east of the Pacific Ocean (Figure 1 ). Currently there exists apartments to the north, east, and west, and single-family residential to the south. The existing development on the site is not consistent with the City's current zoning and density plans for the property. The zoning map indicates "R-23", which expects between 15 and 23 dwelling units per acre (City of Carlsbad, 2017). However, the planned development will be consistent with these plans: development of 7 dwelling units on the 0.44-acre site represents a density of 16 dwelling units (d.u.) per acre and would thus fall within the expected 15-23 d.u. per acre density range. Noise measurements were taken on and near the project site in January 2019 to characterize the existing noise environment. The daytime, short-term (1 hour or less) attended sound level measurements were taken with a Rion NL-52 sound-level meter. This sound-level meter meets the current American National Standards Institute standard for a Type 1 precision sound-level meter. The calibration of the sound-level meter was verified before and after the measurements were taken, and the measurements were conducted with the microphone positioned approximately 5 feet above the ground. Three short-term (ST) noise measurement locations (STI , ST2, and ST3) that represent key potential sensitive receptors or sensitive land uses were selected on, adjacent to, and near the project site. The measurement locations are shown in Figure 3, Noise Measurement and Modeling Locations, and the measured average noise levels and measurement locations are provided in Table 4, Measured Existing Noise Levels. Detailed existing noise measurement data appears in Appendix B, Noise Measurement Field Data and includes the results of an additional unattended long-term (LT) monitor deployed near the geographic center of the proposed Project site. The primary noise sources at the measurement locations consisted of relatively continuous sounds from traffic along the adjacent roads. At ST3, a train pass-by was observed during the 15-minute measurement period-thus explaining the higher Leq and Lmax values. Table 4 Measured Existing Noise Levels Receptor Location/Address Datt Time ST1 South of 330 Chinquapin Ave, January 22, 2019 11:20 AM to 11:35 AM Carlsbad, California 92008 DUDEK 17 l.q1 (dBA) 50.8 '-2 (dBA) 57.9 11665 April 2019 Receptor ST2 ST3 LT1 Acoustical Analysis Report 330 Chinquapin Avenue Table 4 Measured Existing Noise Levels LocationlAdclntls Date Time North of 395 Chinquapin Ave, January 22, 2019 11 :35 AM to 11 :50 AM Carlsbad, California 92008 330 Chinquapin Ave, Carlsbad, January 22, 2019 11:00AMto 11:15AM California 92008 (on-site) 330 Chinquapin Ave, Carlsbad, January 22-23, 2019 January 22, 11 :02 AM to California 92008 (on-site) January 23, 11 :32 AM Equivalent continuous sound level (lime-average sound level) in A-weighted decibels Maximum noise level in A-weighted decibels 1...1 t-2 (dBA) (dBA) 50.8 61.4 55.7 75 60.3 95.1 CNEL values calculated from the LT monitor, which operated from 11 :02 a.m. on January 22, 2019 through 11:32 a.m. on the following morning, are as follows: • 65.5 dBA CNEL including all IO-minute duration intervals (and thus all sound detected); and, • 61.9 dBA CNEL from all but forty-six (46) intervals where the Lmax exceeded 70 dBA and thus indicates the likelihood of a train pass-by. This quantity of excluded intervals compares with previously reported train pass-by occurrences in other publicly-available studies (Ldn Consulting 2016). As presented by the Figure B-1 in Appendix B, the Leq values at night never drop below 50 dBA, which help keep the CNEL elevated-due to the IO dB penalty added to nighttime hours (IO p.m. to 7 a.m.)-and above 60 dBA CNEL even without the inclusion of train pass-by events. DUDEK 18 11665 April 2019 0 Project Boundary 0 Long-term Noise Measurement Location D Short-term Noise Measurement Locations SOURCE SANGIS 2017 DU DE K & 0 100 ~ •• , FIGURE 3 Noise Measurement Locations 330 Ch1nquap1n Ave Res1dent1al Pro1ect Acoustical Analysis Report 330 Chinquapin Avenue 5 THRESHOLDS OF SIGNIFICANCE The following significance criteria are based on Appendix G of the California Environmental Quality Act Guidelines (14 CCR 15000 et seq.) that were revised in January 2019 and will be used to determine the significance of potential noise impacts. Impacts to noise would be significant if the proposed project would: A. Generate 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. B. Generate excessive groundbome vibration or groundborne noise levels. C. 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. In addition, and as expected by the City, this report analyzes noise exposure to anticipated new occupants of the proposed newly-built residences on the project site. The following, as they relate to the noise regulations and standards presented in Section 2, summarize the significant impact criteria considered applicable to the proposed project: • Construction Noise -within allowable construction hours per the City of Carlsbad General Plan Noise Element (City of Carlsbad 2015a), adoption of the 80 dB A eight-hour Leq threshold consistent with FTA guidance (FTA 2006). • Transportation Noise - o Roadways -60 dBA CNEL at the exterior of residential land uses per the City, and 45 dBA CNEL interior. o Rail operations -60 dBA CNEL at residential land uses per the City, and 45 dBA CNEL interior. • Project Operations (Stationary Sources)-55 dBA hourly Leq during daytime hours and 45 dBA hourly Leq during nighttime hours. Maximum sound levels (Lmax) are 20 dB higher than these limits. • Groundborne Vibration -0.2 ips PPV for human annoyance; and, 0.3 ips PPV for building damage risk (for older residential structures). DUDEK 21 11665 April 2019 Acoustical Analysis Report 330 Chinquapin Avenue 6 PREDICTION METHODOLOGIES Roadway Noise Level Assessment Existing and future roadway noise levels were predicted with algorithms based on the Federal Highway Administration (FHW A) RD-77-108 report, with adjustments to reflect "Calveno" vehicle noise emission levels (Caltrans 1995) as adopted by the California Department of Transportation (Caltrans). Key model inputs and assumptions are as follows: • Existing traffic noise levels at anticipated completion of the proposed project assume traffic volumes (presented in Table 5) are represented by "Series 12" forecasts for 2020 as provided by the San Diego Association of Governments (SANDAG) Traffic Forecast Information Center (TFIC). • Similarly, future traffic noise levels for the year 2035 are based on TFIC Series 12 "adjusted volumes" for the same studied roadways as shown in Table 5. • For Tamarack Avenue and Carlsbad Boulevard, the proportions of automobile, medium truck, and heavy truck vehicle types of the forecasted traffic volumes are shown in Table 5 and reflect the "non truck route" percentages as appearing in the City's Noise Guidelines (City of Carlsbad 2013). • For Interstate 5 Freeway, the proportions of trucks are based on Caltrans annual average daily traffic (AADT) information (Caltrans 2017). • This analysis assumes 80% of the average weekday traffic (A WT) occurs during daytime hours (7:00 a.m. to 7:00 p.m.), 10% during the evening (7:00 p.m. to 10:00 p.m.), and 10% during the nighttime (10:00 p.m. to 7:00 a.m.); and, • Peak hour traffic is ten percent (10%) of the average daily traffic (ADT). Table 5 Roadway Traffic Noise Prediction Parameters Average Weekday Traffic (AWT) Modeled Vehicle Type Proportions(%) Roadway Year 2020 (direction) Year 2035 (direction) Tamarack Avenue 7,400 (westbound) 9,700 (westbound) 9,700 (eastbound) 12,100 ( eastbound) Carlsbad Boulevard 21,900 (northbound) 26,900 (northbound) 17,100 (southbound) 21,400 (southbound) Interstate 5 Freeway 89,400 (northbound) 99,500 (northbound) 83,600 (southbound) 96,1 00 (southbound) Sources: SANDAG (2019); Caltrans (2017) DUDEK 23 Speeds (mph) Automobiles 30 97.9 35 97.9 65 95.2 Medium Trucks 1.8 1.8 1.88 Heavy Trucks 0.3 0.3 2.92 11665 April 2019 Acoustical Analysis Report 330 Chinquapin Avenue Rail Noise Level Assessment Typical rail activity on the SDNR was modeled using the "CREA TE" railroad noise model (FRA 2006), which is based on the Federal Transit Administration (FTA) General Transit Noise Assessment spreadsheet and uses inputs identical ( or comparable) to those as described in the FT A Transit Noise and Vibration Impact Assessment guidance manual (FTA 2006). To model the train "whistle" noise, a separate Grade Crossing Noise Model based on Federal Railroad Administration (FRA) guidance was used (FRA, 2003). Construction Noise Level Assessment The Federal Highway Administration's Roadway Construction Noise Model (RCNM) (FHWA 2008) was used to estimate construction noise levels at the noise-sensitive land uses. Although this noise prediction model was created by the FHW A, the RCNM is often used for non-roadway projects because the same types of construction equipment used for roadway projects are also used for other project types. Input variables for the RCNM consist of the receiver/land use types, the equipment type and number of each ( e.g., two graders, a loader, a tractor), the duty cycle for each piece of equipment (e.g., percentage of hours the equipment typically works per day), and the distance from the noise-sensitive receiver. No topographical or structural shielding was assumed in the modeling of construction noise. Exterior-to-Interior Noise Level Assessment Sound transmission class (STC) values were analyzed for a set of five (5) sample exterior building facades, comparing situations with open windows versus closed windows and open doors versus closed doors. Estimated composite noise reduction performance of each scenario was then arithmetically subtracted from the exterior CNEL values to determine interior background CNEL that would comply with the City and State of California expectation of 45 dBA. Sound transmission loss (TL) values, at OBCF resolution (i.e., 125 Hz to 4kHz) for the fa9ade elements was studied from U.S. Housing and Urban Development (HUD), Kinetics Noise Control, and Viracon data sources. DUDEK 24 11665 April 2019 Acoustical Analysis Report 330 Chinquapin Avenue 7 IMPACT DISCUSSION While this standalone technical noise report has been prepared for purposes of submission to the City per its guidelines and proposed project application requirements, the following noise and vibration impact analyses proceed in the same order as the aforementioned CEQA tests for significant impact presented in Section 5. A. Would the project generate 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 with Mitigation Provided. Implementation of the proposed project would result in two primary types of potential noise impacts: short-term (i.e., temporary) noise during construction, and long-term noise during operation of the residential project. Short-Term Construction Noise Construction activities for the proposed project would include demolition of existing structures, clearing and grubbing, mass excavation of soils, grading and trenching of the project site, installation of utilities, construction of buildings, paving, and application of architectural coatings. Noise impacts from construction activities associated with the proposed project would be a function of the noise generated by construction equipment, locations of equipment and of nearby land uses, and timing and duration of the construction activities. The nearest sensitive receptors to the project site are multi-family homes located east of the project site. Other residential land uses are located farther north, east, and south of the project site. Construction noise is difficult to quantify because of the many variables involved, including the specific equipment types, size of equipment used, percentage of time, condition of each piece of equipment, and number of pieces of equipment that will actually operate on site. The range of maximum noise levels for various types of construction equipment at a distance of 50 feet is depicted in Table 6, Typical Construction Equipment Noise Levels. The noise values represent maximum noise generation, or full-power operation, of the equipment. As an example, a loader and two dozers all operating at full power and relatively close together would generate a maximum sound level of approximately 90 dBA at 50 feet from their operations. As the distance increases between equipment and/or the distance increases between areas with simultaneous construction activity, dispersion and distance attenuation reduce the effects of separate noise sources added together. In addition, typical operating cycles may involve 2 minutes of full-power operation followed by 3 or 4 minutes at lower power. The average noise level during construction activity is generally lower, since maximum noise generation may only occur up to 50% of the time. Noise DUDEK 25 11665 April 2019 Acoustical Analysis Report 330 Chinquapin Avenue levels from construction operations decrease at a rate of approximately 6 dBA per doubling of distance from the source (FHW A 2008). Table 6 Typical Construction Equipment Noise Emission Levels Equipment Typical Sound Level (dBA) 50 Feet from Source Roller 74 Concrete vibrator 76 Pump 76 Saw 76 Backhoe 80 Air compressor 81 Generator 81 Compactor 82 Concrete pump 82 Crane, mobile 83 Concrete mixer 85 Dozer 85 Grader 85 Impact wrench 85 Loader 85 Pneumatic tool 85 Jackhammer 88 Truck 88 Paver 89 Source: FHWA 2004 The nearest point of major construction act1v1t1es (i.e., excavation, utilities work, building construction) to the closest noise-sensitive receivers (single-family residences located to the east and multi-family residences to the west) would be approximately 10 feet, and the farthest distance from construction activity to the same residences would be approximately 300 feet. For construction noise, a concept called the "acoustic center" is useful in describing average noise levels across an entire construction period for adjacent receivers. The acoustic center is the idealized point from which the energy sum of all construction activity noise near and far would originate, and it is derived by taking the square root of the product of the shortest distance multiplied by the farthest distance. For this project, the acoustic center for construction was calculated to be 55 feet from the closest receiver. Thus, the distance to the nearest construction activities would be approximately 10 feet, but the distribution of construction activity across the site would typically occur with a center approximately 55 feet or more away from the closest noise- sensitive receivers. DUDEK 26 11665 April 2019 Acoustical Analysis Report 330 Chinquapin Avenue Using the RCNM as a prediction tool, the noise levels from the proposed construction activities are summarized in Table 6, Construction Noise Model Results Summary. The complete set of RCNM input and output data for construction noise is provided in Appendix C, Construction Noise Modeling Input and Output. As shown in the table, at the nearest residences, noise levels would range from approximately 88 to 98 dBA Leq when construction would take place at or near the project boundary. More typical construction noise levels at the adjacent residences would range from approximately 73 to 83 dBA Leq. Table 7 Construction Noise Modeling Summary Results L-(dBA) Construction Phase Nearest Receiver 1 O' TvJJical Receiver 55' Demolition 94 79 Site Preparation 98 83 Gradinq 94 79 Building Construction 88 73 Paving 91 76 Architectural Coating 88 73 dBA = A-weighted decibels; leq = equivalent sound level The City regulates construction noise by restnctmg the allowable hours of construction. Construction can occur Monday through Friday from 7 a.m. to 6 p.m. and Saturday 8 a.m. to 6 p.m.; no work can be conducted on Sundays or on federal holidays. If work were to occur outside of the allowable hours, annoyance or sleep disturbance could result from construction noise; also, due to the relatively limited distance to existing adjacent residences, construction noise annoyance could result even during daytime hours, constituting a potentially significant short-term noise impact. Mitigation measures (MM-NOi-I and MM-NOI-2) have been prescribed, as detailed in Section 6, below. With implementation of required mitigation, construction-related noise levels would not exceed any standards and would not be substantially higher than existing ambient daytime noise levels (as shown in Table 4). Therefore, temporary construction-related noise impacts would be less than significant with mitigation. Long-Term Operational Noise The proposed project would result in the creation of additional vehicle trips on local arterial roadways (i.e., Chinquapin Avenue), which could result in increased traffic noise levels at adjacent noise-sensitive land uses. Additionally, the proposed residences would be exposed to noise from traffic on Chinquapin A venue, which could result in noise levels in excess of City standards. In DUDEK 27 11665 April 2019 Acoustical Analysis Report 330 Chinquapin Avenue addition to potential traffic noise impacts, noise from nearby rail activity has the potential to exceed applicable noise standards. Project-Attributed Off-Site Traffic Noise The Project is expected to generate only a modest number of daily vehicle trips, primarily limited to cars. Under the existing conditions, and if considered represented by forecasts for the year 2020, roadway segments in the Project's study area (traffic analysis zone number 813 , per SANDAG TCIF) carry up to an estimated 18,512 daily trips (SANDAG 2019). Thus, the proposed Project- related vehicle trips would represent a negligible incremental increase in traffic volumes in the Project area. Typically, a doubling of the energy of a noise source, such as a doubling of traffic volume, would increase noise levels by 3 dBA. Under normal circumstances (non-laboratory settings), a 3-dBA increase in noise levels is considered to be to smallest increase that is audible to the human ear; whereas a less than 3-dBA increase in noise levels is considered to be a barely or non-audible increase. Given that it would result in only a modest increase in traffic volumes on local roadways, the Project is not expected to result in an increase of 3 dBA or greater on roadways in the study area. Therefore, impacts associated with Project-generated traffic noise would be less than significant. On-Site Exterior Traffic Noise The predicted results shown in Table 8 indicate that existing (i .e., "adjusted" Series 12 forecasts for 2020 per SANDAG TCIF) roadway traffic noise levels would fall between 60-61 dBA CNEL, which compares with the non-train measured CNEL of 61.9 dBA at the proposed Project site by no more than a 2 dB difference. Details of the inputs and outputs for these predictive analyses appear in Appendix D, Roadway Noise Prediction Modeling. Thus, on the basis of this field validation of the roadway traffic noise prediction model, the predicted roadway traffic noise levels for the 2035 year conditions can be considered reasonably accurate for the purposes of this analysis. For both 2020 and 2035 conditions, it appears the exterior usage areas of the proposed Project would be slightly above the City's 60 dBA CNEL limit and therefore require noise mitigation considerations in the Project design. Review of the architectural plans (please see Appendix H, Project Plot Plan and Floor Plans from Ultra-Unit Architectural Studio) shows that proposed Project exterior use areas, such as roof decks and accessible balconies on Buildings 1, 2, and 3, feature parapets at least 3 feet in height with respect to the finished floor. So long as the top heights of these barriers block line-of-sight to DUDEK 28 11665 April 2019 Acoustical Analysis Report 330 Chinquapin Avenue sources of roadway traffic noise, at least 3 dB of noise reduction can be expected, which would yield CNEL values that are less than 60 dBA and thus comply with the City's requirements. The ground level yard of the Custom House is, due to its location on the west side of the building, similarly occluded from the Interstate 5 roadway traffic to the east and should also experience a slight noise reduction benefit to yield exterior noise levels less than 60 dBA CNEL. Table 8 Predicted Roadway Traffic Noise Levels Estimated Each Estimated Combined Roadway CNEL Roadways CNEL Distance to Roadway (dBA) (dBA) Receptor Description (feet) 2020 2035 2020 2035 Project Site 10 feet within the proposed Tamarack Ave. (305) 52.3 53.3 60.8 61.4 North (PSN) northern project property line Carlsbad Blvd. (1 ,030) 49.6 50.6 Interstate 5 (2,000) 59.7 60.2 Project Site Same as ST-3 from Existing Tamarack Ave. (390) 50.7 51.7 60.6 61 .2 East (PSE) Conditions field survey Carlsbad Blvd. (1 ,100) 49.2 50.1 Interstate 5 (2 ,000) 59.7 60.2 Project Site Same as ST-1 from Existing Tamarack Ave. (555) 48.4 49.4 60.4 61 .0 South (PSS) Conditions field survey Carlsbad Blvd. (1 ,090) 49.3 50.2 Interstate 5 (2,000) 59.7 60.2 Project Site 5 feet within the proposed Tamarack Ave. (455) 49.7 50.7 60.5 61 .1 West(PSW) western project property line Carlsbad Blvd. (1 ,055) 49.5 50.4 Interstate 5 (2,000) 59.7 60.2 Notes: CNEL = community noise equivalent level On-Site Interior Traffic Noise The City and state require that interior noise levels not exceed a CNEL or Lc1n of 45 dBA within the habitable rooms of residences. Achieving these background interior noise levels typically requires modem building construction techniques featuring exterior shell assemblies (with glazing and doors, as appropriate) that provide sufficient sound insulation. When windows and doors are not shut or sealed, the acoustical insulation performance can be compromised and risk allowing exterior-to-interior noise intrusion. To assess the sound insulation performance of the proposed Project buildings, and the potential risk to performance posed by open windows or doors, Table 9 presents the results of five studied sample facades. Calculation details and data can be found in Appendix E, Composite Sound Transmission Class Estimation. DUDEK 29 11665 April 2019 Acoustical Analysis Report 330 Chinquapin Avenue Table 9 Sample Sound Insulation Performance Scenarios Estimated Composite Sound Transmission Class (STC) Proposed Project Building F~ Specimen With Windows or Doors With Windows or Doors Closed Open Building 1, Level 1, West Fa9ade of Room 1102 40 13 with 3'x3' window Building 1, Level 2, North Fa9ade of Room 1208 33 n/a with 6'x6' window Building 3, Level 2, South Fa9ade of Room 3201 30 8 with 6' tall x 5' wide double-doors Building 3, Level 2, East Fa9ade of Room 3201 32 n/a with 7.5' tall x 15' wide alazing system Custom House, Level 1, North Fa9ade of Room 33 6 4108 with 7' tall x 5' wide double doors Notes: 1. Exterior walls are, aside from windows and doors, "Exterior Stucco 1" type comprised of 5-1 /2" wood stud walls with ball insulation and 5/8"- thick gypsum wall board (GWB) on each side. Exterior facings are covered with stucco. Interior facing is mounted on resilient furring channel. 2. Windows and doors are assumed to be, at a minimum, 1/4"-thick monolithic glazing. Table 9 shows that open doors or windows would result in composite STC ratings that are far less than the closed-door or closed-window conditions. Arithmetically subtracting the estimated composite STC values in Table 9 from the predicted CNEL values shown in Table 8 would yield interior CNEL values that are higher than 45 dBA and thus non-compliant with the City's requirements. This means that windows and doors should remain closed to comply with the 45 dBA CNEL interior limit, and in so doing requires the proposed Project to feature mechanical ventilation means for the interior comfort of its occupants. Rail Noise The SDNR railroad alignment (i.e., parallel sets of tracks-one in each direction) exists 275 feet northeast of the proposed Project site. Dudek captured the noise level of a train pass-by event during its outdoor ambient measurement survey at position ST3 (please see Table 4). The rail traffic consists of the North County Transit District (NCTD) Coaster and Amtrak train that passes approximately forty-four (44) times a day Monday through Friday. On average, about six (6) nighttime commuter and freight train pass-bys occur. Typical rail activity was modeled using the CREATE rail noise model and resulted in an average CNEL of approximately 57 dBA, which stays below the 60 dBA CNEL threshold for the outdoor areas. However, usage of the FRA Grade Crossing Noise Model estimates that at a distance of 400 feet, representing the proximity of the Tamarack Avenue grade crossing to the proposed project's northeastern comer, the train "whistle" would be approximately 63 dBA CNEL. Logarithmically DUDEK 30 11665 April 2019 ""' ... ... I .. ,,. 1111 .. .. .. ,,. .. ,. .. ,.. .. ,,. .. ,.. .. .. .. .. .. .. ,. .. .. ' .. .. .. Acoustical Analysis Report 330 Chinquapin Avenue adding this grade crossing noise estimate to the CREATE prediction result of 57 dBA and the Calveno-based roadway traffic noise estimate of 60.5 dBA yields a total of 65.8 dBA CNEL that is less than 1 dB higher than the measured CNEL from the onsite LT monitor. Such close agreement between the measured outdoor ambient CNEL and the aggregate surface transportation noise level estimate suggests that these rail noise models can accurately predict future rail operations . By 2030, it is anticipated that rail operations would increase to a total of 98 trains per day due to regional transportation growth, including the addition of Metro link Commuter Service and planned infrastructure upgrades (Ldn Consulting 2016). Using the same FTA-and FRA-based techniques as those utilized to estimate rail and grade crossing noise for the 2020 conditions, and assuming this traffic increase occurs during daytime hours, the predicted total surface transportation noise level for this future year would be 66.5 dBA CNEL as received at the proposed Project site. Appendix F, FTA ("CREA TE") Rail Noise Impact Assessment, and Appendix G, FRA Hom Noise Model , contain spreadsheet screenshots showing rail modeling input data and results for both the 2020 and 2030 rail traffic conditions. Although compliant with the CNEL criteria, existing and predicted rail noise may cause occupant annoyance during each pass-by event. As displayed in Table 4 for survey position ST3 and in Figure B-1 of Appendix B that presents a plot of the measured intervals at the LT sound level monitor, a train pass-by event is expected to cause Lmax to exceed 70 dBA in the vicinity of the proposed Project. With windows and doors closed, the estimated composite STC ratings of the studied sample facades, ranging between 30 and 40, would be expected to reduce these intermittent periods of train-attributed outdoor noise prominence as heard indoors. On-Site Mechanical Noise Mechanical noise from HV AC equipment would occur as a result of the proposed Project. The details regarding the specific locations, quantity, or make/model of HV AC equipment have not yet been fully developed and are thus not available for analysis. HV AC systems could be located at ground-floor level or could involve roof-mounted systems. Based on the configuration of the residential structures on the site plan (Figure 2), the separation distance between HV AC systems and the western site boundary (which is adjacent to existing residences) could be as little as approximately 25 feet. The noise levels generated by HVAC equipment vary, but typically range from approximately 50 dBA to 65 dBA at a distance of 50 feet (City of Santa Ana 2010). For a single point source such as a piece of mechanical equipment, the sound level normally decreases by approximately 6 dBA for each doubling of distance from the source. The HV AC noise levels have the potential to exceed the City noise standard for stationary source noise at residential uses (55 dBA Leq from 7 a.m. to 10 p.m., 45 dBA Leq from 10 p.m. to 7 a.m.) at the nearest existing noise-sensitive receivers. In accordance with MM-NOI-3 as detailed in Section 6, an acoustical DUDEK 31 11665 April 2019 Acoustical Analysis Report 330 Chinquapin Avenue analysis will be required prior to approval of final occupancy permits, ensuring that noise from HV AC equipment is in compliance with the City of Carlsbad Municipal Code noise standards. B. Would the project expose persons to or generate excessive groundborne vibration or groundborne noise levels? Groundborne vibration attenuates rapidly-even over short distances. And when groundborne vibration encounters a building foundation, a coupling loss occurs depending on its mass and design. For typical wood-framed houses, like those near the proposed project, this coupling loss is 5 vibration velocity decibels (VdB) according to (FTA) guidance (FTA 2006). The attenuation of groundborne vibration as it propagates from source to receptor through intervening soils and rock strata can be estimated with expressions found in FTA and Caltrans guidance. By way of example, for a large bulldozer operating onsite at or near the western project boundary (that is 10 feet from the nearest receiving sensitive land use) the estimated vibration velocity level would be 0.19 ips and thus no greater than the annoyance threshold recommended by Caltrans. Therefore, vibration- induced annoyance to occupants of nearby existing homes would be less than significant. This predicted vibration velocity level associated with a large bulldozer ( or similar heavy construction equipment, which could include front loaders or backhoes) is also less than the building damage risk threshold of 0.3 ips PPV. Therefore, construction vibration attributed to the proposed Project should not cause community impacts. Once operational, the project would not be expected to feature major producers of groundborne vibration. On the contrary, anticipated mechanical systems like heating, ventilation and air- conditioning (HVAC) units are designed and manufactured to feature rotating (fans, motors) and reciprocating (compressors) components that are well-balanced and isolated· for vibration within or external to the equipment casings. On this basis, vibration due to project operation should be a less than significant impact to the community. C. 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 nearest airport is McClellan-Palomar Airport, located approximately 3.4 miles southeast of the project site. Based on the McClellan-Palomar Airport Land Use Compatibility Plan (San Diego County Airport Land Use Commission 2010), the project site is located approximately 2.5 miles outside of the airport's 60 dBA CNEL noise contour. As such, less-than-significant impacts from airport/aircraft noise would occur, and no noise mitigation is required. DUDEK 32 11665 April 2019 J ., .. J J ., "" ... ... I ... "" .. ... ,,. .. .. .. ,. .. ... .. .. .. Acoustical Analysis Report 330 Chinquapin Avenue 8 MITIGATION MEASURES The following mitigation measures would help ensure that operation-and construction-related noise levels created by the proposed Project would result in less than significant impacts to the community and to newly-created noise-sensitive receptors occupying the completed development. Construction MM-NOI-1 Construction activities shall take place during the permitted time and day per Carlsbad Municipal Code Chapter 8.48. The applicant shall ensure that construction activities for the proposed project are limited to the hours from 7 a.m. to 6 p.m. Monday through Friday, and 8 a.m. to 6 p.m. on Saturdays; no work shall be conducted on Sundays or on federal holidays. This condition shall be listed on the project's final design to the satisfaction of the City of Carlsbad Engineering Services Department. MM-NOI-2 The City of Carlsbad shall require the applicant to adhere to the following measures for all construction phases of the proposed project as a condition of approving the grading permit: DUDEK • The project contractor shall, to the extent feasible, schedule construction activities to avoid the simultaneous operation of construction equipment so as to minimize noise levels resulting from operating several pieces ofhigh-noise- emitting equipment. • All construction equipment, fixed or mobile, shall be equipped with properly operating and maintained mufflers. Enforcement shall be accomplished by random field inspections by applicant personnel during construction activities, to the satisfaction of the City of Carlsbad Engineering Services Department. • Construction noise reduction methods, such as shutting off idling equipment, constructing a temporary noise barrier, maximizing the distance between construction equipment staging areas and adjacent residences, and using electric air compressors and similar power tools rather than diesel equipment, shall be used where feasible. • During construction, stationary construction equipment shall be placed such that emitted noise is directed away from or shielded from sensitive receptors . • Construction hours, allowable workdays, and the phone number of the job superintendent shall be clearly posted at all construction entrances to allow surrounding property owners to contact the job superintendent if necessary. In 33 11665 April 2019 Operation Acoustical Analysis Report 330 Chinquapin Avenue the event the City of Carlsbad receives a complaint, appropriate corrective actions shall be implemented and a report of the action provided to the reporting party. MM-NOI-3 Because heating, ventilation, and air conditioning (HVAC) equipment and other mechanical equipment can generate noise that could affect surrounding sensitive receptors, and because the details, specifications, and locations of this equipment are not yet known, the project applicant shall retain an acoustical specialist to review project construction-level plans to ensure that the equipment specifications and plans for HV AC and other outdoor mechanical equipment incorporate measures, such as the specification of quieter equipment or provision of acoustical enclosures, that will not exceed relevant noise standards at nearby noise-sensitive land uses (e.g., residential). Prior to the commencement of construction, the acoustical specialist shall certify in writing to the City of Carlsbad that the equipment specifications and plans incorporate measures that will achieve the relevant noise limits. Level of Significance after Implementation of Mitigation Measures The effectiveness of mitigation measures would vary from several decibels (which is a relatively small change) to 10 or more decibels (which subjectively would be perceived as a substantial change), depending on the specific equipment, and the specific locations of the noise sources and the receivers. Installation of a noise barrier for HV AC equipment, for example, would vary in effectiveness depending on the degree to which the line-of-sight between the source and receiver is broken, and typically ranges as a reduction of 5 to 10 dB. Installation of more effective silencers on construction equipment could range in a reduction from several decibels to well over 10 dB. Reduction of idling construction equipment could reduce overall noise levels from barely any red~ction to several decibels. Cumulatively, however, these measures would result in substantial decreases in noise from construction and operation. With implementation of MM-NOI-1 through MM-NOI-3, noise impacts from project-related construction and operation would be less than significant. No further mitigation is required. DUDEK 34 --~---------···---·--------------------~ 11665 April 2019 J J J J J J J J ., ... ""' 111111 ""' 1111111 Ill" ,,.. Ila ""' Ila Ill" ,,.. ... ,,.. ... ,,.. ... .. .. .. .. .. .. ,,. .. ... .. .. .. 9 Acoustical Analysis Report 330 Chinquapin Avenue REFERENCES Caltrans (California Department of Transportation). 2013a. Technical Noise Supplement to the Traffic Noise Analysis Protocol. September 2013. Caltrans. 2013b. Transportation and Construction Vibration Guidance Manual. Division of Environmental Analysis, Environmental Engineering, Hazardous Waste, Air, Noise, Paleontology Office. Sacramento, California. September 2013. Caltrans. 2017. Traffic Census Program. Annual Average Daily Truck Traffic. Accessed April 5, 2019 at http://www.dot.ca.gov/trafficops/census/ City of Carlsbad. 1994. City of Carlsbad Noise Guidelines Manual. Prepared by Nolte and Associates. Amended July 2013. City of Carlsbad. 2013. Carlsbad Municipal Code, Chapter 8.48, Noise. City of Carlsbad. 2015a. Carlsbad General Plan Noise Element. September 2015 . City of Carlsbad. 2015b. City of Carlsbad Growth Management Plan. December 2015. City of Carlsbad. 2017. City of Carlsbad General Plan Land Use Map. August. Accessed April 5, 2019 at: http:/ /www.carlsbadca.gov/civicax/filebank/blobdload.aspx?B1obID=23514 City of Santa Ana. 2010. City of Santa Ana Transit Zoning Code (SD 84A and SD 84B) Final Environmental Impact Report (SCH No. 2006071100). FHW A (Federal Highway Administration). 2004. FHW A Traffic Noise Model Version 2.5 . FHWA. 2008. Roadway Construction Noise Model (RCNM), Software Version 1.1. U.S. Department of Transportation, Research and Innovative Technology Administration, John A. Volpe National Transportation Systems Center, Environmental Measurement and Modeling Division. Washington, D.C. December 8, 2008 . U.S. Department of Transportation, Federal Transit Administration (FTA). 2006. Transit Noise and Vibration Impact Assessment. May 2006 . Ldn Consulting. 2016. Noise Study -Ponto Beachfront Village. Accessed April 5, 2019 at: http://www.peopleforponto.com/ getattachment/0f868692-d3c0-4 f d5-9b97- 199b3 7 41 0e56/12-20-2016-City-Planning-Submittal-1539-06-Ponto-B.aspx DUDEK 35 11665 April 2019 Acoustical Analysis Report 330 Chinquapin Avenue San Diego County Airport Land Use Commission. 2010. McClellan-Palomar Airport Land Use Compatibility Plan. Adopted January 25, 2010. SANDAG (San Diego Association of Governments). 2019. "Transportation Forecast Information Center." Series 12, Forecast Years 2020, 2035. Accessed February 2019. http:/ /tfic.sandag.org/. U.S. Department of Transportation, Federal Railroad Administration (FRA). 2003. Final Environmental Impact Statement on Use of Locomotive Horns at Highway-Rail Grade Crossings. December 18. Accessed April 3, 2019 at: https://www.federalregister.gov/documents/2003/12/18/03-30606/use-of-locomotive- homs-at-highway-rail-grade-crossings FRA. 2006. CREATE Railroad Noise Model. February 8. Accessible as of April 5, 2019 at: https://www.fra.dot.gov/Elib/Document/2326 DUDEK 36 11665 April 2019 J J J J J J :J J J --~------------------------~ 11111 ... 11111 .. ' ... [ II""' ... ,. ... ... .. .. .. .. ,. ... APPENDIX A Glossary of Acoustical Terminology ... .__ ________________________ ~ Ill -... .. .. .. .. ... .. ,.. .. .. .. .. .. .. 1111 -.. .. - APPENDIX A Glossary of Acoustical Terminology Ambient Noise Level The composite of noise from all sources near and far. The normal or existing level of environmental noise at a given location . A-Weighted Sound Level ( dB A) The sound pressure level (SPL) in decibels as measured on a sound level meter (SLM) using the A-weighted filter network, which de-emphasizes the very low and very high frequency components of the measured sound in a manner similar to the frequency response of the average healthy human ear . Day-night Sound Level (Lctn) Decibel ( dB) The A-weighted equivalent continuous sound level over a 24-hour period with a 10 dB adjustment added to sound levels occurring during the nighttime hours ( 10 p.m. to 7 a.m.). The unit for expressing SPL and is equal to 10 times the logarithm (to the base 10) of the ratio of the measured sound pressure squared to a reference pressure, which is 20 micropascals. Equivalent Sound Level (Leq[xhJ) The value corresponding to a steady-state sound level containing the same total energy as a time-varying signal over a given sample period. The Leq may feature notation in its subscript indicating the time period ( e.g., eight hours as "8h") of energy averaging. Maximum Sound Level (Lmax) The highest value measured by an SLM over a given sample period, based on a time-weighted sound level in dB using a "fast" or "slow" time constant. Peak Particle Velocity (PPV) The maximum instantaneous positive or negative peak of a vibration wave. (In this report, a PPV descriptor with units of mm/sec or in/sec is used to evaluate construction-generated vibration for building damage risk and human annoyance. Vibration Velocity Decibel (VdB) Ten times the common logarithm of the ratio of the square of the amplitude of the RMS vibration velocity to the square of the amplitude of the reference RMS vibration velocity. The reference velocity in the United States is one micro-inch per second . DUDEK A-1 11665 April 2019 111.--------------------------------~ .. ... .. Ill Ill 1111111 ,. ,. .. Ill .. Ill .. .. Ill .. .. APPENDIX B Noise Measurement Field Data lll'----------------------------- 111 330 Chinquapin LT mcs-rvw-032519 Project# 11665 --330 Chinquapin Ave. Sheetl 100 90 80 70 60 50 40 ! I ,, ,, ,, ,, ,, ., ,, '• '1 ., '' It I I ! :: : ,, ' I : : • :: : : ! t ,, '' ,, . ,, ,, ,, '' ,, ' i\ i: i\ i \ i \ i ::r:: :: :: ::: : : ,; : : : : : : : ' : : :: : : ': : : ~ I I I I I I : I I t I I 1: H I I : 1~, 0 :1 :: : ' : I : : : lo' :r I II 1 : I I I 'A' ,, I I I I I : .... I I 1 : 1 •• . \ ,,: . _, n:,~, " • Figure B-1. Plot of Sound Pressure Level (SPL, dBA) Measurement Data versus Time (hh:mm) from Unattended Long-term (LT) Onsite Monitor -January 22-23, 2019 ' ' . . " . " . " ! . ' . . I 1 11 : . T ~ :: ' I I 11 II fl : \ I :: : l f\ i + :: :\ i : : : : :: :: : • i : : n : : t : : : : : : : : : ~ : I I I It I I I It I i ~ i : i \ : : /: i I I t I I I I t, I I I I I I I I I 1t I I I I I I I I I 11 I I I I II I I 1, I I : ~,~::::~:::: I If 11 I I I I i : ,,, ::~:: l •1 J ~ , • •1 I : • " l ~\:1 I I ,, ,, ,, ' ,, ., '• ,, '• '• ,, 1, ,, ,, ,, 1 1 l1 ,, , , '• '• 1 1 I I I I I I '11 I I 11 I I 11 I I It I I II I I 11 I I II I I II I I 11 t I 11 I I 11 t ' . ' ' . ' ' . ' :.,-. : :. 1:,, , ~, '' '' '' ': ' ' ' ' ' ' ' : T ' ' .. : ~ : : ' I :: : : ~ I 11 I I 11 : :: : : n : I : : I fl ':: : ; : ' ·: :: : H I I I I I I I I I I I I .. '' .... , I : \ , .,, ... ~fl • \ ..... -. ,. ,, ,, ,, . : '' '' '' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' I ':A\ ' : o I : 1 I ' : I ' •I ' ,. ,, ,, : \ " ." : ' ' , • 'I ' ,_, '-tl ~ ' . • • :. n 11 II II II II II I I II I I I I I I I I . . r .. • I I I I I I I r I I I I I 1 11 I I I I 1' I I I I II I I ; ~ i \ : : : : : ~ . : ,. : : ,4': ~, • i •./' •.,..• •" I ' I "' •I l ,, ,' ,: 1 ~ I ;: : T •: : ' :: l n ! \ : ' :: : : I $. • 11 ' I I I I I I t I I : :\ :1 ! : i\ : : : : : :: : : .. : : t : : ,~ ' : : : : : : I•.; : :\ : : : : : I I t I I : • I I\: I I I ,,,,,, '••·~··· I 11 I I I I I I 11 It I 1 l ! \ : \ i ~ \i \ \I t I 1 1 11 I • I I 11 11 I ~... 11 !t I ,, ' ,, ' 'i ' ,l N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N ~ 9. ~ 9. ~ 9. ~ 9. ~ 9. ~ 9. ~ 9. ~ 9. ~ 9. ~ 9. ~ 9. ~ 9. ~ 9. ~ 9. ~ 9. ~ 9. ~ 9. ~ 9. ~ 9. ~ 9. ~ 9. ~ o m o m o ~ ;.. N N M m <t .., ~ ~ ~ ~ ~ ~ ~ ~ m m o o " " N N m m o o " " N N m m <t <t ~ ~ ~ ~ ~ ~ ~ ~ m m o o '"""'""" ~ ~ ..... pf ...... ..-f ........... M " M M M M M M N N N N N N N N O O O O O O O O O O O O O O O O O O O O M M --10-minute Leq all intervals -.. -·lmax (readings above 70 dBA likely train pass-by events) printed 4/5/2019 DRAFT -Technical Noise Report -Appendix B prepared by Dudek DUDEI< CREATOR OF KERATA TECHNOLOGY FIELD DATA REPORT Field Noise Measurement Data ' Record: 1127 Project Name Observer(&) Date 330 Chinquapin Conn~e-- 2019-01-22 ---------------------------; r1etttf@if#t:f Temp (Fl ________ 64 I Humidity% (R.H.) ________ 39 --------------------------------l Wind _______ Ugh/ _______________ _____ . L Wind Speed (MPH) _______ 5 1 Wind Direction East Sky Sunny Instrument and Calibrator Information [ Instr~! Name List Instrument Name Instrument Name Lookup Key Manufacturer Model Serial Number Calibrator Name (ENC) Rion NL-52 ~NC) Rion NL-52 (_ENC) Rion NL-52 Rion NL-52 553896 (ENC) LD CAL 150 J Calibrator Name CalibratorName Lookup Key Calibrator Manufacturer Calibrator Model (ENC) LO CALI~ ---------------------------l (ENC) LO CAL150 Calibrator Serial# I Pre-Test (dBA SPL) Post-Test (dBA SPL) Windscreen Weighting? Slow/Fast? ANSI? Site ID Site Location Lat/Long Begin (Time) End (Time) Leq Lmax Lmin Other Lx? L90 L50 L10 Other Lx (Specify Metric) Primary Noise Source Other Noise Sources (Background) Is the same Instrument and calibrator being used as previously noted? Are the meteorological conditions the same as previously noted? Larson Davis LO CAL150 5152 94 lg4 Yes A-WTD Slow Yes 33.148471, -117.341786 11:00:00 11:15:00 55.7 75 46.8 L90, L50. L 10 48.2 50.6 56 L Birds Birds, Distant Aircraft, Distant Traffic Yes Yes Page 114 ___ ... DUDEI< CREATOR OF KERATA TECHNOLOGY FIELD DATA REPORT --Description I Photos Comments I Description Monitoring Record# Site ID Site location Lat/long Begin (Time) End (Time) Leq Lmax Lmin Other Lx? L90 L50 L10 Other Lx (Specify Metric) Primary Noise Source Other Noise Sources (Background) Is the same instrument and calibrator being used as previously noted? __ _ Are the meteorological conditions the same as previously noted? Facing east 2 ST1 33.147963, -117.341603 11:20:00 11:35:00 50.8 57.9 ~ L90. L50, L10 47.8 49.6 53.6 L Birds Birds, Distant Aircraft, Distant Traffic, Rustling Leaves Yes Yes Page 2/4 DUDEK CREATOR OF KERATA TECHNOLOGY FIELD DATA REPORT Description / Photos Comments I Description Monitoring Record# Site ID Site Location Lat/Long Begin (Time) End (Time) Leq Lmax Lmln 1 Other Lx? L90 LSO L10 Other Lx (Specify Metric) Primary Noise Source other Noise Sources (Background) Is the same Instrument and calibrator being used as previously noted? Are the meteorological conditions the same as previously noted? Facing east 3 ST2 33.148309, -117.340650 11:35:00 11:50:00 50.8 61.4 47 L90, L50, L10 48.1 49.7 52.9 L Distant traffic Birds. Distant Dog Barking. Distant Traffic, Rustling Leaves Yes Yes Page 3/4 DUDEI< CREATOR OF KEII.ATA TECHNOLOGY FIELD DATA REPORT Description / Photos Comments I Description Facing east Page 4/4 -------------------------------, I i.. [ ... ... ... .. 11111 ... ,... ... -Ill .. Ill -- APPENDIX C Construction Noise Modeling Inputs and Output .. ~----------------------------' .. .. .. -Report date: 11111" Case Description: ... ... 111111 Description Nearest Receiver 10' ,. .. ... ._ Description ..., Front End Loader Dozer ... ,. ... ,.. Equipment .._ Front End Loader Dozer ,.. ... Description ..,. Typical Receiver 55' ~ ,.. ... ,. Description Front End Loader ... Dozer .. .. Equipment Front End Loader .. Dozer 11111 .. -- Roadway Construction Noise Model (RCNM),Version 1.1 2/7/2019 330 Chinquapin_Demolition ----Receptor #1 ---- Baselines (dBA) Land Use Daytime Evening Night Residential 65 60 55 Equipment Spec Actual Receptor Estimated Impact Lmax Lmax Distance Shielding Device Usage(%) (dBA) (dBA) (feet) (dBA) No 40 79.1 10 0 No 40 81.7 10 0 Results Calculated (dBA) Noise Limits (dBA) Day Evening Night *Lmax Leq Lmax Leq Lmax Leq Lmax 93.1 89.1 N/A N/A N/A N/A N/A 95.6 91.7 N/A N/A N/A N/A N/A Total 95.6 93.6 N/A N/A N/A N/A N/A *Calculated Lmax is the Loudest value. ----Receptor #2 ---- Baselines (dBA) Land Use Daytime Evening Night Residential 65 60 55 Equipment Spec Actual Receptor Estimated Impact Lmax Lmax Distance Shielding Device Usage(%) (dBA) (dBA) (feet) (dBA) No 40 79.1 55 0 No 40 81.7 55 0 Results Calculated (dBA) Noise Limits (dBA) Day Evening Night *Lmax Leq Lmax Leq Lmax Leq Lmax 78.3 74.3 N/A N/A N/A N/A N/A 80.8 76.9 N/A N/A N/A N/A N/A Total 80.8 78.8 N/A N/A N/A N/A N/A *Calculated Lmax is the Loudest value . -, ~---·---~------· ...... ~ ... ,. ,,-.,..._ .. '"_ ... ~-,~-' J Roadway Construction Noise Model (RCNM),Version 1.1 , 2/7/2019 ... Report date: Case Description: 330 Chinquapin_Site Preparation J ----Receptor #1 ---- Baselines (dBA) J Description Land Use Daytime Evening Night Nearest Receiver 10' Residential 65 60 55 Equipment :J Spec Actual Receptor Estimated Impact Lmax Lmax Distance Shielding .. I Description Device Usage(%) (dBA) (dBA) (feet) (dBA) .. Tractor No 40 84 10 0 Grader No 40 85 10 0 ., 11111 Results ~ Calculated (dBA) Noise Limits (dBA) 1111 Day Evening Night Equipment *Lmax Leq Lmax Leq Lmax Leq Lmax j Tractor 98 94 N/A N/A N/A N/A N/A Grader 99 95 N/A N/A N/A N/A N/A Total 99 97.5 N/A N/A N/A N/A N/A ., *Calculated Lmax is the Loudest value. 1111 ----Receptor #2 ----~ Baselines (dBA) Description Land Use Daytime Evening Night Typical Receiver 55' Residential 65 60 55 J Equipment .. Spec Actual Receptor Estimated Impact Lmax Lmax Distance Shielding ~ Description Device Usage(%) (dBA) (dBA) (feet) (dBA) :J Tractor No 40 84 55 0 Grader No 40 85 55 0 Results :J Calculated (dBA) Noise Limits (dBA) Day Evening Night .. Equipment *Lmax Leq Lmax Leq Lmax Leq Lmax .. Tractor 83.2 79.2 N/A N/A N/A N/A N/A Grader 84.2 80.2 N/A N/A N/A N/A N/A ., Total 84.2 82.7 N/A N/A N/A N/A N/A .. *Calculated Lmax is the Loudest value. ., .. ., .. •-...... -Vr~-• .. .. ,,. .. Report date: ,.. Case Description: ... r" II. Description Nearest Receiver 10' ... ~ Description ... Front End Loader 11111 Dozer ,,. Equipment ._ Front End Loader Dozer ,.. ... ,.. ... Description 119" Typical Receiver 55' ... ,.. ... ,-Description 11111 Front End Loader Dozer .. .. .. 11111 Equipment Front End Loader ,. Dozer .. .. .. .. .. Roadway Construction Noise Model (RCNM),Version 1.1 2/7/2019 330 Chinquapin_Grading ----Receptor #1 ---- Baselines (dBA) Land Use Daytime Evening Night Residential 65 60 55 Equipment Spec Actual Receptor Estimated Impact Lmax Lmax Distance Shielding Device Usage(%) (dBA) (dBA) (feet) (dBA) No 40 79.1 10 0 No 40 81.7 10 0 Results Calculated (dBA) Noise Limits (dBA) Day Evening Night *Lmax Leq Lmax Leq Lmax Leq Lmax 93.1 89.1 N/A N/A N/A N/A N/A 95.6 91.7 N/A N/A N/A N/A N/A Total 95.6 93.6 N/A N/A N/A N/A N/A *Calculated Lmax is the Loudest value . ----Receptor #2 ---- Baselines (dBA) Land Use Daytime Evening Night Residential 65 60 55 Equipment Spec Actual Receptor Estimated Impact Lmax Lmax Distance Shielding Device Usage(%) (dBA) (dBA) (feet) (dBA) No 40 79.1 55 0 No 40 81.7 55 0 Results Calculated (dBA) Noise Limits (dBA) Day Evening Night *Lmax Leq Lmax Leq Lmax Leq Lmax 78.3 74.3 N/A N/A N/A N/A N/A 80.8 76.9 N/A N/A N/A N/A N/A Total 80.8 78.8 N/A N/A N/A N/A N/A *Calculated Lmax is the Loudest value . J Roadway Construction Noise Model (RCNM),Version 1.1 J 2/7/2019 Report date: Case Description: 330 Chinquapin_Building Construction ~ ----Receptor #1 ---- Baselines (dBA) j Description Land Use Daytime Evening Night Nearest Receiver 10' Residential 65 60 55 Equipment J Spec Actual Receptor Estimated Impact Lmax Lmax Distance Shielding J Description Device Usage(%) (dBA) (dBA) (feet) (dBA) Man Lift No 20 74.7 10 0 Crane No 16 80.6 10 0 :J Results j Calculated (dBA) Noise Limits (dBA) Day Evening Night Equipment *Lmax Leq Lmax Leq Lmax Leq Lmax J Man Lift 88.7 81.7 N/A N/A N/A N/A N/A Crane 94.5 86.6 N/A N/A N/A N/A N/A Total 94.5 87.8 N/A N/A N/A N/A N/A J *Calculated Lmax is the Loudest value. ----Receptor #2 ----J Baselines (dBA) Description Land Use Daytime Evening Night Typical Receiver 55' Residential 65 60 55 J Equipment J Spec Actual Receptor Estimated Impact Lmax Lmax Distance Shielding Description Device Usage(%) (dBA) (dBA) (feet) (dBA) ., Man Lift No 20 74.7 55 0 Crane No 16 80.6 55 0 1111 Results J Calculated (dBA) Noise Limits (dBA) Day Evening Night J Equipment *Lmax Leq Lmax Leq Lmax Leq Lmax Man Lift 73.9 66.9 N/A N/A N/A N/A N/A Crane 79.7 71.8 N/A N/A N/A N/A N/A J Total 79.7 73 N/A N/A N/A N/A N/A *Calculated Lmax is the Loudest value. ., ~ J -·-.. ---.~,-- ... ... Report date: ,.. Case Description: .. 11111 Description Nearest Receiver 10' .. 11111 Description ,.. Concrete Mixer Truck Illa Roller ... ,.. Equipment 11111 Concrete Mixer Truck Roller ... .. .. Description ,.. Typical Receiver 55' .. ,.. Description 11111 Concrete Mixer Truck Roller .. 1111 -1111 Equipment Concrete Mixer Truck .. Roller .. .. 1111 .. .. Roadway Construction Noise Model (RCNM),Version 1.1 2/7/2019 330 Chinquapin_Paving ----Receptor #1 ---- Baselines (dBA) Land Use Daytime Evening Night Residential 65 60 55 Equipment Spec Actual Receptor Estimated Impact Lmax Lmax Distance Shielding Device Usage{%) (dBA) (dBA) (feet) (dBA) No 40 78.8 10 0 No 20 80 10 0 Results Calculated (dBA) Noise Limits (dBA) Day Evening Night *Lmax Leq Lmax Leq Lmax Leq Lmax 92.8 88.8 N/A N/A N/A N/A N/A 94 87 N/A N/A N/A N/A N/A Total 94 91 N/A N/A N/A N/A N/A *Calculated Lmax is the Loudest value . ----Receptor #2 ---- Baselines (dBA) Land Use Daytime Evening Night Residential 65 60 55 Equipment Spec Actual Receptor Estimated Impact Lmax Lmax Distance Shielding Device Usage(%) (dBA) (dBA) (feet) (dBA) No 40 78.8 55 0 No 20 80 55 0 Results Calculated (dBA) Noise Limits (dBA) Day Evening Night *Lmax Leq Lmax Leq Lmax Leq Lmax 78 74 N/A N/A N/A N/A N/A 79.2 72.2 N/A N/A N/A N/A N/A Total 79.2 76.2 N/A N/A N/A N/A N/A *Calculated Lmax is the Loudest value . Report date: Case Description: Description Nearest Receiver 10' Description Compressor (air) Equipment Compressor (air) Description Typical Receiver 55' Description Compressor (air) Equipment Compressor (air) Roadway Construction Noise Model (RCNM),Version 1.1 2/7/2019 330 Chinquapin_Architectural Coating ----Receptor #1 ---- Baselines (dBA) Land Use Daytime Evening Night Residential 65 60 55 Equipment Spec Actual Receptor Estimated Impact Lmax Lmax Distance Shielding Device Usage(%) (dBA) (dBA) (feet) (dBA) No 40 77.7 10 0 Results Calculated (dBA) Noise Limits (dBA) Day Evening *Lmax Leq Lmax Leq Lmax Leq 91.6 87.7 N/A N/A N/A N/A Total 91.6 87.7 N/A N/A N/A N/A *Calculated Lmax is the Loudest value. ----Receptor #2 ---- Baselines (dBA) Land Use Daytime Evening Night Residential 65 60 55 Equipment Spec Actual Receptor Estimated Impact Lmax Lmax Distance Shielding Device Usage(%) (dBA) (dBA) (feet) (dBA) No 40 77.7 55 0 Results Calculated (dBA) Noise Limits (dBA) Day Evening *Lmax Leq Lmax Leq Lmax Leq 76.8 72.9 N/A N/A N/A N/A Total 76.8 72.9 N/A N/A N/A N/A *Calculated Lmax is the Loudest value. Night Lmax N/A N/A Night Lmax N/A N/A J J J II'~--------------------------, ~ .. 111111 .. ... II' 1111 ,.. .. ,.. I.. ... ,... ... ... .. Ill .. .. .. .. .. APPENDIX D Roadway Noise Prediction Modeling .. L-----------------------------' .. r 1 I 1 I I .. 1 I I I I r 1 r 1 r 1 r 1 ,-I r 1 ,-1 r 1 ~I r-1 r 1 ,-1 ,. 1 Calveno-based-traffic-noise_mcs032419 Project#: 11665 -330 Chinquapin Avenue CNEL_analyses Roadway Traffic Noise Prediction (CNEL) Uaar In uts (boxed cells) Traffic Percentages by Vehicle Type (FHWA RD-77-108, using Calvano curvn) Auto% 97.90% Day 80.00% Day Evening Nighttime Equivalent MT(%) 1.80% Evening 10.00% Auto 78.32% 9.79% 9.79% 207.2% Project: I 330 Chingua~ln Avenue I HT(%) 0.30% N~hllime 10.00% MT 1.44% 0.18% 0.18% 3.8% HT 0.24% 0.03% 0.03% 0.6% Average Auto MT HT CNEL CNEL dBA at Indicated Rece or and Distance feet Weekday Noise Noise Noise Total PSN PSE a.k.a., ST3 PSS a.k.a., ST1 PSW Study Year°' Condition Roadway Roadway Sagmant and Direction of Traffic Traffic (AWT) Speed (mph) (at15m) (at15m) (at15m) (at15m) otstance CNEL Distance CNEL Distance CNEL Distance CNEL Existing (2020) Tamarack Avenue Cansbad Blvd. to the SDNR • weslbound 7,400 30 59.3 52.5 50.4 60.5 8E3 48.6 8E3 47.0 BB 44.7 BB 46.0 Existing (2020) Tamarack Avenue Gansbad Blvd. to the SDNR -easlbound 9,700 30 60.4 53.7 51.5 61.7 49.8 0 48.2 5 45.9 55 47.2 totals for segment 62.9 56.1 54.0 64.2 52.3 50.7 48.4 49.7 Exislilg (2020) Cansbad Boulevard South of Tamarack Aveoue -northbound 21,900 35 65.9 58.3 55.7 66.9 ~ 47.1 00 46.7 rn 46.7 ~ 47.0 Existing (2020) Cansbad Boulevard South ofTamarack Avenue -southbound 17,100 35 64.8 57.2 54.6 65.9 030 46.0 00 45.6 090 45.7 5 45.9 totals for segment 68.4 60.8 58.2 69.4 49.6 49.2 49.3 49.5 Futura (2035) Tamarack Avenue Cansbad Blvd. to the SDNR -easlbound 9,700 30 60.4 53.7 51.5 61.7 8E3 49.8 8E3 48.2 BB 45.9 BB 47.2 Future (2035) Tamarack Avenue Cansbad Blvd. to the SDNR. weslbound 12,100 30 61.4 54.6 52.5 62.7 5 50.8 0 49.2 5 46.9 5 48.2 totals for segment 64.0 57.2 55.1 65.2 53.3 51.7 49.4 50.7 Future (2035) Gansbad Boulevard South of Tamarack Avenue • northbound 26,900 35 66.8 59.2 56.6 67.8 rn 48.0 00 47.6 rn 47.6 rn 47.9 Futura (2035) Cansbad Boulevard South of Tamarack Avenue -southbound 21,400 35 65.8 58.2 55.6 66.8 030 47.0 00 46.6 090 46.6 5 46.9 Iota~ for segment 69.3 61.7 59.1 70.4 50.6 50.1 50.2 50.4 Existing (2020) Iota~ for combined two roadways 69.5 62.1 59.6 70.6 54.2 53.0 51.9 52.6 Interstate 5 traffic noise astimate 59.7 59.7 59.7 59.7 totalforalllhrae 60.8 60.6 60.4 60.5 Futura (2035) Iola~ for combined roadways 70.4 63.0 60.6 71.5 55.2 54.0 52.8 53.6 Interstate 5 traffic: noise estimate 60.2 60.2 60.2 60.2 totalforalllhrae 61.4 61.2 61.0 61.1 printed 3/26/2019 DRAFT --Technical Noise Report--Appendix D prepared by Dudek L.j Calveno-based-traffic-noise_mcs032419 Project#: 11665 -330 Chinquapin Avenue ROldway Traffic -Prediction (CNEL) (FHWA RD-77-108, using Cllveno curv11) Project: 330 C!!!!!!l!!!l!!n Avenue Study Yur or Condition Exlstklg (2020) Existing (2020) Future(2035) Future (2035) ROldway Interstate Freeway 5 Interstate Freeway 5 Interstate Freeway 5 lnte<State Freeway 5 lcit"' ;rn111 ,;:ilt''l'7~ tri,r ~ printed 3/26/2019 LJ L.J L..I User In boxed cells) Auto% MT(%) HT(%) 95.211% Day BE.Oil% 1.88% Evening 10.00% 2.92% N~hltime 10.00% Auto MT HT Traffic Ptrctntag11 by Vlhlcle Type Doy Evening Nlghtlime Equivalent 76. 16% 9.52% 9.52% 201.4% 1.50% 0. 19% 0.19% 4.0% ROldway Segment and Direction of Traffic South of Tamarack Avenue -northbound South of Tamarack Aven,., -soolhbound totals for segment Sooth of Tamarack Avenue -northbound South of Tamarack Aven,., -soolhbound RTE 005 L..I DIST 11 L..I totals for segment CNTY 50 L.JI 2.34% 0.29% 0.29% 6.2% Average Auto MT HT CNEL Weakdsy Tralllc Noise Noin Noin Total (AWT) Speed (mph) (1115m) (1115m) (1115ml (1115ml POST 89,400 83,600 99,500 96,100 MILE RSl.201 65 65 65 65 79.6 79.3 82.5 80.1 79.9 83.0 68.8 68.5 71.6 69.2 69.1 72.2 VEHICLE AAOT DESCRIPTION TOTAL JCT. RTE. 78 211000 EAST 74.2 73.9 77.0 74.6 74.5 77.6 TRUCK AADT TOTAL 10128 81.0 80.7 83.9 81.4 81.3 84.4 TRUCK %TOT VEH 4.80 3,970 DRAFT --Technical Noise Report --Appendix D L..I L..I L.I L.I L...I CNEL_analyses_l5 CNEL (dBA) II lndlclled R,captor and Diltanca (feat: PSN I PSE (e.k.1., ST3) I PSS (a.le.a., ST1) I PSW Dl111nce CNEL Dl111nca CNEL Dlllanca CNEL Dlllanca CNEL DOQL] c:::::ill::J Dim::] c:::::ill::J TRUCK ----By 790 56.8 56.6 59.7 57.3 57.2 60.2 AADT Axle--•- 4 395 L.I Dim::] c:::::ill::J LJQ<iO ~ TOTAL 5• 4,973 L...I " 56.8 56.6 59.7 57.3 57.2 60.2 39.20 1.8816 Dim::] ~ r:}mo7 c:::::ill::J TRUCK ---By 7.80 56.8 56.6 59.7 57.3 57.2 60.2 AADT Axle--- 4 3.90 2.92 L.I Lj ~ ~ ~ c:::::ill::J 5• 49.10 56.8 56.6 59.7 57.3 57.2 60.2 EAL 2-WAY (1000) 1,985 YEAR VER/ EST 07E prepared by Dudek La L.I 1...-1 ... ~ ... ... - 1111111 ... ... .... ... -... .. ... .. .. .. .. .. -.. APPENDIX E Composite Sound Transmission Class Estimation ,.. 111111 ,... Iii. .. ... .. .. ,.. ... ,.. 111111 ... ... ,.. .... ,.. ,.. ... .. ... .. .. .. Ill .. .. .. Ill .. .. bldg-shell-TL-calcs_mcs040519 Project#: 11665 -330 Chinquapin Ave. Building 1, Level 1, West Faqade with Closed Window Qh'. width height material or element #1 material or element #2 material or element #3 material or element #4 total surface 1 3 3 17 10 TL Data Source Available test data for comparable assembly: https://kineticsnoise.com/arch/tests/pdf/AT001056.pdf available TL data for comparable assembly: Viracon 5/8" overall -1/8" glass+ 3/8" airspace+ 1/8" glass Building 1, Level 1, West Faqade with Open Window 9h'. width height material or element #1 material or element #2 material or element #3 material or element #4 total surface 1 3 3 17 10 TL Data Source Available test data for comparable assembly: https:l/kineticsnoise .com/arch/tests/pdf/A T001056.pdf Square feet 161 9 0 0 170 Sheet A700, Exterior Stucco 1 material #1 t window (dual pane glazing) material #2 t n/a material #3 t n/a material #4 t composite TL Square feet 161 9 0 0 170 Sheet A700, Exterior Stucco 1 material #1 t opening material #2 t n/a material #3 t n/a material #4 t composite TL printed 4/5/2019 DRAFT •· Technical Noise Report --Appendix E bldgl_lvll_wf_l102 40 = approx. STC Sheet A700, Exterior Stucco 1 window (dual pane glazing) n/a nla arbitrary total surface area Octave Band Center Frequency (OBCF, Hz) 125 250 500 1000 f2QQ 4000 331 471 571 621 581 671 0.0005 2E-05 2E-06 6.3E-07 1.6E-06 2E-07 231 231 271 351 471 361 0.00501 0.00501 0.002 0.00032 2E-05 0.00025 ol ol ol ol 01 ol ol ol ol ol 01 ol 31 35 40 48 56 49 13 = approx. STC Sheet A700, Exterior Stucco 1 opening n/a n/a arbitrary total surface area Octave Band Center Frequency (OBCF, Hz) 125 250 500 1000 2000 4000 331 471 571 621 581 671 0.0005 2E-05 2E-06 6.3E-07 1.6E-06 2E-07 ol 01 ol ol 01 ol ol ol ol ol 01 ol ol ol ol ol 01 ol 13 13 13 13 13 13 prepared by Dudek bldg-shell-TL-calcs_ mcs040519 Project#: 11665 -330 Chinquapin Ave. Building 1, Level 2, North Fagade with Closed Window gJx width height material or element #1 material or element #2 material or element #3 material or element #4 total surface 1 6 6 15 10 TL Data Source Available test data for comparable assembly: https://kineticsnoise.com/arch/tests/pdf/A T001056.pdf available TL data for comparable assembly: Viracon 5/8" overall -1/8" glass+ 3/8" airspace+ 1/8" glass Square feet 114 36 0 0 150 Sheet A700, Exterior Stucco 1 material #1 t window (dual pane glazing) material #2 t n/a material #3 t n/a material #4 t composite TL printed 4/5/2019 DRAFT --Technical Noise Report --Appendix E bldgl_lvl2_nf_1208 33 = approx. STC Sheet A700, Exterior Stucco 1 window (dual pane glazing) nla n/a arbitrary total surface area Octave Band Center Frequency (OBCF, Hz) 125 250 500 1000 2000 4000 331 471 571 621 581 671 0.0005 2E-05 2E-06 6.3E-07 1.6E-06 2E-07 231 231 271 351 471 361 0.00501 0.00501 0.002 0.00032 2E-05 0.00025 01 ol ol ol ol ol ol ol 01 ol ol ol 28 29 33 41 52 42 prepared by Dudek J ., 1111 J J J J J ,. 1111 ... ,.. I ... ,. 11111 .. 11111 .. ... ,. 1111 ,. ,. 1111 -.. .. .. .. .. .. .. .. .. bldg-shell-TL-calcs _mcs040519 Project#: 11665 -330 Chinquapin Ave. Building 3, Level 2, South Fac;ade with Closed Doors g!Y width height material or element #1 material or element #2 material or element #3 material or element #4 total surface 2 2 1 2.5 6 1 6 7 7.5 13 14 TL Data Source Available test data for comparable assembly: https://kineticsnoise.com/arch/testslpdf/A T001056.pdf available TL data for comparable assembly: Viracon 518" overall -118" glass+ 318" airspace+ 118" glass available TL data for comparable assembly: Viracon 518" overall -118" glass+ 318" airspace+ 118" glass available TL data for comparable assembly: Viracon 518" overall -118" glass+ 3/8" airspace+ 1/8" glass Building 3, Level 2, South Fm;ade with Open Doors material or element #1 material or element #2 material or element #3 material or element #4 total surface 2 1 1 2.5 8 10 7 10 8 17 15 TL Data Source Available test data for comparable assembly: https://kineticsnoise.com/arch/testslpdf/A TOO 1056.pdf available TL data for comparable assembly: Viracon 518" overall -118' glass+ 3/8' airspace+ 1/8" glass available TL data for comparable assembly: Viracon 518' overall -1/8' glass + 318" airspace + 118" glass Square feet 87.5 30 12 52.5 182 Sheet A700, Exterior Stucco 1 material #1 t door (dual pane glazing) material #2 t arbitrary total surface area material #3 t 33 material #4 t composite TL Square feet 65 40 70 80 255 Sheet A700, Exterior Stucco 1 material #1 t open doors material #2 t arbitrary total surface area material #4 t 33 material #4 t composite TL printed 4/5/2019 DRAFT --Technical Noise Report --Appendix E bldg3_lvl2_sf_3201 30 = approx. STC Sheet A700, Exterior Stucco 1 door (dual pane glazing) window (dual pane glazing) window (dual pane glazing) arbitrary total surface area Octave Band Center Frequency (OBCF, Hz) 125 ~ 500 1000 ~ 4000 331 471 571 621 581 671. 0.0005 2E-05 2E-06 6.3E-07 1.6E-06 2E-07 231 231 271 351 471 361 0.00501 0.00501 0.002 0.00032 2E-05 0.00025 231 231 271 351 471 361 0.00501 0.00501 0.002 0.00032 2E-05 0.00025 231 231 271 351 471 361 0.00501 0.00501 0.002 0.00032 2E-05 0.00025 25 26 30 38 50 39 8 = approx. STC Sheet A700, Exterior Stucco 1 open doors window (dual pane glazing) window (dual pane glazing) arbitrary total surface area Octave Band Center Frequency (OBCF, Hz) 125 ~ 500 1000 2000 4000 331 471 571 621 581 671 0.0005 2E-05 2E-06 6.3E-07 1.6E-06 2E-07 ol ol ol ol ol ol 231 231 271 351 471 361 0.00501 0.00501 0.002 0.00032 2E-05 0.00025 231 231 211 351 471 361 0.00501 0.00501 0.002 0.00032 2E-05 0.00025 8 8 8 8 8 8 prepared by Dudek bldg-shell-TL-calcs_ mcs040519 Project#: 11665 -330 Chinquapin Ave. Building 3, Level 2, East Far;ade with Closed Windows g!Y width height material or element #1 material or element #2 material or element #3 material or element #4 total surface 1 0 0 15 7.5 0 0 0 0 27 14 TL Data Source Available test data for comparable assembly: https://kineticsnoise.com/arch/tests/pdf/A TOO 1056.pdf available TL data for comparable assembly: Viracon 5/8" overall -1/8" glass+ 3/8" airspace+ 1/8' glass Square feet 265.5 112.5 0 0 378 Sheet A700, Exterior Stucco 1 material #1 , window (dual pane glazing) material #2 , n/a material #3 t n/a material #4 t composite TL printed 4/5/2019 DRAFT --Technical Noise Report --Appendix E bldg3_1vl2_ef_3201 32 = approx. STC Sheet A700, Exterior Stucco 1 window (dual pane glazing) n/a n/a arbitrary total surface area J Octave Band Center Frequency (OBCF, Hz) 125 250 500 1000 2000 4000 331 471 571 621 581 671 0.0005 2E-05 2E-06 6.3E-07 1.6E-06 2E-07 231 231 271 351 471 361 0.00501 0.00501 0.002 0.00032 2E-05 0 .00025 ol 01 ol ol ol ol J ol ol ol ol ol ol J 27 28 32 40 52 41 J j J ... J prepared by Dudek .. .. .. ... ... ... ,,. ... ,.. ,.. ... ... ... bldg-shell-TL-calcs _mcs040519 Project#: 11665 -330 Chinquapin Ave. Custom House, Level 1, Norlh Fac;ade with Closed Doors Qb'. width height material or element #1 material or element #2 material or element #3 material or element #4 total surface 2 0 0 2.5 7 0 0 0 0 14.5 10 TL Data Source Available test data for comparable assembly: https://kineticsnoise.com/arch/tests/pdf/A T001056.pdf available TL data for comparable assembly: Viracon 5/8" overall -1/8" glass+ 3/8" airspace+ 1/8" glass Square feet 110 35 0 0 145 Sheet A700, Exterior Stucco 1 material #1 t door (dual pane glazing) material #2 t n/a material #3 t n/a material #4 t composite TL ._ Custom House, Level 1, Norlh Fac;ade with Open Doors ,.. ,,. .. ,,. ,,. ... .. ... 1111 .. .. .. .. .. .. -printed 4/5/2019 material or element #1 material or element #2 material or element #3 material or element #4 total surface !lb'. width height 2 2.5 7 0 0 0 0 0 0 14.5 10 TL Data Source Available test data for comparable assembly: https://kineticsnoise.com/arch/tests/pdf/A T001056.pdf Square feet 110 35 0 0 145 Sheet A700, Exterior Stucco 1 material #1 t open doors material #2 t n/a material #3 t n/a material #4 t composite TL DRAFT --Technical Noise Report --Appendix E custom_lvll_nf_ 4108 33 = approx. STC Sheet A700, Exterior Stucco 1 door (dual pane glazing) n/a n/a arbitrary total surface area Octave Band Center Frequency (OBCF, Hz) 125 250 500 1000 2000 4000 331 471 571 621 581 671 0.0005 2E-05 2E-06 6.3E-07 1.6E-06 2E-07 231 231 271 351 471 361 0.00501 0.00501 0.002 0.00032 2E-05 0.00025 ol ol ol ol ol ol ol ol ol ol ol ol 28 29 33 41 52 42 6 = approx. STC Sheet A700, Exterior Stucco 1 open doors n/a n/a arbitrary total surface area Octave Band Center Frequency (OBCF, Hz) 125 250 500 1000 2000 4000 331 471 571 621 581 671 0.0005 2E-05 2E-06 6.3E-07 1.6E-06 2E-07 ol ol ol ol 01 ol ol ol ol ol ol ol ol ol ol ol ol ol 6 6 6 6 6 6 prepared by Dudek ,.~-------------------------~ ... ,,. ... ,,. ... ,,.. ,,.. .. .. .. .. .. .. ... ,. ,. '""' .. ... .. .. .. .. .. APPENDIX F FTA ("CREATE'') Rail Noise Impact Assessment --~----------------------------' • 020806 Create RNM mcs040319 Project#: 11665 -330 Chinquapin Ave. Noise Model Based on Federal Transit Admlnstration General Transit Noise Assessment Developed for Chicago Create Project Copyright 2006, HMMH Inc. Case: 330 Chinquapin Avenue RESULTS !Noise Source I Ldn jdB) I L!9 • dartime jdBI I L!9 • nighttime jdBI All Sources 57 50 50 Source 1 47 49 25 Source 2 38 40 3 Source 3 54 23 48 Source 4 51 6 45 Source 5 0 0 0 Source 6 0 0 0 Source 7 0 0 0 Source 8 0 0 0 Enter noise receiver land use category below. LAND USE CATEGORY Noise receiver land use category (1.!. 2 or 3 ···-· ----·-· ----··-·-----· -----·-·· ---·-·-· -··--··-· ·-· ---· --··-···--·-· NOISE SOURCE PARAMETERS Parameter Source 1 Source 2 Source 3 Source Num. Commuter Diesel Locomotive • 2 Commuter Rail Cars ' 3 Freiaht Locomotive Distance (source to receiver} distance (ft) ' 275 distance (ftl ' 275 distance Cftl Daytime Hours speed (mph) I 40 speed (mph) I 40 speed (mph) (7 AM -10PM) trains/hour 2.93 trains/hour 2.93 trains/hour locos/train 2 cars/train 4 locos/train Nighttime Hours speed (mph) speed (mph) I speed (mph) (10 PM· 7 AM) trains/hour trains/hour trains/hour locos/train cars/train locos/train Wheel Flats? 0.00% % of cars w/ wheel flats 0.00% Jointed Track? Y/N N YIN I N YIN Embedded Track? YIN N YIN ' N Y/N Aerial Structure? YIN N YIN • N YIN Barrier Present? YIN N Y/N ' N YIN lntervenlna Rows of of Buildinas number of rows 1 number of rows I 1 number of rows !SOURCE REFERENCE LIST I !Source Number I Commuter Electric Locomotive 1 Commuter Diesel Locomotive 2 Commuter Rail Cars 3 RRT/LRT 4 AGT, Steel Wheel 5 AGT, Rubber Tire 6 Monorail 7 Maglev 8 Freight Locomotive 9 Freight Cars 10 Hopper Cars (empty) 11 Hopper Cars (full) 12 Crossover 13 Automobiles 14 City Buses 15 Commuter Buses 16 Rail Yard or Shop 17 Layover Tracks 18 Bus Storage Yard 19 Bus Op. Facility 20 Bus Transit Center 21 Parking Garage 22 Park & Ride Loi 23 printed 4/4/2019 DRAFT -Technical Noise Report -Appendix F Noise Model 2020 I Source 4 II ' 9 Freioht Cars ' 10 • ' 275 distance lfO • 275 i I speed (mph) I I trains/hour lenath of cars (ft) / train ~ 55 speed (mph) I ~:: I 0.44 trains/hour 3 lenath of cars (ftl / train ' 0.00% % of cars w/ wheel flats I 0.00% I I N YIN • N • I N YIN N • ' N YIN • N i ) N Y/N • N • ) 1 number of rows 1 I prepared by Dudek 020806 Create RNM mcs040319 Project#: 11665 -330 Chinquapin Ave. Noise Model Based on Federal Transit Adminstratlon General Transit Noise Assessment Developed for Chicago Create Project Copyright 2006, HMMH Inc. Case: RESULTS !Noise Source I Ldn jdBl I Leg· da~lme jdBl I Leg· nighttime jdBl All Sources 57 53 50 Source 1 51 53 25 Source 2 41 43 3 Source 3 54 23 48 Source 4 51 6 45 Source 5 0 0 0 Source 6 0 0 0 Source 7 0 0 0 Source 8 0 0 0 E, NOISE SOURCE PARAMETERS Parameter Source 1 Source 2 Source 3 Source Num. Commuter Diesel Locomotive • 2 Commuter Rail Cars • 3 Freight Locomotive Distance (source to receiver) distance (ft) • 275 distance (ft) • 275 distance (ft) Daytime Hours speed (mph) I 40 speed (mph) 40 speed (mph) (7 AM -10 PM) trains/hour 6.53 trains/hour 6.35 trains/hour locos/train 2 cars/train 4 locos/train Nighttime Hours speed (mph) I speed (mph) speed (mph) (10 PM -7 AM) trains/hour trains/hour trains/hour locos/train cars/train locos/train Wheel Flats? ' 0.00% % of cars w/ wheel flats ' 0.00% Jointed Track? YIN N YIN ' N YIN Embedded Track? Y/N ' N YIN I N Y/N Aerial Structure? YIN N YIN ' N YIN Barrier Present? Y/N N YIN I N YIN Intervening Rows of of Buildings number of rows • 1 number of rows ' 1 number of rows !SOURCE REFERENCE LIST I !Source Number I Commuter Electric Locomotive 1 Commuter Diesel Locomotive 2 Commuter Rail Cars 3 RRT/LRT 4 AGT, Steel Wheel 5 AGT, Rubber Tire 6 Monorail 7 Maglev 8 Freight Locomotive 9 Freight Cars 10 Hopper Cars (empty) 11 Hopper Cars (full) 12 Crossover 13 Automobiles 14 Ci1y Buses 15 Commuter Buses 16 Rail Yard or Shop 17 Layover Tracks 18 Bus Storage Yard 19 Bus Op. Facili1y 20 Bus Transit Center 21 Parking Garage 22 Park & Ride Lot 23 printed 4/4/2019 DRAFT -Technical Noise Report -Appendix F Noise Model_2030 II I 2 Source 4 H ' 9 Freioht Cars ' 10 • ' 275 distance (ft) ' 275 • speed (mph) I I trains/hour lenath of cars (ft) / train 55 speed (mph) I 0~ I 0.44 trains/hour 3 lenath of cars (ft) / train 1060 ' 0.00% % of cars w/ wheel flats 0.00% I ' N YIN ' N i ' N YIN ' N i ' N YIN ' N i , N YIN • N • ~ 1 number of rows I 1 • prepared by Dudek APPENDIX G FRA Horn Noise Model hornmodel_future_mcs040419 Project#: 11665 -330 Chinquapin Ave. Input & Output FRA Grade Crossing Noise Model User Input Noise Situation Shielding Ldn 65 Contours Numeric Output (in feet) Noise Situation (Pick from List) 1 Horns Existing and Future 1 Dense Urban 1 Existing 65 Ldn Contour at X-ing 274 Horn Lmax (dBA)@ 100 feet 99 Horns in Future Only 2 Light Urban 2 Future 65 Ldn Contour at X-ing 341 Horn Location on Locomotive(Pick from List) 1 No Horns Existing and Future 3 Dense Suburban 3 Existing 65 Ldn Contour at 1/2 zone length 211 Non Train Noise Environment (pick from list) 4 Light Suburban .. Future 65 Ldn Contour at 1/2 zone length 266 Shielding (Pick from List) 4 Horn Location on Locomotive Rural I Zone Length 1320 Length of Impact Area (pick from list) 1 National Average (50% front, 50% middle) 1 No Shielding • 1/2 Zone Length 660 Existing Train Speed (mph) 40 All Front Mounted 2 Future Train Speed (mph) 40 All Middle Mounted 3 Length of Impact Area Impact Zones Numeric Output (in feet) Number of Existing Trains in one Oirection 24 User Defined I 80 I% front mounted horns 4 1/4 mile 1 Impact Distance at X-ing 401 Number of Future Trains in one Direction 49 20 seconds 2 Severe Impact Distance at X-ing 76 Existing Number of Day Trains (7 am to 1 0 p. m.) 22 Non Train Noise Environment 15 seconds 3 Impact Distance at 1/2 zone length 315 Future Number of Day Trains (7 am to 10 p.m.) 49 Urban 1 Severe Impact Distance at 1/2 zone length 55 Existing Number of Night Trains (10 p.m. to 7 am) 2 Suburban 2 Zone Length 1320 Future Number of Night Trains (10 p.m. to 7 am) 2 Rural 3 1/2 Zone Length 660 Existing Average Number of Cars 8 User Defined Ldn = I 55 ldBA 4 Future Average Number of Cars 8 Existing Average Number of Locomotives 2 Future Average Number of Locomotives 2 printed 4/4/2019 DRAFT -Technical Noise Report -Appendix G prepared by Dudek APPENDIX H Project Plot Plan and Floor Plans I I I I I I I I N•me Ul'lll I -RooC Ded<. Ur.t2-Roo1Ded<. Ur.13.<l.5-Rool Oed,, U1"117•Rool°'9dl. Nome ., .. Van,> 4'080 SF Yan::12 455 Al SF Yan:13 68245 SF 1578 67 SF Room Sche<tule · ROOF DECK Con-mocos Percenl:age 10 Footpnnt "-' 23699SF Roal Dock 2'-.8 22624 SF Roal Dock , .. <124 88SF --2'6 28642$F RoolDod< >0 I 117453SF Area ScheolH Reerea11onal S?aee level Ca:egofy Common~ 8Ull01NG l • LEVEL 1 RECREATIONAL SPACE urw 1 & UM 2 BUILO1NG 1 lEVEL 1 RECAEA TIONAl. SPACE uM 3. unit 4 & urnt 5 BUILDING 1 LEVEL 1 RECREATIONAL SPACE unll6 & unit 7 Area Scheou!e -FOOTPRINT Name ., .. le,ol Conmen,s Category &b-Cal890')' BUILDING I 963 26SF BUILDING 1 • LEVEL 1 un11, -2828-C-ondo LEVEL 1 BUILDING I BUILDING2 925.01 SF BUILDING 1 -LEVEL 1 Unit 2 -282B -Condo LEVEL I BUILO!NG2 BUILDING3 172604 SF BUILDING 1 • LEVEL 1 LEVEL t BUlLOING3 BU1LDING4 263273 SF BUILDING 1 -LEVEL I Ul'Ml7-2828-Apl LEVEL 1 BUILDING, 6249.0S SF G ~$,OC,f,( t r::-7 0 ;, ==-'-· TJSl!i£WIII.~ -10'·0" / CHINOUAPIN AVE. 1' PROPOSED SITE PLAN -SECTION 1 ___,,. 3.'32·.1-c- ...,. ,o " " " ,. 15 16 16 05 · PARKING COUNT SCHEDULE C.mme,,~ UNrT1 UNIT1 UNIT2 UNIT2 UNIT3 UNIT• UNrTS UNITS UNIT6 UNIT7 UNIT7 ADA GUEST GUEST GUEST GUEST I i S<A>-Ca>eoo,y """"3<>n -COVERED v .. COVERED Vos COVERED v .. COVERED v .. COVERED v .. COVERED v .. COYERED v .. COVERED v .. CO\IEREO v .. COVERED v .. COVERED v .. UNCOvERED Vn UNCOVERED Vos UNCOVERED Yes UNCOVERED v .. UNCO\IEREO Ve, /\ i -------~------------- 0 • 1 u ~ '<_7 1 24' -o· ,-'-, I I I t ,.o,QC, "'""" ! ~ I """"""' .. .... J ~- L.., ' -"' r llf:t~WAU. r --- 2-, PROPOSED SITE PLAN -SECTION 2 =..,; 31:32'"-1'.(f' 6 b OVEAVEW 330 CHINOUAPIN AVE LONG BEACH. CA 90804 APN· 206-020--11-00 ZONE RD-M R 23 OCCUPANCY A·2 TYPE V-8 CONSTAUCTO.. W AUTO SPRINKLERED PER NFPA 13 LOT COVERAGE TOT AL LOT AREA 19.250 SOFT (0 Uacre) TOTAL OEVELOPABLE ACREAGE 1S.278SOFT UNIT 7 PROPOSED DWELUNG DENSITY 15.9 PER ACRE MINIMUM BUILDING SEPERATEION >Ott BUl.DING AREA 11,190SOFT FIRST 6,267 SOFT SECOND 4923 SOCT ALLOWABLE LOT COVERAGE@ 06 LOT TOTAL COVERAGE 6267.li250--033 LANDSCAPE 3838 SOFT PERCENT AGE TO BE LANDSCAPED '993% PRJVATE RECREATIONAL SPACE MINIMUM TOTAL AREA PEA UNIT 60SOFT NUMBER OF UNIT 7 MINIMUM otMENTION GROUND LEVEL 6' • 10' AREA REQUIRED ◄20SOFT AREA PROVIDED 1 528SOFT SITE OUAL.FtCATIONS AL.LOWABl.E MAX HEIGHT 24' WITH FLAT ROOF 30· WITH 3• 1z-PITCHED ROOf PROPOSEOMA.XHEIGHT 27'-T REOD SIOEYAAO SET8ACI( 5 AEOD FRONTYARD SETBACK ,o· AEOD REAR YARD SETBACK ·~ AU.OWA&.E PROJECTIC)NS z PARKING DWELLING UNJlS • 7 EXISTING UNITS OE....OEO. 1 PARKING REOUlREO STUOI(): NUMBER Of UNT 2 SPCAE PER UNfT:1.5 at lea&I 1 CO'llered space TOT AL: 3 -at leas! 2 COYl!fed space 2SR. NUMBER Of UNIT 5 SPACE PER UNIT 2 TOTAL .10 (One two-car garage or two $eper-a!e one-ca, garage or a one-ear garage and a eo,,,ered Of uncoYered parivng gpaceperUflll.) GUEST PARKNG NUMB~ Of UNIT. 7 SPACE PER UNIT O 3 TOTAL 2.1 HANOtCAP PARKING 1 PARKING REOUIRED• 16 f>ARKNG PROVIDED. 16 SCOPE, NEW CONSTRUCTION Of FOUR TWO STORY MUL T -FA.Mil Y DWELLINGS WTTH 7 UNITS JTEMS OH SEPE.RATE PERMITS EXISTING UNITS S/TEWORK ANO Pl.ANTING TO BE OEMOUSHEO SIGNAGE Team 0 .., :, "' z 0 .,. w 0 earn.ton Crockett • Archit.ct/Contractor Ultra--Unit Architectural Studio 1327 Lema Avenue Long Beach. calilomia 90804 L 562.997.0971 e ~a-unill.com Dall'id Choi· Structwal Engineer Daw:t ChOi and AssociatRSe 1327 Loma Avel'k.le long Beach, Califorr-.a 90804 I 562.362.8040 e c:tavd@dca-se.com Architect Stamp '<,~c::,T:,.0 AAc,s.,/> ... v t ♦ ,n,_,.,.,., -' Cll~ll t ~ 111~)19 ~ ~r. '"1~;.~"" fl-~ ~Q,;-CAL\fO w > z <(<( a.. z o <( :::J a.. 0 <( <( a :::J co z 0(1) I z_J 0 -a: 0 I<( C") Oo C") 0 C") C") ¥ <t .......,.,. No. Description --· SITE PLAN _N,,,_ a, i 0 ! 0 N :J <( C} u. u. w -, I j 0 Date A-1 00 PTqeclN~ 17-1230 Drawn By Author ~By Checker =~ As indicated l' l ~ ~ :. I .. 1 < ~ I i ,t I ~ 1 ti ~ ~ ~ I ! ~ ~ ~ ,;: 18 ii § I I I " .. I I I '. I I I I n I SITE PLAN SPECIFIC NOTES: o· 03 3000 ALL CONCRETE SITEWORK TO BE UNCOLORED CONCRETE WITH SMOOTH CEMENT FINISH the construction shall not restrict a hve-1001 clear and unobstructed access to any water of power distribution lac11it1es (power poles. pull boxes. transformers. vaults. pumps. valves, meters. appurtenances, etc.) or to the localton of the hook-up. The construction shall not be within ten feet at any power lines-whether or not the hnes are located on the property Failure to comply may cause construciI00 delays and/or addrtional expenses. 2 An approved seismic gas shutoff valve will be installed on the tu~ gas hne on the downstream side of the utihty meter and be ngidly connected to the exlerior o1 the building or structure conta1rnng the fuel gas pIpIng. NOTE separate plumbing permit 1s required. 3 Provide uttra-low flush water closets for all new construction. Ex1st1ng shower heads and toilets must be adapted for low water consumplion 4 Shower compartments and walls above bathtubs witti installed shower heads shall be finished with a smooth non-absorbent surface to height no less than 72 inches above the drain mlet 5 Water heaters must be strapped to a wall A copy of the evalualion report and or conditions of hst1ng shall be made available at the Job srte 1 All GRADING SLOPES SHALL BE PLANTED AND SPRINKLERED 2 STANDARD 12' HIGH BEAM IS REQUR!ED AT TOP OR All GRADED SLOPES 3 NO FILL TO BE PLACED. UNTIL THE CITY GRADING SPECTOR HAS INSPECTED AND APPROVED THE BOTTOM EXCAVATION 4 MAN MADE FILL SHALL BE COMPACTED TO A MINIMUM RELATIVE COMPACTION OF 9()<',;, MAX. DRY DENSITY WITHIN 40' BELOW FINISH GRADE AND 93% OF MAX DAY DENSITY DEEPER THAN 40' BELOW FINISH GRADE UNLESS A LOWER RELATIVE COMPACTION NOT LESS THAN 90'% MAX DRY DENSITY IS JUSTIFIED BY THE SOILS ENGINEER 5 TEMPORARY EROSION CONTROL TO BE INSTALLED BETWEEN OCTOBER 1 AND APRIL 15. OBT A!N GRADING INSPECTORS AND DEPARTMENT OF PUBLIC WORKS APPROVAL AND PROPOSED PROCEDURES r-------------7 L GRADE ELEVATION CALCULATIONS J I MEASURING 5'X5" SQUARE FROM EXTERIOR I I ~:~:+~:OB7~1~~~~7~i~~~;~,,~:~,~~~ND I L _____________ .J BMP's · As the architectlengineer of record. I have selected apprnpnate BMPs to effectively mIrnm1ze the negative 1mpacts of this project"s construction activItIes on storm water quality. The protect owner and contractor are aware that the selected BMP"s must be installed, momtored, and maintained to ensure their effectiveness The BMP's not selected for 1mplementat1on are redundant or deemed not applicable to the proposed construction actIv1tIes · Name Position Date -\ BMP notes 1 1'2" = 1'-0' "I certify that Uie proposed work will not destroy or unreasonably interfere with any access or utility easement belonging !o others and located within my property. However. m the even1 such work does destroy or unreasonably interfere wrth such easement(s), a subsitute easement(s) satisfactory to the holder(s) of the easemen1 will be provided" Position Print Name Date I CERTIFY THAT THE PRIMARY PATH OF TRAVEL TO THE SPECIFIC AREA OF ALTERATION. STRUCTURAL REPAIR OR ADDITION FROM THE PUBLIC WAY OR ACCESSIBLE PARKING SPACE AS INDICATED ON THE PLANS DOES NOT INCLUDE STEPS OR A SLOPE EXCEED!NG 1.20 EXCEPT WHERE ACCESS IS PROVIDED BY A RAMP WITH 1 ·12 MAXIMUM SLOPE, ACCESSIBLE ELEVATOR OR OTHERWISE GRANTED BY AN UNREASONABLE HARDSHIP EXEMPTION. I UNDERSTAND THAT IF THE PRIMARY PATH OF TRAVEL IS FOUND NOT TO BE INDICATED. SIGNIFICANT DELAYS MAY RESULT FURTHERMORE. I CERTIFY THAT THESE PLANS WERE PREPARED UNDER MY DIRECT SUPERVISION AND THAT THE AREA OF SPECIFIC ALTERATION, STRUCTURAL REPAIR. OR ADDITION INCLUDING A PRIMARY ENTRANCE TO THE EXISTING BUILDING AND. WHEN APPLICABLE, SANITATION FACILITIES. DRINKING FOUNTAINS. SIGNS AND PUBLIC TELEPHONES SERVING AREAS COMPLIES WITH CURRENT CA TITLE 24 ACCESSIBIUTY REQUIREMENTS Signature Pnnt Name Date N E9 SCALE: 1" = 8'-0" 6 12 24 32 OVERVIEW 330 CHINOUAPIN AVE. LONG BEACH. CA 90804 APN· 206-020-11-00 ZONE· RD-M R-23 OCCUPANCY: R-2 TYPE V-B CONSTAUCIION W AUTO SPRINKLERED PER NFPA 13 LOT COVERAGE TOTAL LOT AREA 19.250 SOFT (0.44acreJ TOTAL DEVELOPABLE ACREAGE 15,278 SOFT UNIT: 7 PROPOSED DWELLING DENSITY. 15.9 PEA ACRE MINIMUM BUILDING SEPEAATElON 10ft BUILDING AREA 11.190SQFT FIRST 6 267 SOFT SECOND 4.923 SOFT ALLOWABLE LOT COVERAGE@ 0.6 LOT TOT AL COVERAGE 6267'19250=0.33 LANDSCAPE: 3838 SOFT PERCENTAGE TO BE LANDSCAPED 19.93% PRIVATE RECREATIONAL SPACE MINIMUM TOTAL AREA PER UNIT. 60 SOFT NUMBER OF UNIT 7 MINIMUM DIMENTION GROUND LEVEL 6' X 10 AREA REQUIRED· 420 SOFT AREA PROVIDED 1.528 SOFT SITE QUALIFICATIONS ALLOWABLE MAX HEIGHT· 24· WITH FLAT ROOF 30'WITH 3"'12" PITCHED ROOF PROPOSED MAX HEIGHT: 27-7" REO'D SIDEYARD SETBACK 5 REO'D FRONTYARD SETBACK 10' REC'D REAR YARD SETBACK 10 ALLOWABLE PROJECTIONS 2' PARKING DWELLING UNITS= 7 EXISTING UNITS DEMOED = 1 PARKING REQUIRED STUDIO NUMBER OF UNT· 2 SPCAE PEA UNIT·\ 5 -at least 1 covered space TOTAL: 3 -at least 2 covered space 2BA+· NUMBER OF UNIT: 5 SPACE PER UNIT 2 TOTAL ·tO (One two-car garage or two seperate one-car garage or a one-car garage and a covered or uncovered parking space per unit.) GUEST PARKING NUMBER OF UNIT 7 SPACE PER UNIT. 0 3 TOTAL: 2.1 HAND/CAP PARKING: 1 PARKING REQUIRED= 16 PARKING PROVIDED,. 16 SCOPE: NEW CONSTRUCTION OF FOUR TWO STORY MUL T-FAMIL Y DWELLINGS WITH 7 UNITS ITEMS ON SEPERATE PERMITS EXISTING UNITS. SITEWORK. AND PLANTING TO BE DEMOLISHED. SIGNAGE Team 0 z " ., w 0 Cameron Crockett -Architect/Contractor Ultra-Unit Architectural Studio 1327 Loma Avenue Loog Beach. California 90804 I 562.997.0971 e cameron@ultra-unit com David Choi -Structural Engineer David Choi and Associatese 1327 Loma Avenue Long Beach, California 90804 t 562.382.8040 e david@dca-se.com Architect S1amp v,,,~r:::,'i:.O AAc1y/,>, ,u ~ ♦ (\~IIH?~i':t't~l<I l'I ♦ ~~ IKl/\~t~ {f-~ ~0,::-CAL\y-O No. Description SITE PLAN GENERAL NOTE ~=====================~ Sheet Number A-100.1 Proiect Number 17-1230 Drawn By Author Checked By Checker Scale As indicated ij :,: t I I I I I I I I I I I I 1 ;,~~~_AROUND PLAN 1 - I I L SIDEWALK 2.0% 49' -6" ' o,, ' ,, .. 25' -6" ' ' I I j I I . I ! ~ I 1 rr- I I . I I ' I I I I LO . I I ~ ♦ -.;t-I I ♦ I I ' I I ' I I ' I I I I I r j ! I ' I I ' ~ I I N -•·-~ J ;,~~.~AROUND PLAN 2 I I L < SIDEWALK 2.0% Unlt5•G#• ~ I. I .I I I I ' I -I I j I I I I . I I I I I I I I I I r • .,. 0 ... ::, ., z 0 ., w 0 c.rntfon Crockett • Alci'll1ectiContractOf lNtrMJnit Alchhect, .. I SludiO 1327l.ClmllA~ Lcnge.cn.cawon..90804 I 562 997 0071 e ~I-I.MW.com DrM Chot -Struchnl Engin,Mr CIIMd Ct'0i and .... toalll .. 13VlomaA.........,. l01"1g Beach., Callllon.i 9080' I 5e2 362.8040 • oavidOdcl M com Architect Stamp t.,~s'f:.0 ~~c~.,> ::;CJ,.,..,,,",..,,) .... ~ ♦ n .1~1\ ♦ ~ '..-. ~•I~ r}-.f ~Q,c,.Llf{) No. Description E ::==::======~I --!il TURNAROUND ~ MOVEMENT PLAN ~ l 17•1230 Drawn By Author Checke< 311s·. ,·.o· I I _________________ j ' ,l ·1 .. I I ~O'wt!";JII• I ..... t.HJ,: I I ,. I r 0i11~.:J011 Li4,':DH,.-W~IIIOO-I .., ,.. I I I . I ~~$TOIi• ~,, .. ,,vi,a I . , I I I ~KW( . ~ ,. I _______ _J ==--/ - ' 1 LANDSCAPE PLAN · SECTION 1 , •• 10'-0' I ,r-...,..==-=-==----'-'-'':"'•-----=-------- ,~-- jl- I ~..,,.!IST:)I:• ......... 6. l, 1 '°"'"""-I ~-----_: __ -------------6 __ J 2 LANDSCAPE PLAN · SECTION 2 '-., ) 1· .. 10.0- c- AGAVE OESMETTIANA 21 9iu. Serr, Eld9f 15 s DtANEllA l '°ARIEGATA lS EOUISETUM HYMAI.E 23 Fl'&U'IU$ 18' GrayBw'Ctl 10' Honeyl.ocu5t 25 0PWIPQGON PLANlSVAPUS 29 PrTTOSPORUM T "SHIMA 22 Sd,uma,o0.,30 "' SVMBOl BOT AH,CALJCOMMON NAME QTY SIZE WULCO AGAVE '8LUE GLOW 21 15GAL L El.UE GLOYt' AGAVE .. /1/J.AVE DESIIETTlANA 21 15GAL L VARIGA SMOOTH AGAVE ------ DIAHEUA T. '°AREGATA' 35 5GAL " Fl.AXLl.Y Pl'TTOSPORUM T "SHIMA' 22 SGAL " CREAM OE MM OPHK>POOON Pl..ANSVAPUS 29 1GAL " BALC< MONOO GRASS EOUISETUII HY II.ALE 23 1 GAL " HOASETAI. -I SHRUB PLANTING LEGEND 1'1!".-1-C:, T- 0 z 0 ., w 0 Catneron Croc:ktn • Archtt.ctlContractOJ Uttr.-1.Jnit Archl-=t...-al Studio 13:27lomaA~ Long 8-:n. CeWornla 9080' L $G2.W7.097t • camet~••unct.com O.vld Choi· Struc:tural Engh'"' o.vtd Choi Md Auoca1 ... 1327 Loma Avtt'!Ut long Beach. C.Worn.a 9080f I 562382.B(M() e davd@dca·NCCJm i ,t Architect Stamp "'~s'i:.O AAc..,,.,.,,. ~(J «c, t ,wr~;;,1 .. "' t ~ '..,, ~11'1 R-~~ ~Q, CAL\fO w > z <( <( a.. z (.) <( a.. 0 ::::> <( <( O::::,C'.l z 0(1) I Z _J (.) -a: o I<( C') Oo C') 0 C') C') ----No. OescnpttOn 0 N ::::i <( C) IL IL w ...., l 1 i 0 Date ! ~==========:;} --~ LANDSCAPE PLAN ~ .. __ 17-1230 l O<awn By Author ,: :II "'--""' Checker ~ 5cM Asmd1caled ii ~ I I I I I I I I ....... um 1 -Bedroom Ul'III I Bathroom l"-1 Launctry U,.1Clos9' Ul'Wll·Gar9 Undl-~ Uni11-~ UM1-LNW'IQRoom -·-u...,ao.., UM 1 • Battwoom Ltnit 1 • a.droom Unit 1 -BaltWoom ""'' ao.., ""'' -UM 1 Root Uno,ng 0 ,., .. c..m.... 2l263SF """' •866Sf """ 16"95F """ 3S 7• SF """' '-2729SF -119USF ""'' 201 67 SF """' 22.7 96SF ...,, 17860SF ""'' 3011 Sf Uni' •2NSF ""'' 190 SSSF """ •2 •3Sf ""'' 17 33Sf Uni ' 1509Sf ""'' 31 OSSF ""'' 190l!l"8SF PLANT 15'. o· 4' • 1 3/4" 2' · 0 Unit1•"'-~ .e\,4-4•., 314• _ 5' -o· 6 Unitl •84'dtoom ~ /. 13' · 2 314" 1 BUILDING 1 -LEV 1 1 I. • 1-0" Room Schitdult •BUILDING 1 ,_ Suo-C-, TOQIBalfWoom Tocala.c.oorn °"""""" BUILDING 1 -LEVEL 1 BUil.DiNG 1 BUfLOING 1 -LEVEL 1 BUILDING I BU.ILOING 1 -LEVEL 1 BUllOWGI BUI.DING I • lEVEl 1 BUllO<NG I 8UtLOING' LEVEL I 8Ull.OING' BUILOl~I LEVEL 1 BUILOO<G I BUILDING 1 • LEVEL 2 BUlllllNGI BUil.DiNG 1 • LEVEL 2 BUtlOING 1 BUILOING 1 LEVEL 2 ButlDfNG 1 BUILDING 1 LEVEL 2 BUU>NG1 BUl.OINGI LEVEL 2 BUtlONGI BUILOING 1 LEVEL 2 8UILOING 1 BUl.04NG I LEVEL 2 BUILDtNG 1 BUllDING 1 -LEVEL2 BUILDING 1 91.11.0N:il LEVEL 2 BUO.OO<G' BUI .. OINGl ·ROOf Bllll.Ol"IG 1 DECK • 2·. 1· 2·-0 -o· / ;;; [j PLANT 0 S R-2 R-2 R-2 R2 R2 R-2 R-2 R-2 R-2 R-2 R-2 R-2 R-2 R-2 R-2 R2 A-2012 24' -2" -I SIDEWALK 20·-21/4" 20' · 7 3,4• 39' -6" A2012 --T ,O- T-o· T-0" T .o· ..... .... 8 .. .... 7· -0-.... .... a· o· 8'-0 t -o· e·-o-e·-o- I 3 '--- 3'1800CF 341800CF 4' · 11114" 6 I :,, re &, >-<( 3: 0 w > ii: O 1(A201 Key Value KEYNOTE LEGEND -PER SHEET Keynote Tex, ( I I I I 0:/ DOUBl.E STRJfJNG OF STALLS SHALL BE PER ZON1NG C00E SECTlClN 12 21A5 CHART NO 5 EVERY SPACE INTENDED FOA HUMAN OCCUPANCY SHAl.L BE PAOW>EO WrTH NATURAL LIGHT BY MEANS Of EX1EROR GLAZED OPENINGS N ACCORDANCE WJT'HSECTION 120520A SHAU. BE PROVIDE.OWIT},j ARTFCAL LIGHT THAT IS AOEOiJA TE TO PAOVDE AH AVERAGE UUMINATION OF 10 FOOT-CANCt.ES OVEJI THE AREA Of THE 00M AT A HEIGHT (X-30 f\CHES ABOVE THE Ft.OOR LEVEL PARKING ·NOTE· TANDEM PARi<..NG FOR INOfVIOUAL. UNffS 0,-..LY 2HCSPACES 2 EV CAPABLE PARKING (RACEWAYTERMINATJON SHOWN) 1 EV W'\JNIT 31 COMPACT 17STANDARO TOT AL CAR PARKING 4A ST AU.S LONG TERM BCYCLE PARK.NG REOUIRE.O • 30 LONG TERM BICYCLE PARt<NG PROVIJEO • 30 SHORT TERM BICYClE PARKING REOU1REO •, SHOAT TEAM BICYCLE PARKING PROVIDED • 6 SEE A700 FOR EXTERIOR WALL ASSEMBLIES IIIIII -'!W...li.8" c~u (PER srn, 2HR w srucco ~1TCMU(PERSTR·2HRW RGIO ___ liSIJLA TI0N ANO EXT STUCCO IIIlmJID ~8" CMU (PER STAI 2HR PRECISON EXPOSED ~1TCMU PERS;R,2HRW STUCCO •=== ~2 XS EXTERK>R WALL W BLACK P,\JlffED STUCCO mlll-~2XSEXTERIOAWAUSTGRSTUO STC50 1.,_.R.STUCCO === ~2 X fii EXTERIOR WAU W TRESPA RAl-lSCREEN STC50 w.!i_ 2 XS EXTERK>R WALL 2Hq_ STUCCO ~ a:I.l; 2 X 4 EXTEl=UOR WALL 1HR. STUCCO SEE A701 FOR INTERIOR WALL ASSEMBLIES === lil.,LPARTYWALL2XSTGASTUO 1HR 5TC50,. = ~2x,MERIOAPAATIONWALL IIIIIIDL !:11.1i.2HR RATED WALL !!!.£2 XS P1..UM:BNG WALL ==zm:m: ~ 1HR SHAnwALL ~ WAllLEGEHD '80\IER.OORLNE CENTEFKINE NOT IN CONTRACT or BY O'wVNER EOU!f»MEN1 c:::::::=::::J ,,.EWWAU.'PAAffiCJN REFER TO PARTrTION LEGENO ExPANSIONJOWTtEJ) 3fY X £8' ClEARANCE ' 0 ~ ' ... , / • .. . o· / /• . " ... ACCESSIBLE ROUTES GRO.INE FOR STRUCTURE SEE STRUClURAl ORAWNGS FO!!KEY 6 ACCESSIBIJTY CLEARANCE FOR DOOR Al LEAST ONE ACCESSB..E ROUTE SHAU BE PAOVUD WfTHIN THE SrT"E FROM ACCESSl:k.E PARQ-IG SPACES ~NO ACCESSSJ: PASSENGER LOADING ZO,..,ES PUBLIC STREETS AND SDEWAU<S. ANO PUBLIC TRANSPOffiATON STOPS TO THE ACCESSIBL.E BULDING OR FACLUTY ENTRANCE THEY SERVE WHERE MORE THAN ONE ROUTE IS PROVIDED All ROUTES MUST BE ACCESS18LE (11B-2062 1) AT LEAST ON ACCESSIBLE ROUTE SHALL CONNECT ACCESS&E BULOINGS ACCESSIBl.E FACl.mES ACCESS!BLE ELEMENTS ANO ACCESSIBLE SPACES THAT AREONTHESAMESJTE ·118-206.2..2; ACCESSIBU ROUTES $HAU. CONS&ST OF ONE 0A MORE OF THE FOUOWING COMPONENTS WALKING SURFACE wm-, "RI.INN'~ SlOPE NOT STEEPER TI-tAN 1 20(5"'4). DOORWAYS RAMPS CURS RAMPS EXCLUDING THE FLARED SIDES ELEVATORS ANDPLATFOA~L!FTS {118'°221 THE RUl'INING SI...QPE OF WAU<ING SURFACES SHALl NOl BE STEEPER THAN 1.:20 l'"'-1 THE CROSS SLOPE Of WALK""G SURFACE SHALL BE STEEPER THAN 1 '8 !2.08J'",o,1j1194033 EXCEPT ATUA"JSOA PASSIIIG SPACES TME ClEA.R WIOT.,_. OF WALK~ SURFACE Sl-4AU. BE 36" INCHES MINIMUM (t lB-403 5 I) THE CLEAR WIDTH FOR WALKING SURFACES IN CORRIOOAS SERVING ANOCCUPA"IT LOAOOF 100A MORE SHAUBE4At-K:HESMINIMUM 1118-403.5-.11 THE CU.AR WIDTH FOR SJOEWAJCS ANO WALKS $HAU BE '8 NCHES UNNUM ttS--403.5.11 THE CLEAR WIDTH FOR ACCESSl6lE ROUTES T0ACCESS8.E TOI..ET COMPA.RTt.tENTS SttAlL BE 44 INCHES EXCEPT FOR OOOROPEN~G WtOTHS ANO DOORSWINGS (118-t0351J ENTRANCES SI-W.l BE PROVIOEO t.! ACCORDANCE WITH 118-206, ENTRANCES ENTRANCE 00C)ft$ OC>ORWAYS ANO GATES SHAU. COUPl. Y Wm-t 119-40£ DOORS CXX>RWAYS ANOGATESANOSHAJ. BEONANACCESS&.E ROUTE COMPLYNG WrTH 118-402ACCESSIBLE AOVrES l118·2Cl6' AU ENTRANCES ANO EXTERK:>R GROUND-FLOOR EXITS TO BULONGS ANO FACILITIES SHAU COMP\..YWITH 118-'°" OOOAS. OOOAWAYSANDGATES 1118-20641) EVERY SPACE MENDED FOR HUMAN OCCUPANCY SHAU. BE PROVIDED WITH NATURAI..LGfl BY MEANS Of EXTEROR GLAZEOOPEl'IIM.SN -.ccoRONtCE WrTH SECTl()N 1205 2 OR SHAU. BE PROV'DEO W'TH ARTIFICAI. LIGHT THAT IS ADEQUATE TO PR<MOE AN AVERAGE U UMt,IATIQN Of 10 FOOT-CANOlES OVER THE AREA CX- THE 00M AT A HEIGHT OF 30 INCHESA90VE THE FLCX)R LEVEL 1 lhe conslrUCbOJI shd nol resirlCl a l,ve-tOOf eiaa and LnObam.lc:led aeons 10 any waler d oowe, dsslttlJiwon ~ -;oowa poles.~ bol.N. nnsk>rmer'l vaults-~-vawes rnew-s ~ e1C CtlONIOcaaondlhlt~~ Thlll00l1SWCll0fllhalnalbe W11n1n len 1"t 01.,.,. 0CM'8f IMl-wne-u-. or not N .,_ •• l0CIWd on N PfCIPll'tY F .... • IO con,p1y may cause COl'l$ttUCIIOl'I Ol'ays and.or aodilO"III ~ 2.An app,Ollld sMme gas thY1on vatve W'II ot m:aii.d on ti'lt fuel gas line on tht OOWl'lstrum Ide of the uWiry metw and be ngdy oonntel«I IO 1he eio:tenot ct tht ~ or ttNCtl.Ke ~ fie luel gas pil:WlO NOTE .-a• plumbw'lg pemlll II rtql#ed l.PYCWIOe iAr•·lowtlJSt' ~ caets to, .. newecm:lruCllon Emtw'lg ~ 'lNIS and loilecs mus1 oa __,_i fol' low waHI" ~ , sr.ow. comc:anrn.nris andwals acove oaNID Win ll'lltalled Sl'IOWer hNdl ahall t>e fnln«I witn a smooth non-ab&~ turtace 10 height no less lhan n w,es il00\l'e tht drui inlet 5 waiei-hN!tfS must be snapeec:110 a wall 6 N,A 7.ACQPJotlhtevaluil!IOnrllJl)Orlanoor~ oe listngshll 0tmadeavai110iea!the,OO ... ~ SEE A 400'S FOR EN.ARGEO ~IT PLANS SEE A 50C7S FOR Efll..ARGEO KrTCHE~ P..ANS. ENLARGED BATtiRCXlM Pi.ANS AO.A ANO CLEARANCES N AU.GYPSUM FINJSH NTERK>R WALLS MAINTAIN LEVEL JFINISH SEE FINtSH Pt.AN FOR FNISH MATERIAL CONSTRUCTIClN CREW TO COVER DUCT OPENJNGS ANO PROTECT MECH EQUIPMENT OUR N3 CONSTRUCTION • CBC 11 • , 10 1 MATERIALS wrn-1 VSIBLE WATER DAMAGE SHALL NOT 8E NSTAtlEO FOR ALL aEVATIONS SEE CML E9 Town 0 :, .. z " ., "' 0 c.n.on Ctoc:katl. An::hJt.c:tContr.CCOf Ultra-UM Alchttectural Studio 1~7 Loma Alltnut Lon; 8each. Cdorr. 9080,C I 562.997.0971 • ~-unia corr o.vtct Choi-Stn.,ctwal EnginNr 0.Yid ~ and AHOClat_,. 1327LcffiaA.,.._. Leng Beacti. CPloma 9000,I, I !62..3152fl0'0 • oavd@aca se com Architect Stamp «.,+s'f:.O Aile~> .::;(j,~ ............... ~ ♦ (._'ll~t, ♦ ~ .\:.9 R-$ ~o, c,.s1fO UJ > Z<(<( a.. zo <( 0.. Cl =i <( <( a => a::i Za(J) I Z ....J o-a: oI<( C")oo C") 0 C") C") l ~ ..,_,. No. Descnptmn 0 N :J <( (!) LL LL w -, I z ! Date ~=========--=~I .,_....,. ~ BUILDING 1-LEVEL ~ 1 A-110 .. __ 17•1230 l Drawn By Author ;;; :I! C,-..,By Checlcer G -114" • 1·-0· ij !: I I I r;;- I C ~ .., "' ----a I Room Sch«tule 8UILOING 1 -Name ..... eon.-L-s.b-Ca,ogo,y , .... .....,.,., , .... -.... "'---Unc1 -21263SF -· .. ...,.,., .... SF Unn 1 ........, 1649SF IJn, I Oose< 3571. SF ""'' -l.2729SF ""'' ,_ 1191'SF """ -201 67SF ""'' """"°""' 22786SF ""'' -17160SF ""'' Clooe! 3011 SF ""'' .. ...,.,., •298SF ""'' -190555F ""'' "'"""""' 424JSF ""'' Clooe! 17 33 SF ""'' .... e.seiSF """ """'""""" 3108$F 190! 41:! Sf ""' 1 _, / 15' -0 1 2" ' Unill 1 -fJedroom ~ Unit 1 • 8aChtooM ~ Unl1 -1 ""'" -1 -""'' """' ""'' ""'' UM I ""'' ""'' ""'' """' ""'' ""'' BUILOtNG I LEVEL, 8Ul1,.0ihG I LEVEL 1 8UILOING1 LEVEL 1 BUR.DING I LEVEL 1 8UILDING 1 LEVEL 1 8Uft..OING I • LEVEL 1 BUILDING 1 LEVEL2 BUft..OING I LEVEL 2 SUIUllNG1 LEVEL2 8UILOtNG 1 LEVEL2 BUILDING I LEVEL2 SUllDING I LEVEL 2 BUILDING 1 LEVEL 2 BU!LDfNGI LEVEL 2 BUil.DiNG 1 LEVEL 2 SUllOCNG 1 ROOF DECK 06 BUILOING 1 BUI..OINGI BUI..OINGI BUILDING 1 &A.Otl\G 1 BUl..Ol"'«i 1 BUN..OING t BUllOING t SUllDING1 BUILDING 1 BUILDING 1 BUILOl"IG1 BUILOINGI BUtlDING 1 BUllOINGI SU1LDING1 ,.-. 2-3 2"-07-814" / Uriil1-CloMI ...!M., '"T Unll:1-Bdvoom @Q[' Unitl•a.droom ~ 17"-01 4• / 0 2 ...,/ r---. ,--0.6 2.3 __,, '- R2 T-o· "' T 0- R·2 T 0- R-2 T-0- R2 a· o· "' ... "' e o-.., a. o· R-2 T 0 "' 8' ·O" "' 8 -o- "' • o· "' e .. "' e o· "' tr o· R2 • o· A2012 --i Unit I ,St.i, ~ J IJnll 1 • Kilchen ~ L!J ......... J / "\. ,------, UMI -LMng Room :J ''\ /' j 21'· 9 1 •• I -----.A 0 A2012 Slor,otVCJUm 3'1800CF 341800 CF 0 '-- 1(1t201 Key Value KEYNOTE LEGEND -PER SHEET Keynote Text SEE A700 FOR EXTERIOR WALL ASSEMBLIES IIIIII· ~.MM .. 1:..1rcMu (PEA srR, 2ttA w srucco ~12"CMU1PERSTA•2HRW RIG() ---NSULATION ANO EXT STUCCO IIIIImID ~8"' CMU (PEA STA! 2HR PRECISION EXPOSED ~l2"'C"'4UIPERSTR,2HAW STUCCO .. ::::= m..l.;_2 X 6 EXTERIOR WAU. W BLACK PAINTED STUCCO mlllllllll, U'.I.l..2 X 6 EXTERIOR WAU. STGA STUD. STC50 1HR STUCCO .w.t.,_2 X 6 EXTERIOR WA/J.. W TRESPA RAINSCREEN SlCSO ~ 2 X 6 EXTERIOfl WAU. 2HR STUCCO ~ ~2X4EXTERIOAWAL.L1HR,STUCCO SEE A701 FOR INTERIOR WALL ASSEMBLIES ==== !fi..1...PARTY \\IAJ.L 2X STOA STUD 1HR STCSO. = M!J.:.2X4MERKlRPARTONWAJ. flillmlli. llfU:.2HR RATEO WALL === tiU,;.2 Xe PLWMIG WALL am:m:m:& .!fi.L ,HASHAFTWAU fla!..WW!l1 WA.LL LEGEND ABOYEF~LINE CENTERLINE N()i Ii CONTRACT o, BY OWNER EQUIPMENT C:==:J NEW WAU.'PARTrn:::w REFER TO p,tJ:mtlON LEGEND EXPAASION JONT. EJ, 311' X 48" Cl.EA.RANCE ... / 5 -o· , o· b 9 •• ACCES§'Bl£ ROUTES GRIOLINE -FOR STRUCTURE SEE STRUCTURAL DRAWINGS FORKEY " / ACCESSIBILITY CLEARANCE FOR DOOR AT LEAST ONE ACCES~ ROUTE SHAU BE PROVIOE0 WITHIN THE SITE FROM ACCEssa.E PARKING S0ACES AND ACCESSl3l.E PASSE~A LOADING ZONES PuBlC STREETS AAO SOEW.w<S ANO PUBLIC TRANSPORTATION STOPS ;o THE ACCESSt8LE BULOINGOO FACl.UTYENTRANCE THEY SERVE WHERE MORE THAN ONE ROUTE ts PROVOEO. ALL ROUTES MUST BE ACCESSl8LE 1118·206 21 j AT LEAST ON ACCESS&.E ~TE SHAU CONNECT ACCESSIBI.E BUILD"4GS ACCESS6 E' FACl.iTES. ACCESSSlE ElE~ENTS ANOACCESS8.E SPACES TkAT ARE ON THE SAME SITE 1118-206.221 ACCESSIBLE ROUTES St-All CONStST OF ONE OR MORE OF THE FOlLOWING COMPONENTS WALKING SURFACE WrrH A AUM',ING SLOPE NOT STEEPER THAN 1"2CIIS'-I DOORWAYS RAMPS. CURS RAMPS EXCLUDING THE RARED 5'0ES ELEYATORSANOPLATFORMt..FTS 118402...2) THE RUNNING SLOPE OF WALKING SURFACES SHAU NOT BE STEEPER THAN 1.20 t5%1 THE CROSS SloPE OF WALKING SURFACE SHAU BE STEEPER THAN 1 48 1208:3"11.1•118--40331 EXCEPT A TUR~ OR PASSNG SPACES THE ctEAFI WIDTH OF WALKING SURFACE SHALL BE 38~ INCHES MINIMUM (118-AOO 5. 1) THE CLEAR WIDTH FOR WALKING SURFACES IN CORRIDORS SERVING AN OCCUPANT LOAD OF 100RMORE SHALL BE"' NCHESMIP'.IMIJM (118--403.51 THE CLEAR WIQTrt FOR SIDEWALKS AND WAUCS SHALL BE 4S INCHES MIN MUM.(118-400.51) THE CLEAR WIDTH FOR ACCESSIBLE ROUTES TO ACCESSl&.E TOILET COMPARTMENTS SHAU. BE u u:HES EXCEPT FOR OOOA-OPENING WIDTHS AND ~SWNGS 1118-403.511 ENTRANCES SH.All BE P'MOVIOED IN ACOORDANCE WITH 11 B 206 • E"'ITRANCES ENTRANCE OOORS OOORwAYS, AND GATES SHALL COMPLY WITH 11~ DOORS DOORWAYS A.ND GATES ANO SHAU BE ON AN ACCESSl3LE ROUTE COMP't. YING WITH 118--'°2 ACCESS&.E ROUTES , 118-206 • ALL ENTRANCES AND EXTEROR GROUND-FdX)R EXITS TO 8ULDNGS ANO FACUTIES SHALL CO~PLYWrTH 11~ OCX>RS DOORWAYS ANO GATES 118-206• 11 EVERY SPACE me~o FOR HUMAN OCCUPANCY SHAU. BE PftOVl>EO WJ1l1 NATURAL UG.,.T 6Y MEANS OF EXTERIOR GLAZED OPENNGS ... ACCORDANCE WfTH SECTION 1205.2 OR SHALL BE PROVIOEO Wm-I ARTIFlCAl. LIGHT THAT IS ADEQUATE TO PROVIDE AN AVERAGE tiUM NATION OF 10 FOOT-CANOLESOVEA THE AREA Of THE OOMAT AHEIGMT OF 30te-tESABOVE THE A.OCR LEVEL , ll'le oonsm.c1101'1 5hall noc ,esii,ict a lw•toot c6eat and unobstnJclaj acceu 10 Wfl/ ...... of pow,e!" dlStnbution lac,lrues (powet poles Pl.t bol(es bantlorme!'I, Vaul!S. pump$, valvM, met«-s appurlenances etc.)"' 110 .._ locab)n al the hOok;.ip The constru:;110t1 shal no1 be Mtwt1er1lNtofat'(p0W11C"tnls~0tnothlwlftweloc:altdon111eprapeny F ... e110 compty ,n-v cause eonsuucton dltlys ~Ot ~ expM'IINI, 2.An approv.o seismic QM sht.lloN v,i,tve d be: inStaltcl on me, __ gas lne on lhe downlbeam ldlo!lheutJilt)'~ andbtl'IQdyoorntetedtothe blefl()t d fhtbuildlng or -MNCt..l(e CO"QlnrlglheluelQUpe:.q NOTE aepe,Ne~pe.--m,• 1,eqund 3 Provde utua IOw lulh ..at• doMtl tor al new eonslrUalon Emtr,g ~ heads and 1~smut1beadai)l~blow'waterconwmpcl0l'L • $nower ~ments ard wall at,ove ba1htubs WM NUdled lhOwef nMda shall be llfUfohecl weiasmoo1t1~~10hlllghlnolftstt\ln72n::hesaboYelhedrainrilt. 5W-hMlersm.atc»Uappe,dtoawal 6Nul 7 .A cop; ol the evaiUlllC)n report W-.::1 °' cordlions ol "5ting WI be rnaoe avaiiable at rn. Jotl ... SEE A -COO'$ FOR ENLARGED UNIT Pl.ANS SEE A 50CYS FOR ENLARGED KrTCHEN Pl.ANS ENLAAGED BATHROOM P\.ANS. AOA.. ANO CLEARANCES N AU. GYPSUM FINtSH INTEAK:lfl WALLS MAINTAIN LEVEL 3 FNISH SEE FINISH Pl.AN FOR FIMSii MATERIAl CONSTRUCTONCREW TOCOVEl=I DUCT OPENNGSANO PAOTECT MECt-1 EQUIPMENT CURING CONSTRUCTION .. CBC 11 ◄ • 10 1 MATERIAi..$ WITT-I VISl6lE WATER DAMAGE SHALL NOT BE INSTALL.EC FOA AU. ELEVA.TD.IS SEE CN1. EB Tum 0 z " ., w 0 cam.on Crocken -~~o, utt,.,.Um Alchitec1unf Stldo 1327 Loma Avenue LongSoad>Caldcma90004 1 5e2 997 0871 • ~~ corn 0.-ll'ld Choi • Structural Engineer DrM CtlOi and Anoaatese 1327LomaA.-einue Long Beac:h. Caldotn1a i0904 I 562 382 8040 • ~. M c;om Arch1tec1 Stamp ~===============: -! j;j 8 No DescripllOn ! ::==========~t a BUILDING 1-LEVEL ~ 2 A-111 17-1230 l------------1l Author .,, 18 Checker °' j '----------~ Room Schedule •BUILDING I Name Area Convnents Level Sub-Category Total Bathroom Total Bedroom Unn 1 -Bedroom 21:2.63SF Unit 1 BUILDING 1 -LEVEL 1 BUILDING l 1 -Unn 1 -Bathroom 48.66SF Unit 1 BUILDING 1 -LEVEL 1 BUILDING 1 Unit 1 · Laundry 1649SF Un111 BUILDING 1 -LEVEL 1 BUILDING 1 Unit 1 -Closel 35.74 SF Unn 1 BUILDING 1 • LEVEL 1 BUILDING 1 Unrt 1 -Garage 427.29SF Garage BU1L01NG 1 -LEVEL 1 BUILDING 1 Unit 1 -Foyer 11914SF Unit 1 BUILDING I -LEVEL 1 BUILDING 1 Umt 1 -K11chen 201.67$F Urut1 9UILOING 1 -LEVEL 2 BUILDING 1 Unit 1 -LMng Room 227.86 SF UM1 BUILDING 1 • LEVEL 2 BUILDING 1 UM 1 • Bedroom 17860SF um, BUILDING 1 • LEVEL 2 Bu1LDING1 Un.11 -Close1 3011 SF UM 1 BUILDlNG 1 -LEVEL 2 BUILDING 1 Unll 1 -Bathroom 4298SF UM1 BUILDING 1 -LEVEL 2 BUILDING 1 Unit 1 -Bedroom 190 58 SF Um 1 BUILDING 1 • LEVEL 2 BUILDING 1 -' Umt 1 · Bathroom 4243SF u,,11 BUILDING 1 • LEVEL2 BUILDING 1 I UM 1 · Closet 1733SF UM 1 BUILDING 1 -LEVEL2 BUILDING 1 Unn 1 • S1a1r 8589SF UM 1 BUILDING 1 ·LEVEL2 BUILDING l Uni! 1 • Roof landing 31.0SSF UM1 BUILDING 1-ROOF BUILDING l DECK 1908 48 SF I 0 A-201.2 ,-.._ r. ( D } l ...., ._, Unit 1 -Roof _ l L Landi 1301 (c'} ~ "-.../ 0 " r--- ..... ...,.... Unit 1 • Roof Deck [TI@ ~ (\ "' N ..., @ A-201}2 ~ I 1 V " L.:: -a--; I 19' -51/4" 0 (1) A-201.2 '1\BUILDING 1 -ROOF DECK \....:_./ 1/4" • 1"-0"" u,ro.mded Occupancy Height Storage Volumi R-2 R-2 R-2 R-2 R-2 R-2 R-2 R-2 R-2 R·2 R-2 R-2 R-2 R-2 R-2 R-2 0 ~ "' "' ,,--._ ( 3 I .-../ 7'-o· 7'. o· r. o· T-o· 5·.o· 8'·0" 8'·0" 8'•0" 7-0" 8 ·O" 5·.o· 5·.o· 8'-0" a·-o· s·-o· 8'·0" 3418.00 CF 3418 00 CF 0 (~) 0 0 1<A·201 Key Value KEYNOTE LEGEND -PER SHEET Keynote Text ROOF Pl.AN SPECIFIC NOTES TOTAL COMBINED ROOF AREA• 11362SOFT 1704 SOFT SOLAR ZONE REOD · NO AREA LESS THAN 160SOFT 4 SOL.AA ZONES AT 450SQFT. 1800SOFT PROVIDED PLUMBING TO PROVIDE PIPING DIAGRAM ROOF NOTES: EQUIPMENT ON ROOFS. CMC 2016 308.1. 1-6,304 1. ENCLOSURES. EQUIPMENT ON ROOF SHALL BE DESIGNED OR ENCLOSED SO AS TO WITHSTAND CLIMATIC CONDITIONS IN THE AREAS IN WHICH IT IS INSTALLED. WHERE ENCLOSURES ARE PROVIDED. EACH ENCLOSURE SHALL BE OF REASONABLE HEIGHT. ANO SHALL HAVE AT LEAST A THIRTY (30) INCH (762 MM) CLEARANCE BETWEEN THE ENTIRE SERVICE ACCESS PANEL{$) OF THE EQUIPMENT ANO THE WALL OF THE ENCLOSURE. 2 ROOF SUPPORT ROOFS ON WHICH EQUIPMENT IS TO BE INSTALLED SHALL BE CAPABLE Of SUPPORTING THE ADDITIONAL LOAD OR SHALL BE REINFORCED TO SUPPORT THE ADOITK>NAL LOAD. 3 CORROSION RESISTANCE. All ACCESS LOCKS. SCREWS. ANO BOI.. TS SHALL BE OF CORROSION·RESIST ANT MATERIAL. 4 ROOF DRAINAGE. EQUIPMENT SHALL BE INSTALLED ON A WELL-DRAINED SURFACE OF THE ROOF. 5. GUARDS OR RAILS. AT LEAST SIX (6) FT. (1.829 MM) BETWEEN ANY PART OF THE EQUIPMENT ANO THE EDGE OF A ROOF OR SIMILAR HAZARD, OR RIGIDLY FIXED RAIL. GUARDS. PARAPETS. OR OTHER BUILDING STRUCTURES AT LEAST FOATY-TW0(42) lNCHES(l.067 MM) IN HEIGHT SHAU. BE PROVIDED ON THE EXPOSED SIDE. 6 ELECTRICAL POWER. All EQUIPMENT REQUIRING AN EXTERNAL SOURCE OF ELECTRICAL POWER FOR ITS OPERATION SHALL BE PROVIDED WITH: (1) READILY ACCESSIBLE ELECTRICAL DISCONNECTING MEANS WITHIN SIGHT OF THE EQUIPMENT (2) A 120 VAC GROUNDING-TYPE RECEPTACLE OUTLET ON THE ROOF ADJACENT TO THE EQUIPMENT. THE RECEPTACLE OUTLEl SHALL BE ON THE SUPPLY SIDE OF THE DISCONNECT SWITCH. 7.SERVICE ANO ACCESS TO EQUIPMENT ANO APPLIANCES EQUIPMENT AND APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION SUFFICIENT CLEARANCE SHALL BE MAINTAINED TO PERMIT CLEANING OF HEATING SURFACES; THE REPLACEMENT OF Fil TEAS, BLOWERS, MOTORS. BURNERS. CONTROlS. AND VENT CONNECTIONS: THE LUBRICATION OF MOVING PARTS WHERE NECESSARY; THE ADJUSTMENT AND CLEANING OF BURNERS ANO PILOTS: ANO THE PROPER FUNCTIONING OF EXPLOSION VENTS, IF PAOVIOED. INFPA 54-09:9.2.1) UNLESS OTHERWISE SPEClFJEO, flK>T LESS THAN THIRTY (30) I INCHES (762 MM) IN DEPTH, WIDTH. ANO HEIGHT OF WORKING SPACE SHALL BE PROVIDED. CLASS 8 -BUILT UP ROOFING-WHITE SURFACED A COPY OF THE CONSTRUCTION DOCUMENTS OR A COMPARABLE DOCUMENT INDICATING THE INFORMATION FROM ENERGY CODE SECTK>NS 110108 THROUGH 110. lOC SHALL BE PROVIDED TO THE OCCUPANT ROOF GENERAL NOTES ADO EDIT/ REVISE GENERAL NOTES PER PROJECT ARCHITECT, PROJECT MANAGER ROOF LEGEND EXISTING INTERIOR PARTITION WALL OR SHAFT WALL TO REMAIN REFER TO LIFE SAFETY PLANS FOR EXTENT OF FIRE RATED AND SHAFT WALLS NEW INTERIOR PAATITK>N WALL REFER TO PARTITION SCHEDULE ANO TYPES ON A710 FOR CONSTRUCTION AND DETAILING. LIMIT OF CONSTRUCTION ABOVE FLOOR LINE CENTERLINE NOT IN CONTRACT or BY OWNER EQUIPMENT ~ NEW WALUPAATITION REFER TO PARTITK>N I i=r.::a=Mn EXPANSION JOINT (EJ) MAGNETIC SHIELDING ROOF KEYNOTES KEY PLAN Team 0 .., ::, ., z " "' w 0 Cameron Crockett • Architect/Contractor Ultra.Unit Architectural Studio 1327 Loma Avenue Long Beach. Galifomia 90804 I. 562.997.0971 e.camerno@ul1ra-uni1.com David Choi • Structural Engineer David Choi and Associatese 1327 Lorna Avenue long Beach, Cali1ornia 90804 t. 562.382.8040 e.davld@dca-se.com ~=====================~} Sheet Number ... i ~ A-112 Protect Number 17-1230 ~ Drawn By Author ill 18 Checked By Checker Sea~ 1/4"= 1'-0" ~ I I I I I I I I I I I I I Room Schedule BU1LDING 2 Name Und 2-Garage Un112-s«troom Urn! 2-Balhfoom Unit 2-laundry Ur.n2-Cki&et Unn 2 • FOf'M Un~2-Kllthen Unt! 2 • Bath1'0om Unil2-l.MngRoom UM2-Bect,oom Unit 2 -Stan l.lnit 2-Oosel Unn 2 -a.droom llnt12 •bathloom Um! 2 • Root Landing ~ ~ "' ., ,-- 5 I '-- ., .. eomme,,~ ,_ 424.18 SF Garage 20ThsF Un112 4816 Sf u,,12 1Ei49SF U..12 35.18 SF u .. 2 \19.14 SF u ... 2 20597SF urn12 4196SF UM2 229 73$F UM2 178.2• SF UM2 8276 SF UM2 30 59 SF UM2 181.33SF UM2 42.98 SF u ... 2 31.0SSF UM2 187'315Sf 6' • 1 1/4" LANT BUILDING 2 • LEVEL 1 BUILDING 2 • LEVEL 1 BUILDING 2 -LEVEL 1 BUltOING 2 -LEVEL 1 BUllDING 2 · LEVEL I BUILO!t,K; 2 · LEVEL 1 BUit.DiNG 2-LEVEL 2 BUIL[){NG 2 -LEVEL 2 BUil.DiNG 2 LEVEL 2 BUlt..Oft~ 2 • LEVEL 2 BUil.DiNG 2 • LEVEL 2 BUrt.OING 2 -LEVEL 2 BUILOING 2 • LEVEL 2 BUILDING 2 -lEVEL 2 BUILDING 2 • ROOF 0€CK G' 3·.o· s·-11 ,'12· / Sub-Cal,oo,y BUILDlf'..G2 BUILDING 2 SUILOING2 BUILDING2 BUILDING2 BUILOI002 8UILOING2 BUILDING 2 BUILOING2 BUILDING 2 BUILOING2 BUILDING 2 8UllDING2 BUILOING2 BUILOJNG2 • ·~ Unit 2 • Foyer ~ ' 8 b ., ' UnH2· ..,._ ~ 2102 IX) A-202)2 ., i. 13'-2 1/4" / PLANT '1, BUILDING 2 -LEVEL 1 1 4 • 1 ·0- ,....... I • E B :,, ol <X) 0 N To<alBec>oom Total Bathroom 0cc..,.m R-2 R-2 R·2 R-2 R·2 R-2 R-2 R-2 R-2 R-2 R,2 R·2 R-2 R-2 R·2 GUEST PARKING 18' · 91/4" -• SIDEWALK r 7 Unh 2 • Garage ~ 20'·21/4" 20· · 7 3/4" -Height StOl'age Volumn .... T-o· T-0' T-o• ·r o· s--o· r-o· 3'-0" ..... , ... e· -o· r-o· s·-o· 8 -o-e· o· A-202.2 • 341800CF 3-11800CF r-- 7 .'---' 4· -11 1/4" :5 <( s: w 0 iii ... I L I --:: 4'-111/4"~ ·1 HANDICAP PARKING r,, 1-, ' ~ IX) 0 N ~ M O> N 1 < A-202 G ...._., SEE A700 FDR EXTERIOR WALL ASSEMBLIES IIIIII-~s-CMu (PER STA) 2HR w s,ucco QULl;,_tZ'CMU(PERSTA)2HAW AK;IO ~ INSULATK)N ANO EXT STUCCO 1111111m ~8" CMU (PER STAJ 2HR PRECISION EXPOSED ~12"CMU(PEASTR)2HRW STUCCO -==: ~2 X 6 EXTERIOR WAl.l W SLACK PAINTED STUCCO ..mm:m. ~2 X 6 EXTEAOR WAl.L STGR STUD, STC50. tHR. STUCCO === fil.1;._2 X 6 EXTERIOR WALL WITAESPA RAINSCREEN STCSO ll!IIIDrt m.i;_ 2 X 6 EXTERIOR WALL 2HR. STUCCO ~ ,fill. 2 X 4 EXTERIOR WALL 1 HR, STUCCO SEE A701 FOR INTERIOR WALL ASSEMBLIES .-!fi..!...PARTY WALL 2X STGR STUD lHA. STCSO• ~2 X 4 INTERIOR PARTON WALL :IIlIIIIIJj !ll...t..2HR RATED WAU == INT4:2X6PI..UMB!NGWAll ·c:a:a::m::a:z:a• ~ 11-tA SHAFTW ... Ll = ABOVE Fl..OOR LINE CENTERLINE NOT IN CONTRACT or BY OWN!:A EQUIPMENT NEW WA.LlJPARTITION REFER TO PARTITION LEGEt~D EXPANSION JOINT (EJ) •ORA GAIDLINE · FCN=! STRUCTURE SEE STAUCTURAl DRAWINGS FOR KEY 30" X 48" CLE.A.RANCE ' .-o'" ~tl • 60" TURNING RAOfUS .•. / s ... b / ACCESSIBLE ROUTES 4·. o· •/ / 9 6" b ACCESS/81LITY CLEARANCE FOR DOOR AT LEAST ONE ACCESS181..E ROUTE SHALL ee PR0VJ0ED WITHIN THE srre FROM ACCESSISLE PARKING SPACES ANO ACCESSIBLE PASSENGER LOADING ZONES PUBLIC STREETS AND SDEWAJ..KS AND PUBllC TRANsPOATATION STOPS TO THE ACCESSIBLE BUl.DING OR FACLILITY ENTRANCE THEY SERVE WHERE MORE THAN ONE ROUTE IS PROVI0EO. ALL ROUTES MUST BE ACCESSl8l.E (118 206_2 l) AT LEAST ON ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDINGS ACCESSIBLE FACILITIES ACCESSIBLE ELEMENTS AND ACCESSIBLE SPACES THAT ARE ON THE SAME SITE.1118-206.22\ ACCESSIBLE ROUTES SHALL CONSIST OF ONE OR MORE OF THE FOl.LOWlNG COMPONENTS. WALKll'IIG SURFACE WITH A RUNNING SI.OPE NOT STEEPER THAN 1:20(5%) DOORWAYS. RAMPS CURB RAMPS EXCLUDING THE FLARED SIDES ELEVATORS, ANO PLATFORM LIFTS. (118-4-02.21 THE RU"-NiNG SLOPE OF WAL.Kt-lG SURFACES SHAlL NOT BE STEEPER THAN 1:20 (5%)_ THE CROSS SLOPE OF WALKING SURFACE SHALL BE STEEPER THAN I 48 (2.oea,.)(118-4033) EXCEPT A TURNS Of=I PASSING SPACES. THE CLEAR WIDTH OF WALKING SURFACE SHALL BE 36" INCHES MINIMUM (118-403-5 1) THE CLEAR WIDTH FOR WALKING SURFACES IN CORAJOORS SERVING AN OCCUPANT LOAD OF 10 OR MORE SHAU BE 44 INCHES MINIMUM ( 118-'03 5-1) THE Ct.EAR WIDTH FOFI SIDEWALKS AND WALKS SHAU. BE 48 INCHES MINIMUM (118-'03.51) THE CLEAA WIDTH FOR ACCESS&E ROUTES TO ACCESSIBLE TOLET COMPARTMENTS SHALL BE 44 INCMES EXCEPT FOR COOR-OPENING WIDTHS ANO 000A SWINGS (118-403.51) ENTRANCES SHALL BE pqQVI0ED IN ACCORDANCE WITH i 1B-2064 ENTRANCES EN'TRANCEOOORS. DOORWAYS ANDGATESSHAUCOMPLYW~ 118-"°4 DOORS DOORWAY$ ANO GATES ANO SHALL BE ON AN ACCESSIBLE ROUTE COMPLYING WrTH 118-402ACCESSIBLE RCXJTES; l11B·206.4J ALL ENTRANCES AND EXTERK>A GROUNO-FLOOFI EXITS TO BUl.DINGS ANO FACl.mESSHAlLCOMPLYWITH ll~OOORS DOORWAYS AND GATES !118-2064.1) EVERY SP.ACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY UEANS OF EXTEROR GLAZED OPENINGS N ACCORDANCE WITH SECTION 1205.2 OR SH.AU SE PROVIDED Wffi-1 ARTIFK:AIL LIGHT THAT IS .ADEQUATE TO PROVIDE AN AVER.AGE UUMINATIONOf 10 FOOT-CANDLES OVER THE AREA OF THE 00M AT .A HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL 1.the constructJOO shall no1 restrict a five-loot dell!' and ur<lbstructed access 10 any walef 01 pow9' a51r1Juoon laciklier, (.Power po6el. pul bO~es tnlnStormers vaulls pumps vatves metas. appurt~. etc.) or to the kx:atl0n cf the hook-up The construcbon lhal no1 t>e within ten~ o, any power ines-Whe'lhef or not the lines ar• located on 1he property Failure IO comply may cause constn.lCSIOn defays, and-Of addffionaJ expenses 2.An 3C)Jl'O'ted StlSITIC gas Shutotl vaNe wtl be mtaled on the fuel gas lne on the downstream $rje cf the 1.dity mel9f and be r9(fy connecieo 10 lhe eXleoor d the buildlng Of structure ConlaWWIQ the W gas l)ll)lf'lg. NOTE sepa.<81e pl!.Jrnt:Nng pem'llt IS required 3.Provl(je uNra-low flush wa1er dosets for al new construenon E,ustlng shOWer heaos anCI 1oilets mus! be aoaptec, l0f bw water consumpoon.. 4.Shower compartments and wan& above balhrubS wilh inStafleo ShOwel' heads Shall be IIOIShed Wllh a smooth non•absorbet1 si.nace 10 hetglt no less than 72 ll"IChe$ above lhe Cira., ll'llel 5 Wate1 healers musl be strapped to a wall 6.Nl.il 7.A ~ of the evaiuruion ,epon ano or conc;tuons at ltsting shall be made available a1 the JQb sI1e ~ SEE A 400-S FOR ENLARGED UNIT PL.ANS SEE A 500'5 FOF1 ENLARGED KITCHEN Pl.ANS. ENt.ARGE0 SATI-IROC)M P\.ANS AO,\, AND CLEARANCES N AU GYPSUM FINISH MERK>R WALLS MAINTAIN LEVEL 3 FINISH SEE FINISH PLAN FOR FINISH MATERIAL CONSTRUCTION CREW TO COVER DUCT OPENINGS AND PROTECT MECH EOUIPMENT0UAING CONSTRUCTION• CBC 11 4 410 1 MATERIALS WITH VISIBLE WATEFI DAMAGE SHALL NOT BE INSTALLED FOR All ELEVATIONS -SEE CIVU. E9 Te,m 0 ::, m z " ., w 0 c.n--on Croc:btl • Al'chitectiContraclor Ultra-Um An:hitKtwal Studio 1327 Lema AYenue Long Beach. CaldOIT'llal 90804 t 562.997.0971 e cameron@utra-!.nl oom David Choi· Structural Engineer Oevid Cheli and Associat"4! 1327 LOma AvetlUe Long Beacn, Caitorru 90804 I 562.382.6040 e davld@cka-se com RevlSions -No. Description l ~======'."'.::============::::'.;; i! BUILDING 2-LEVEL ~ 1 0 <> { ~ ~=-===N=um=.,_,==============:::::1 ! ? A-120 Protect Nl.fflbef 17-1230 l Drawn By Author ;; :;; Checi«<lBy Checker ~ Scale 1/4" • 1·-0· ii § I I I I Room Sched!M ·BUtLOlNG 2 Unboucded Name ., .. Convneni, , ... , s..o-ca1-,, Toia186oroom To<all!3nYoom =-""""' StorageVolomn UM 2 •Garage 424 18 SF -BUlloo.lG 2 -LEVEL l BUIL01NG2 R-2 8'·0" 3418.00CF Unit 2 • Bedroom 205.35SF \JM2 BUILDING 2 · LEVEL 1 BUllOING2 R-2 T-0" Lind 2 -&ithfoom 4816 SF \JM2 BVJLOING 2 • LEVEL 1 BUILDING 2 R-2 r-o· Urwt2 • Laundty 16 •9 SF UM2 BUILDING 2 -LEVEL l BUILDING 2 R-2 T-0- Uni12-0oset 3518 SF '"'" BUILDING 2 -LEVEL 1 BUILOING2 R-2 T-0- UM 2-Foy« 119 14 SF Un,t2 BUILDING 2 -LEVEL 1 BUILDING 2 R-2 e· o· Unit 2 · Kll&Chen 20597 SF UM2 BUJLOING 2 LEVEL 2 8UtU)ING2 R2 T ,o· Urur 2 · Bathroom 41 96SF ""'' BUILDING 2 LEVEL 2 BUIL01NG 2 R-2 ,r. O" I Unit 2 -lMng Room 229 73 SF Un,t 2 BUILDING 2 LEVEL 2 BU1LDING2 R-2 8'-(j Unrr 2 Beacom 178 24 SF \JM 2 BUILDING 2 LEVEL 2 BUILDING 2 R-2 7-0- Un112•Stall' 82_J6 SF \JM2 BUIL~2 LEVEL2 BUILOING 2 R-2 e·-o· U,.t2-Closel 30.59 SF \JM2 BUii.DiNG 2 LEVEL 2 BUILDING 2 R-2 r-o· LIM2-Bec,oom 181 33SF """' BUILOING 2 LEVEL 2 BUILDING 2 R-2 s·-o· Unll.2 -bathroom 42.98SF UM2 BUILDING 2 LEVEL 2 BUILDING 2 R-2 8'-0" Ul'ltt 2 -Roo! Landing 31.08 SF """' BUILDING 2 ROOf BUILDING 2 R-2 e·-o· I DECK 1873 15 Sf 341800CF ,,-.. ,-. '7'\ 5 I \j --~ A-202.2 -.._,· '-' '--' 15'·0" 4' · 81/4" 19'· 5 11;!" / ~ H I ,,. ~ 7 Unlt2·Slw G M Unit 2· Ck>set lliiif: (0 ~ Unit 2 • Seclroom ~ ,-, F I "' ~ 0 :., '- I . \\,=I {!) Unit 2-KkCNn ~ Unit 2 • Bathfoom /, '--'\. ., ~ v "' Uni1 2 • baUwoom '< ~ ,=,, L:....., ~ d =-== ~ " y // Unit2-lMng Room ~ I I A·202>2 :,; Llnil2-• Badroom r M @![I "' :.. · 2-ao ~ r--t:..:::l '?: 17'-o· 3' • 2 1/4" 18' -11 3/4" I / / I _,-. ,,-._ , 0.' 5 ~ A A-202.2 I ~ BUILDING 2 -LEVEL 2 1 4• • 1·-ti• • '- / '-r H ---., G ;.. ..__. '-7' ,J §EE A700 FOR EXTERIOR WALL AS§EMBLIES .fIIIII· ~6" CMU JPER STA) 2HA W STUCCO ~ ~lZ'CMUlPER STR12HRW RIGID ___ INSULATK>N ANO EXT STUCCO ,-. IIIIIIIm ~8" CMU (PER STA) 2HR PRECISION EXPOSED "' ~1Z-CMU(PERSTA)2HRW STUCCO 1 <A-202 •=== .m.u_2 X 6 EXTERIOR WAU. W SLACK PAINTED STUCCO mmmlll• ~2 X 6 EXTERIOR WALL STGA STUD. STCSO 1HA. ST\JCCO === ~2 X 6 EXTERIOR WALL W TAESPA RAINSCRE.EN. STCSO .fDDIDn_ ~2X6EXrER)()RWA.U.2HR STUCCO ,,....,_ ~ mi;,2XAEXTERIORWAU1HRSTUCCO '-? SEE A701 FOR INTERIOR WALL ASSEMBLIES '-=== !!!..li..PARTYWALL 2XSTGRSTUO IHR STCSO• = M..2.i..2 X 4 INTERIOR PARTON WALl fIIDIDE !fi...1;_2HA RATED WAll ,-til..!.i..2 X 6 PLUMBING WALL -!!!.l;_ lHA SHAFTWALL ~ WALL LEGEND ABOVE FLOOR LINE CENTEALl'IIE NOT IN CONTRACT 01' BY OWNER EQUIPMENT c:::::===l NEW WALL.JDAATITl()N REFER TO PARTITION LEGEND EXPANSION JOINT (EJ) GRIOLNE • FOR STRUCTURE -•OA A SEE STRUCTURAL DRAWINGS FOR KEY 30" X '8"' CLEARANCE ,, -.'O, ... ~ •" 6(T TURNING RADIUS / ' ... / / s·-o· , -o· / /• / '- ' b ;,, b ACCESSIBILITY • CLEARANCE FOR DOOR " . 9' 6" --· ACCESSEILE ROUTES AT LEAST ONE ACCESSIBLE ROUTE SHALL BE PROVIOEO WITHIN THE SITE FROM ACCESSIBLE PARKING $PACES AND ACCESSIBLE PASSENGER LOADING ZONES PUBlK: STREETS ANO SIDEWALKS. ANO PUBUC TRANSPORTATIOf',,,I STOPS TO Tl-IE ACCESStBlE BUILDING OR FACLUTY ENTRANCE TI-IEY SERVE WHERE MORE THAN ONE ROUTE IS PROVIDED ALL ROUTES MUST BE ACCESSIBlE. (118-206 2-1) AT LEAST ON ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBlE BUILDINGS. ACCESSIBLE FACIUTIES ACCESSISLE ELEMENTS. ANO ACCESSIBLE SPACES THAT ARE ON THE SAME SITE f118-206.2.2l ACCESS&E ROUTES SHAU CONSIST OF ONE OR MORE OF THE FOLLOWING COMPONENTS WALKING SURFACE WITH A RUNNJNG SLOPE NOT STEEPER THAN 1:20(5%). DOORWAYS RAMPS CURB RAMPS EXCLUDING Tl-iE FlAREO SIDES ELEVATORS.AND PLATFORM LIFTS. j11S-402.2J THE RUNNING SLOPE OF WAL.KING SURFACES SHAU NOT BE STEEPER THAN 1.20 (5%). THE CROSSSlOPE OF WAU(ING SURFACE SHAll BE STEEPER THAN 1·,e (2.063'.) I 11 B-"°3 3) EXCEPT A TURNS OR PASSING SPACES, THE CLEAR WIOTI-1 OF WALKING SURFACE SHAL.L BE 36' INCHES MINIMUM t 118-"03 5 1) THE CLEAR WIDTH FOR WALKING SURFACES IN CORRIDORS SERVING AN OCCUPANT LOAD OF 10 OR MORE SHAU SE 4C INCHES MINIMUM (118-403 5 1) THE CLEAR WIOTH FOA SIOEWALKS ANO WALKS SHAU. BE 48 INCHES MINIMUM.{118·40351) THE ClEAR WIOTH FOR ACCESSIBLE ROUTES TO ACCESSIBLE TOILET COMPARTMENTS SHAt.L BE 44 INCHES EXCEPT FOA DOOR-OPENING WIDTHS AND DOOFI SWINGS. (118•4.QJ.5 t) ENTRANCES SHALL BE PROVIDED N ACCOFIOANCE WITH 118-206.4 ENTRANCES ENTRANCE DOORS, DOORWAYS. ANO GATES SHALL COMPLY WITH 118-404 DOORS DOORWAYS, ANO GATES ANO SHALL BE ON ANACCES$l8l.E ROUTE COMPLYING WITH 11B·402ACCESSIBLE ROUTES; t11B•2064) All ENTRANCES ANO EXTERIOR GROUND-FLOOR EXITS TO BUl.DINGS ANO FACILITIES SHALLCOMPLYWITH 11S,,"°4 OOOf\S OOOAWAYSANOGATES (118-20641) EVERY SPACE INTENDfO FOR HUMAN OCCUPANCY SHA.LL BE PROVIDED WITH NATURAL LIGH1' BY MEANS OF EXTERIOR GLAZED OPENINGS N ACCORDANCE WITH SECTION 12052 OR SHAU BE PROVIDED WITH A.ATIFK:All LIGHT THAT tS ADEQUATE TO PROVIDE AN AVERAGE IUUMINATIONOF 10 FOOT-CANDLES OVER THE AREA OF THE 00M AT A HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL 1.D'le ~,uctron shall ncM r8$tr1Cl a tive-1001 dear and unobstructed acceu 10 any water ol pow9 distrb.Jhon lacilities {POWar poles. pul boxes. ttanslormers.. vaJtts pumps vatves met•s. ~ etc) or 10 the locatoo ol the ho0k-t41. The constnJCbOn Sha.I not be wmun tenfeetol Mr<fpowei-lines--whetherornot the lines are located on the property FWJJeto comply may cauu construcuon delays ard,or aa:liliooal expen$Eis 2hl 8')pl'OYed seismic gas ShuloH vaN'e will be 11'1$taDed on me luet gas hne on lhe downstream sioe ot lhe IJliity metef" arw, be riglely COfNICteo 10 ~ exteoor of the bullCSing Of str\lCture ooncanng lhe tuel gas ~ NOTE separate puT'l0ll"l9 permit iS required 3 Provide ultfl·IOw flush waI• elo5ets tor al new cons11uc:hon Existmg stiower heaos anct 1oiiets must be adapt9d !or'°"" water com~ " Shower compartments and waits aboYe bathlubs with m1alled shower heads shall be finished with a smootn non-absorbent surfacl 10 hetgt1f no less 11'\an 72 n::he5 aoove the dr&Jn Ille! S Water heatefs muss be suappeci to a wall ·-7 A copy of 1ne evaluahon report ana 01 corolions o1 fi.sting Shall be made av a.table a1 the ,ob .,,. ~ SEE A "()O'S FOR ENL.AFIGEO UNIT PLANS SEE A soo·s FOA ENLARGED KITCHEN PLANS ENLARGED BATHROOM PLANS. ADA AND CLEARANCES N AU GYPSUM FINISt, INTERIORWALLSMAMAIN LEVEL3 FINISH SEE FINISH Pl.AN FOA FINISH MATERIAL CONSTRUCTION CAEW TO COVER DUCT OPENNGS AND PROTECT MECH EOWPMENT DURINGCONSTRLK:TON,. CSC 11 ,,10.1 MATERIALS WITH VtSIBl.E WATER DAMAGE SHALL NOT BE INSTALLED FOR All ELEVATIONS· SEE CIVL EB Te,m 0 .... :, ., " " ., w 0 can.on Crockett• Afchitect,Contractor Ultra-t.lntt Archil.ctural Studio 1327 Loma Avenue L01g Beach. cawor...a 90804 I 562 997 0971 e camflfon(tkA!ra-uni1.com O.vkl~-~Engl...,. David Chol and Associalese 1327 Loma Avenue L<ng Beach, Cakfo,ni.a 90604 t 562 382.8040 e davld@)dca-se com Rev"'°"' No. Oescnp11on Date I ~ ~ I ::===================::::: l --· ~ BUILDING 2 · LEVEL ~ 2 ::============:::::i Sheet Numtler tr A-121 I 17-1230 Pro,ect flunbel-1------------;l Drawn By Author 8 1------------;:;; Checi<ad By Checker Scale 114·. ,·.o· ~ Room Schedule -BUILDING 2 Name Area Comments Level Sub-Category Total Bedroom Total Bathroom Unll 2 • Garage 42418SF Garage BUILDING 2 LEVEL 1 BUILDING2 Ur111 2 • Bedroom 205.35SF Uni12 9UILOING2 LEVEL 1 BUILDING 2 ""'' Bathmom 4816$F Umt2 8UILOING2 LEVEL 1 BUILDING 2 ""'' Laundry 1649SF Urnt2 BUILOING2 LEVEL l 8UILOING2 ""'' Close! 35 18SF Unit2 BUILOING2 LEVEL 1 BUILOING2 Urv12· Foye< 119.14 SF Urn12 BUILOING2 LEVEL I 8UtLDING2 ""'' Kllch9fl 20S.97 SF -Unil2 BUILOING2 LEVEL2 BUILDING 2 I UM2 Balhroom -41 96SF Um12 ""'' LMng Room 229.73 SF -Urnt2 """' Bed<oom 178.24SF Urnt2 """' Stair 82.76SF Unil2 BUILOING2 LEVEL2 BUILDING 2 BUILDING 2 -LEVEL 2 BUILDING 2 !3UILOING 2 • LEVEL 2 BUILDING 2 BUILDING 2 -LEVEL 2 BUILDING 2 U111t2 Clooet 30.59SF Unil2 BUILDING 2 -LEVEL 2 BUILDING 2 Umt2-Bed<oom 181 33 SF Unil2 BUILDING 2 -LEVEL 2 BUILDING 2 Uni12 ba1hroom 4298SF Uni12 BUILDING 2 LEVEL2 BUILDING 2 Unn 2-Roof Landing 31 08 SF Un112 BUILDING 2 ROOF BUILDING 2 DECK 1873.15 SF ~) ,......., , s., I '-' 0 0 ,4 ,. PARAPET i b "' ::r Untt2-Aool0eci< ~ ~ I ~ ~I I l~----i I .A. A-202.2 I Uabouooed Occupant Height A-2 a·-o· A-2 T-o· A-2 r -o· A-2 T·O" A-2 T o· A-2 • -o· A-2 1·-0· R-2 a·-o· A-2 a·-o· A-2 T•O' A-2 a· .o· A-2 7 -o· A-2 • . o· A-2 • -o· A-2 • -o· ,,-. A-202.2 \~) '¥ 2 i 1 J 0 Storage Volumn 3418.00 CF 3418.00CF (~ 0 1 (A-202 ROOF PLAN SPECIFIC NOTES TOTAL COMBINED ROOF AREA• 11362SQFT 1704 SOFT SOLAR ZONE REOD -NO AREA LESS THAN 160SOFT 4 SOLAR ZONES AT 450SOFT. 1800SOFT PROVIDED PLUMBING TO PROVIDE PIPING DIAGRAM ROOF NOTES: EQUIPMENT ON ROOFS. CMC 2016308 1 1-6,304 l. ENCLOSURES. EQUIPMENT ON ROOF SHALL BE DESIGNED OR ENCLOSED SO AS TO WITHSTAND CLIMATIC CONDITIONS IN THE AREAS IN WHICH IT IS INSTALLED. WHERE ENCLOSURES ARE PROVIDED, EACH ENCLOSURE SHALL BE OF REASONABLE HEIGHT, ANO SHAU. HAVE AT LEAST A THIRTY (30) INCH (762 MM) CLEARANCE BETWEEN THE ENTIRE SERVICE ACCESS PANEL(S) OF THE EQUIPMENT ANO THE WALL OF THE ENCLOSURE. 2 ROOF SUPPORT. ROOFS ON WHICH EQUIPMENT IS TO BE INSTALLED SHALL BE CAPABLE OF SUPPORTING THE ADDITIONAL LOAD OR SHALL BE REINFORCED TO SUPPORT THE AODITK)NAL LOAD. 3. CORROSION RESISTANCE. ALL ACCESS LOCKS, SCREWS. AND SOL TS SHALL BE OF CORROSION-RESISTANT MATERIAL. 4 ROOF DRAINAGE. EQUIPMENT SHALL BE INSTALLED ON A WELL-DRAINED SURFACE OF THE ROOF 5 GUARDS OR RAILS. AT LEAST SIX (6) FT. {1.829 MM) BETWEEN ANY PART OF THE EQUIPMENT AND THE EDGE OF A ROOF OR SIMILAR HAZARD, OR RIGIDLY FIXED RAIL. GUARDS, PARAPETS. OR OTHER BUILDING STRUCTURES AT LEAST FORTY♦TWO (42) INCHES (1.067 MM) IN HEIGHT SHAU BE PROVIDED ON THE EXPOSED SIDE. 6. ELECTRICAL POWER. All EQUIPMENT REQUIRING AN EXTERNAL SOURCE OF ELECTRICAL POWER FOR ITSOPERATON SHALL BE PROVIDED WITH· (1) READILY ACCESSIBLE ELECTRICAL DISCONNECTING MEANS WITHIN SIGHT OF THE EQUIPMENT. (2) A 120 VAC GROUNDING-TYPE RECEPTACLE OUTLET ON THE ROOF ADJACENT TO THE EQUIPMENT. THE RECEPTACLE OUTLET SHALL BE ON THE SUPPLY SIDE OF THE DISCONNECT SWITCH. 7.SERVICE ANO ACCESS TO EQUIPMENT ANO APPLIANCES EQUIPMENT ANO APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION SUFFICIENT CLEARANCE SHALL BE MAINTAINED TO PERMIT CLEANING OF HEATING SURFACES; THE REPLACEMENT OF FILTERS, BLOWERS, MOTORS. BURNERS, CONTROLS, ANO VENT CONNECTIONS: THE LUBRICATKJN OF MOVING PARTS WHERE NECESSARY; THE ADJUSTMENT ANO CLEANING OF BURNERS AND PILOTS; AND THE PROPER FUNCTK)NJNG OF EXPLQSK)N VENTS, IF PROVIDEO. INFPA 54-09:9.2.1] UNLESS OTHERWISE SPECIFIED, NOT LESS THAN THIRTY (30) 1 INCHES (762 MM) IN DEPTH WIDTH AND HEIGHT OF WORKING SPACE SHALL BE PROVIDED CLASS B -BUil T UP ROOFING-WHITE SURFACED A COPY OF THE CONSTRUCTION DOCUMENTS OR A COMPARABLE DOCUMENT INDICATING THE INFORMATION FROM ENERGY CODE SECTK)NS 11010B THROUGH 110 10C SHALL BE PROVIDED TO THE OCCUPANT ROOF GENERAL NOTES ADD EDIT REVISE GENERAL NOTES PER PROJECT ARCHITECT PROJECT MANAGER ROOF LEGEND EXISTING INTERIOR PARTrTON WALL OR SHAFT WALL TO REMAIN REFER TO LIFE SAFETY PLANS FOR EXTENT OF FlRE RATED ANO SHAFT WALLS. NEW INTERIOR PARTITION WALL. REFER TO PARTITION SCHEDULE AND TYPES ON A710 FOR CONSTRUCTION AND DETAILING LIMIT OF CONSTRUCTION ABOVE FLOOR LINE CENTERLINE NOT IN CONTRACT or BY OWNER EQUIPMENT c::==:::::J NEW WALL/PARTITION. REFER TO PARTITION I C::r.:C::11.Jn EXPANSION JOINT (EJ) MAGNETIC SHIELDING ROOF KEYNOTES KEY PLAN Team 0 :, ., z " ., w 0 cameron Crockett -Archltect/ContractOf Ultra-Unit Archttectural Studio 1327 Loma Avenue Long Beach. California 90804 l. 562.997.0971 e. cameron@uttra-unit.com David Choi • Structural Engineer David Chol and Assoclatese 1327 Loma Avenue Long Beach, California 90804 I. 562.382.8040 e.davld@dca-se.com Architect Stamp ~~sy;,.O AFlclt,), ~ ~ ♦ { \'>I! Kc!1 t5(',r"ITI ♦ ~~ l~i:;~:~9 !?,~ ~ OF: CA\.\fO Revisions No. Description si Sheel Name ~ BUILDING 2 -ROOF ~ "-iii t, { ~ ---------~~ Sheet Number A-122 Project Number 17-1230 Drawn By Author Checked By Checker Seate 1/4" = 1'-0" ~ ~ ~ I I I I I I I I I I I 3+ 2>r 3- A-203➔1 3j I I I I -~ --....,, -l 1'1 I 0 '"' " :,, 00 0 .,, '"' 9 '-..,/ / 13· -o· Unit 6· Garage ~ 12· -53/4" o:::::; Mechanical Room Um~ will ~ 8 i ,..,-✓. .... oom rr~ Urit3-Kkc~ ~ ____ / g Unit 3. caosei f I ~ l UnH 3 • Studio ~ L 13·. o· r.' J G 0 0 N r;::: Unit 5 • Pantry ~ N I B "' B N "' / 21·-2· 2.0% Unit5•Gwage ~ 2.0% 20' -4 112· 2.00/4 20' -41/2" Untt3-~ [illIJ 2.0% ,,-.., 12 2 A A-203 "' 13 I . .._, 3 5· -o· "' --' <{ ;:; w 0 ui s·-o· / I • ... 0 a, 0 N ~ ~ ' 0 .,, 0 '"' ' ~ '-..,/ L --....,, ~ ,; '----' ~ I ..____,, 2 <A·203.2 Room Schedule -BUILDING 3 Comm Total T ota1 Oc:cu Unbounded Storage Name Are.1 eru Level Sib-Category Beaoom Bam,oom pancy Heqtl Vok.wm U"'13 Sludoo 234 96SF U"'13 BUILDING 3 -LEVEL I BUILDfNG3 ' u ... , Ga, ... 2-'762SF Unn3 BUILDING 3 -LEVEL 1 BUILOING3 """' Battwoom 48 43 SF U"'13 BUILDING 3. LEVEL 1 BUILO!NG3 UM3 -21 08SF Un"3 BUILDING 3 LEVEL 1 8Ull...OING3 U"'13 """"" 67 26SF un113 BUILDING 3 LEVEL 1 BUllOING 3 UM3·0oset 1262SF """' BUILDING 3 LEVEL 1 8UILDtNG3 MechatllCal Room 20 58 SF Unc3 BUILDING 3 -LEVEL 1 BUILDING 3 UM3 7 652.S6SF UM4-Garagt 247 62 SF ur.. 4 BUILOI.NG 3 -LEVEL 1 BUILDINGJ Un.l.C -Kitchen 24581 SF Uni!A BUILO!NG 3 • LEVEL 2 BUILDINGJ Utlil4-l,vng 230.17 SF ·Uni14 BUILDING 3 LEVEL2 BUILDINGJ Room UM• """"'""' 18287SF Un'4 BUILON3 3 LEVEL 2 8UILDl!\K3,3 ' UM• Qosel 30 57 Sf Un'4 BUILD~ 3 -LEVEL 2 BU!LDING3 UM• Ba1tvoom 45.60 SF unc, BUILOtNG 3 -LEVEL 2 BUJLDING3 Unot• Laurdry 13.59 SF ""'' BUILDING 3-LEVEL 2 BUllOINGJ Unn. -182.84 SF """' BUILDING 3 · LEVEL 2 BU\LDING3 l u,.,, Oosel 26.99 SF Un .. BUJL[)(NG 3 • LEVEL 2 BUILOING3 """' Bathroom 57 63 SF -UnC4 BUILDING 3 -LEVEL 2 8UILOING3 Urwt4 10 126370 SF UMS-Par&ry 21.75 SF uncs BUILDING3 LEVEL 1 BUILDING3 Ul'IIIS·Garaoe 407 18 SF Uoc5 8UILDING3 LEVEL 1 SUILDING3 Unit 5 · Bedroom 153 t9SF U"'15 BUtLOING3 LEVEL 2 8UILOING3 unn 5 • Bedroom 16731 SF Unc!5 BUILDlNG3 LEVEL 2 BUILOING3 Unn 5 · Bathroom 69 22 SF ""'· BUILDING3 LEVEL 2 BUILDING3 l \Jrwl5·8altw00ffl594S$F UocS BUILDING 3 • LEVR 2 BUILDING 3 1 Unit5-CIO&et 1548SF uncs BUILDING 3 • LEVEL 2 BUILOING3 UM5-LalJ1'1dfy 2'-61 SF UMS BUILDING 3 • LEVEL 2 BUILDING 3 Unr.5· Krtchen 18488SF Unlf5 BUILDING 3 -LEVEL 2 BUILDING 3 Ul'WIS l.Mf1g Room 273 90 SF Un11 5 BUILDING 3 -LEVEL 2 BUILDING 3 Un115-Closet 12 SOSF UMS BUILDING 3 • LEVEL 2 BUILDING 3 UMS.11 1389 49 SF Unrt6-Gat~ 251 06 SF UM6 BUILDING 3 LEVEL I BUILDING 3 Unn61 251 06SF 3556.81 SF SEE A700 FOR EXTERIOR WALL ASSEMBLIES llalaI• 0lll..1;_8" CMU (PER STAJ 2HR W STUCCO ~ 12" CMU (PEA $TRI 2HA W RIGID ~ INSULATK>N ANO EXT STUCCO IIllIID]} ~8" CMU (PEA STA) 2HA PRECt.SION EXPOSED ~ 12" CMU (PEA ST Ai 2HA W STUCCO R-2 T er R-2 8 -er A-2 T-0" R-2 T-0" A-2 T O" A-2 7 O" R 2 7-0- A-2 8 -O- R-2 8'·0" R-2 8"·0" R-2 T-0" R-2 T O" R-2 8'-er R-2 7 -0- R-2 8 -er R-2 7-o· A-2 8 -er R-2 T-(J' R-2 8 -o· R-2 -0" R-2 -0" R-2 8 -o· R-2 8 o· R-2 8 o• R-2 8 -cr R-2 8 0" Ul.l..2 X 6 EXTEAOR WALL W Bl.ACK PANTED STUCCO mmmDII fill...2 X 6 EXTERIOR WAll STGA STUD. STC50. 1HR STUCCO ~ UI.li_2 )( 6 EXTERIOR WALL W TRESPA RAINSCAEEN. STCSO illiiiiim. fil,.!;.2X6EXTEAIORWALL2HA STUCCO D:m!m ~2X-'EXTERIOAWALL lHR STUCCO SEE A701 FOR INTERIOR WALL ASSEMBLIES _==: tiI..li.PARTYWALL 2XSTGRSTU0.1HR.STCSO. = ti!.l.i.2 )( 4 NTEAIOR PAATl()N WALL IIIIllllli. .tit.J..2HR RATED WALL ti!.J...2 )( 6 PLUMBING WALL -cm:z:zmm: .lfil..i...1HRSHAFTW"1.L 1976 00 CF 197600 CF 1976.00 CF 1976.00 CF 3256 00 CF 325600 CF 200800 CF 200800 CF 921600 CF ~ WAlLLEGEND A80VE FLOOR LINE C8'TEAL"'E NOT IN CONTRACT Of BY ClY-INER EQUIPMENT c==:=i NEW WAL.lA'AATrTION REFER TO PAAmON LEGEND EXPANSION JOINT (EJ) 30"' X AS' ClEARANCE GAIOLINE FOR STRUCTURE SEE STRUCTURAL DRAWINGS FOR KEY • .-::ft- ~ 'oQ 60" TuRN·NG RADIUS ' ... / 5 -0" / ' ACCESSIBLE ROUTES / /• 4 _,,. 9 .- / b ACCESSIBILITY CLEARANCE FOR OOOR AT LEAST ONE ACC~BLE ROUTE SHALL BE PROVIDED WrTHIN THE SrTE FROM ACCESSIBLE PARKING SPACES ANO ACCESSIBLE PASSENGER LOADING ZONES_ PUSUC STREETS ANO S()EWAJJ<S AND PUBLK: TRANSPORTATION STOPS TO THE ACCESSIBLE BUl.OING OR FACLt.rTY ENTRANCE THEY SERVE WHERE MORE THAN CNE ROUTE IS PROVIDED. AU ROUTES MUST BE ACCESS181..E (118-20621) AT LEAST ON ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUR.DINGS ACCESSl3LE FACllrTIES ACCESSIBl.E ELEMENTS ANO ACCESSIBLE SPACES THAT ARE ON THE SAME SITE.'118-206.2.2} ACCESSIBLE ROUTES SHALL CONSIST OF ONE OR MORE OF THE FOUOWlNG COMPONENTS· WALKlhG SURFACE WrTH A RUNNING Sl.OPE NOT STEEPER THAN 1.20(5'"4). DCX>RWAYS RAMPS CURB RAMPS EXClUOING THE FLARED SIDES ELEVATORS. ANO PLATFORM LIFTS 1118-402 2t THE RUNNING SLOPE CF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:20 (5'!1,.) THE CROSS SI.OPE Of WAL.KING SURFACE SHAU BE STEEPER THAN 1·48 (2.063",.) (118-403_3) EXCEPT A TURNS OR PASSING SPACES THE CLEAR WIDTH OF WALKING SURFACE SHAll BE 36" INCHES MINIMUM tl 18-403.S 1) THE CLEAR WIDTH FOR WAL.KING SURFACES IN CORRIDORS SEAVlNG AN OCCUPANT LOAD OF 10 OR MORE SHALL BE"' INCHES MINIMUM. (118-4035-1) THE CLEAR WIDTH FOR SIDEWALKS AN:l WALK$ SHALL BE 48 INCHES MINIMUM.{11B-403 5 1) THE ClEAR WIDTH FOR ACCESSIBLE ROUTES TO ACCESSIBLE TOILET COMPARTMENTS SHAU. BE 44 INCHES EXCEPT FOR DOOR-OPENING WIDTHS ANO (X)QRSWINGS (118-403 51) ENTRANCES SHALL BE PROVIDED IN ACCORDANCE WJTI-1 11 S..206.4 ENTRANCES ENTRANCE DOORS, DOORWAYS. AND GATES SHALL COMPLY WITH 1 IB-40d DOORS DOORWAYS. ANO GATES ANO SHALL BE ON AN ACCESSIBLE ROUTE COMPLYING WITH 118-402 ACCESS18LE ROUTES, (1 lB-206.A) All ENTRANCES ANO EXTEROA GROUND-FLOOR EXITS TO BUILDINGS ANO FACILITIES SH.ALL COMPL V WITH 1 tS-.404 DOORS_ DOORWAYS ANO GA TES (118-206" 1) EVERY SPACE INTENDED FOR HUMAN OCCUPANCY $HALL BE PROVOEO WITH NATUAAI.. LIGHT BY MEANS OF EXTEROR GLAZED OPENINGS IN .ACCORDANCE WITH SECTION 12052 OR SHALL BE PROVIDED WITH AAnFICAn. LIGHT THAT IS ADEQUATE TO PROVIDE AN AVER.AGE LLUMINATION Of 10 FOOT-CANDLES OVER THE AREA OF THE QOM AT A HEIGHT OF JO INCHES ABOVE THE FLOOR LEVEL 1 the constru::110n shall no1 restnc:t a five-lOOC Clear and unobslrUCted accen k) any water Of powe, dlsb1buhon laollhes (power poles. pul boxes traf1Slorme<$ Vault$.~ valves, mefoers, appurtenances. et.) or to the kxatlol'I ol the hOok.-up. The construcnoo Shall rot be WlltWI 1en lee! ol any~ Snes-wnether or not tne Ines are kx-at«I on lhe propeny F.uure 10 compty may cause construcUOn delays and.f0r ~ expenses. 2.An approved seismte gas stiutoft vlWe wil be instaled on the luel gas line on the downstream side OI lhe utility meter and be r\gdycomeaed to the extenor cl the building Of structure containng the fuel gas p.png NOTE separa:e plurTorlg pemw1 Is required 3.PtCMOe i.ltra-bw flusri wa1er e10$ets tor al ntM' construcbOn E:ust.ing shower heads and IOiel.s must be adap.ed '°' IOw water consumplion 4 Show.-compartments aid wats aooYe baltfUbs with ITTS!al1ed 1h0wer heads shall be llflt$hecl wtltl a smooth non-absorbent stxface to height no les• tna.n 72 lnOhes ~ the drain ni.t 5 Water heaters mus1 be ,uappec, to a wd 6.Nul 7 .A copr QI the evahJallOn report and or cordtlons of Hong shal be made a11allable at m,e iot:i ... SEE A 400'5 FOR ENLARGED UNIT PLANS SEE A 500'S FOR ENLARGED KITCHEN PLANS. ENLARGEO BATHROOM Pl.ANS ADA. AND CLEARANCES N All GYPSUM FtNISH INTERIOR WAL.LS MAINTAIN LEVEL 3 FINISH SEE FINtSH PLAN FOR FlNISH MATERIAL CONSTRUCTION CREW TO COVER DUCT OPENINGS ANO PROTECT MECH EQUIPMENT DURING CONSTRUCTION .. CBC 11 -4,101 MATEA~LS WITH VISIBLE WATER DAMAGE SHAU. NOT BE INSTALLED FOR All ELEVATIONS· SEE CIVL EB Team 0 :, ., z " ., w 0 cam.ron Crockett -Archltect/Contracior Ultra-Unit Archhect...-al Studio 1327 Loma Avenue Long Beacn, Cal1l()l"Na 90804 I 562.9970971 e cameron@uttra-urilt com David Choi • Strucc...-al Engine« David ChOf and Associatese 1'J27 Loma Avenue Long Beacii, Caldomi,a 90804 t 562.382 8040 e.da'lld@dca-se.com Architect Stamp "v,:-'bt-0 AAc,y,,> ....,v <t, ♦ I \~~(11~\~o;,-n t ~ ,,1:rm1 .S ,,_,,, ",::~-{I," °" c,c,-P w > z <( <( a.. zo <( =:, 0.. 0 a <( <( =:, co z 0 CJ) I Z....J () -a: 0 I<( C") <Jo C") 0 C") C") ! --No. Description a, a\ l;> 0 ~ 0 N :::i < (9 u. u. UJ -, i z j (l Date l: ~ ~ ,: ~ § j I "' i ~ l 0 l M i i <'.I ! 1 ::=============~;; ~ BUILDING 3 · LEVEL ~ 1 A-130 Pro,ectN..xnbtw 17-1230 ~ Drawn By Author M :; Cneci<OdBy Checker . ~ Scale 1/4"s 1'-0" ~ I I I I I I I I I I I I I ~ '~ I I I I I I 01 .-, 0.5 '-f ,-, M ~ A-203-~~ L \ '--" r--1 '1 I I ,,,......_ 9 L 11'-1114" O> "' Unil 5 • 8.ctroom ~ ~ Unit s • Ck>set a, [1fil) "' 0 ~ M ~') ;:: 'tmn 5 -llatlvoom @fil nil 5-r ~ _J ~ "' b "' "' 9 ,. ' Unit-4 -8.UVoom ~ Unit 4 • CSoset 3204 Unit 4-e.droom ~ 11' -1 314" ~ ',-1 w ..__, ~ 10 ._/ DW 0 "' T "' Unit 5 • Bedroom ~ .._ lJni1 S • kitchen U') QfilJ = = ";;;i- L-Y!!!!~ -Unk4•KitCMn ~ Unil~oom ~ 'i' A-650 Uni1 4 -Bedroom §] 14' · 2" ,.-\ 12 WA1,LLEGEND ABOVE FtOOA LINE A-203 CENTERLINE "'r" NOT IN CONTRACT or BY OWNER EQUIPMENT Unit S • Battvoom DW [Eill 13' · 10" UnttS-LMng Room mill Urit4 •Living Room ~ 13' -10" r 2 ~ ,,,...__ ,, A-203 j b I o '----' ~ ( N b '- "' ~ OS ~ '-' "' e 2('A2002 ~ ,._ "' ,,-- ' K I b J "' I r' ( J b '-' "' ~ ' ,,,......_ " Room Schedu,e •BUILDING 3 TOl:al Total 0ccu Ul"IDOun0ed Storage Name Level Sub-Category Beci"oom Bathroom pancy Hfllght VOlumn Unit3-S1Udiio 23496SF Uni 3 BUil.DiNG 3 LEVEL 1 BUt.OING 3 unn 3. Garape 24762SF UM3 BUILON:'i 3 LEVEL 1 BUILDING 3 UM3-Battwoom 4$43SF Un!3 8UILOtNG3 LEVEL 1 BUD..DING3 Unit 3-laundry 21 06SF """3 BUILDING3 LEVEL 1 BUllDING3 Urwt 3-Kllchen 6726SF Urlfl.3 BUILDING3 LEVEL 1 BUILDING 3 UM 3-Clos.el 1262SF UM3 BUILDING3 LEVEL 1 BUILDING 3 Mechar.calRoom 20..SSSF UM3 BUILDING3 LEVEL 1 BU1LDING3 652.56SF UM3 7 Uflll.4-Gatage 247.62 SF Un,t, Bll1LDING 3 LEVEL 1 BUllDING 3 UM 4 -Kw'l8l'I 245.81 SF Unrt 4 BUILDING 3 LEVEL 2 BUILDING 3 Ur'lll 4 -l.Mng 230 17 SF UM 4 BUILDING 3 • LEVEL 2 BUllDING 3 Room UM • · Bedroom 182-87 SF UM 4 • Closet 30 57 SF UM 4 • Bathroom 45 60 SF Um 4 · laundry 13.59 SF UM 4 Bedroom 162.84 SF UM4 -(;iogei ·26.99SF Unn 4 Bathroom ·s7.63 SF UM4 10 UnrtS•Parcry Ur11.S Garage UM 5 Bedroom Unn5 Bedroom 12'3 70 SF 21 75SF 40718SF 15319SF 16731 SF UOII 5 • Bathroom 69 22 SF u ... 5 Balhtoom 59 45 SF Ul'lll5 c..... 1548SF Urwt 5 • laundry 2461 SF UMS-Ki1chen 18488SF UMS-l.Mng Room 27390SF vn,15-CIOset 12 50SF Ums 11 1389 49 SF Unrt6 Garage 251 06SF Und6 1 251.06SF 3556.81 SF """' SUILOfNG 3 LEVEL 2 BUILDING 3 Uni• BUILDING 3 -LEVEL 2 BUR.DING 3 UM• BUILDING 3 • LEVEL 2 BUILCNNG3 "'""' BUILCMNG 3 • LEVEL 2 BUILDtNG3 u.-., BUILDING 3 • LEVEL 2 BUtLDtNG 3 UM4 BUILDING3 LEVEL 2 BUILDING 3 """' BUILDING 3 LEVEL 2 BUIL01003 UM5 BUILDING 3 · LEVEL 1 BlULDING3 UM5 BUILDING 3 • LEVEL 1 BUILDING3 u ... 5 BUILDING 3 LEVEL 2 8UIL~~3 UM5 BUILDING 3 · LEVEL 2 BUILOING3 U"15 BUILDING 3 · LEVEL 2 BUl.DING3 Unft' BUILDING 3 • LEVEL 2 BUl.DING3 Un!5 BUILDING 3 -LEVEL 2 BUllDING3 UM5 BUILDING 3 • LEVEL 2 BUILDING3 UM5 8UtLDING3 LEVEL 2 BUILDING3 Urnt5 BUILOING3 LEVEL 2 BUILDING3 """5 BUILOING3 LEVEL 2 BUtLDING3 UM6 BUILOING3 LEVEL 1 BUtLDING3 1 1 1 1 -1 ' 1 SEE A700 FOR EXTERIOR WALL ASSEMBLIES -IIIJII-01.U....l...8" CMU (PEA STAJ 2HR w STUCCO 0lll.l.,.12"' CMU (PEA STA) 2HA W RIGID ---INSULATION ANO EXT STUCCO R-Z T-0" A-2 8 · CY" R-2 7"-0" A-2 7-0" R-Z T-CY" R-2 T•O" A-2 T-0" A-2 7"-0'" R-2 8 O- A-2 8-0" R-2 s·-rr A-2 7 -o· R-2 r-0- R-2 8 -o· R,2 T· o· R-2 8 · o· R-2 T-o· R-2 T-0" R-2 8 (F R-2 8 -o- R-2 T-o· A-2 s·-o· A-2 8'-0'" R-2 8-0"" R-2 9·.o-- R-2 s·-0- A-2 s·-o- R-2 8'-0"" llIIIIIID ~8" CMU (PER STA) 2HR PRECISION EXPOSED ~12"CMU(PERSTA)2HRW STUCCO ·=== fil.1...2 X 6 EXTERIOR WAU. W Bl.ACK PAINTED STUCCO mmlllllll, .UI.2.;_2 X 6 EXTERIOA WAU. STGA STUD. STC50. !HR STUCCO ::::::: ~2 X 6 EXTERIOR WA.Ll W TAESPA RAINSCAEEN STC50 .llmlJm. ~ 2 X 6 EXTERIOR WALl 2HR. STUCCO ~ ~2X4EXTEAIOAWAll1HR.STUCCO SEE A701 FOR INTERIOR WALL ASSEMBLIES fil.l.;_PAATY WAU. 2X STGR STUD. IHR. STC50• ~2 X 4 lNTERIOA PARTON WALL .:IIDim. !!!.1...a-lA RATED WALL !il....!.;_2 X 6 PLUMBJNG WALL -a:mz:a:m:D !il....5.;... 1HA SHAFTWALL 1976.00 CF 1976 00 c, 197600 CF 197600 CF l256 00 CF 325600 CF 2000 00 CF 200000 CF 921600 CF ~ NEWWALJ...'PARTITION REFERTOPARTITON LEGEND EXPANSION JOINT (EJI •ORA 30'" X 48"" CLEARANCE ' GRIDlJNE FOR STRUCTURE SEE STRUCTURAl DRAWINGS FOR KEY ,,, .o't- 0 .~ 60" TURNING RADIUS M " / .,. / / 5 -0' 4•.o· ·/ / ' b '" b ACCESSISIUTY • CLEARANCE FOA 000A ' 9· -6" ., ACCESSfBLE ROUTES AT LEAST ONE ACCESSIBLE ROUTE SHALL BE PROVIDED WITHIN TI-IE srre ~ROM ACCESSIBLE PARKING SPACES ANO ACCESSIBLE PASSENGER LOADING ZONES PUBLIC STREETS A.NO SIDEWALKS ANO PUBLIC TRANSPORTATION STOPS TO THE ACCESSIBLE BUILDING 0A FACLft..rT'Y ENTRANCE THEY SERVE WHERE MORE THAN ONE ROUTE IS PAOVlOEO ALL ROUTES MUST SE ACCESSIBLE (118--20621) AT LEAST ON ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUl.OINGS ACCESSJBLE FACIUTIES. ACCESSIBLE ELEMENTS ANO ACCESSIBtE SPACES THAT ARE ON THE SAME SfTE 11 lB--2062.21 ACCESSIBLE ROUTES SHAU CONSIST OF ONE OR MORE OF THE FOUOWING COMPONENTS WALKING SURFACE WrTl-1 A RUNNING SL.OPE NOT STEEPER THAN 1:20(5%). OOORwAYS. RAMPS. CURB RAMPS EXCLUDING THE RARED SIDES. ELEVATORS, AND PLATFORM LFTS (118--402.2) THE RUNNING SLOPE OF WAU<;ING SURFACES $HALL NOT BE STEEPER THAN l 20 (5%). THE CROSS SLOPE OF WALKING SURFACE SHALL BE STEEPER THAN 1 4B {2.063%} (118-403.3) EXCEPT A TURNS OR PASSNG SPACES, THE CLEAR WIDTH OF WALKING SURFACE SHAU BE 36'" INCHES MINIMUM (118--403.5 I) THE CLEAR WIDTH FOR WAlKNG SURFACES IN CORRIDORS SERVING AN OCCUPANT LOAOOf 10 OR MORE SHAU BE« INCHES MINIMUM (118403.5.1) THE CLEAR WIDTH FOR SIDEWALKS AND WALKS SHALL BE 4B INCHES M!NIMUM.(118-403.5 11 TI-1E CLEAR WIDTH FOR ACCESSIBLE ROUTES TO ACCESSIBLE TOLET COMPARTMENTS SHALL BE 44 INCHES EXCEPT FOR DOOR-OPENING WIDTHS ANO [X)OFI SWINGS. (l 18-403.5 1) ENTRANCES SHAU BE PROVIDED IN ACCORDANCE WfTH 11 S.206 4 ENTRANCES ENTRANCE COORS. DOORWAYS. ANO GATES SHAU COMPLY WITH 118--404 DOORS DOORWAYS, AND GATES ANDSHAU.. BE ONAN ACCESSISI..E ROUTE COMPLYING WITH 11B-402ACCESS!BlE ROUTES. (118--206 4) All ENTRANCES ANO EXTERK>R GROUND-F\.OOR EXFTS TO BUH.DINGS AND FAC!LFTIESSHALLCOUPLYWrTH 11~ DOORS DOORWAYS ANO GATES (118-206.41) EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY MEANS Of E>CTEAIOR GLAZED OPENINGS IN ACCORDANCE WITH SECTION 1205.20A SHALL BE PROVOED wrrHARTIFICAJL LIGHT THAT ISAOEOUATE TO PROVIDE AN AVERAGE IUUMINATION OF 10 FOOT-CANDLES OVER THE AREA OF THE COM AT A HEIGHT Of 30 INCHES ABOVE THE FLOOR LEVEL 1 tne construet,c,n shall 1'101 restrcl a lrve-l001 c.ea.s and unobstruelea access to 3l"rf wale, d oower distnbtJIIC)(l !acililies fpowe,-pol,el pul bo)("ff lfan$fonr•~-vaults pi.mp& vatves !Nlers. app;nenances. Mc.) or 10 the kxalon d the hook-up The construc:oon shall OOI be Within~ feet o( N"f power llnes·whe'lher or no1 the llrleS are 10ca1ed on me property. Fail.Jfe 10 comply may cause consl!UCbOn delays arxilor addibonal expenses 2 An appr011ed seismic gas. shuloll valVe wYI be instaled on the luel. ga.i Ire on Iha downstl'eam u:ie oC the 1,dcty mete, and be rigidly connecte<I IO lhe et1i!110f 01 lhe buoking Of 51:ructlJre contar.lng Ute tuel oas PIJ)lng NOTE separate~ pefflll11$ reqied 3.PrOII~ ultra..:JW 11\Jsh watM ciosets for all new construction. ExlStlng shower rieam. and ~s mus1 be adapted ttx bw wate, consi.mpoon 4.~ compartmentS and wals above batttubs wrtn 1nstaneo showef neads Shall be MIShed Vfflh • smooth non-absorbent sl.J"face to helgnl no Ins than 72 inctws above the dra,n net. 5 Water heaters tnU$1 be strac:iped to a wait. 6.Null 7 A. copy ot rne -,valuation report and o, condltlOOS ol hslmg Shal be made av~ at the jOb sne ~ SEE A. 400"S FOR ENLARGED UNIT PLANS SEE A 500'S FOR ENLARGED KITCHEN PLANS, ENLARGED BATHROOM Pt.ANS ADA.. ANO CLEARANCES N ALL GYPSUM FINISH M ERIOA WAI.LS MAINTAIN LEVEL 3 FN1$H SEE FINSH PLAN FOR FINISH MATERIAL CONSTRUCTION CREW TO COVER DUCT OPENINGS AND PROTECT MECH EQUIPMENT DUR1NGCQNSTAUCTK.)N .C8C 11 -4.410.1 MATERIALS WrTH VISIBLE WATER DAMAGE SHALL NOT BE INSTALLED FOR AU. ELEVA.TK>NS SEE CIVIL EB Team 0 :, ., z 0 ., w 0 Cam.on Crockett• Atchltect/Conlrac1ot Ultra-Ut-fl Atchi1ectwal Studio 1327 Loma Avenue Long Beach. C~orraa 90804 I 562.997.0971 • came,on@lha-UNl.com O.Yid Choi • s 1ruc1...-a1 Et'lginMr David Chol •rd Assoc:Wese 1327 Loma Avenue Long s.«n. Califorria 90804 I 562.382.8040 e davd@)dca-se com i IC Architect Stamp x,~s'f:.O AAcJ..,,/>- .... u (('c; ---., (."~1!,,_ll ♦ ~A ~:;~~~¥ r?-~ ~OF CAL\~O w > z <( <( a.. Z 0 <( a.. 0 ::> <( <( 0 ::> co z 0 (1) I Z ....J 0 -er: o I <t: ('j O 0 ('j 0 ('j ('j Re""'°"' No. Description a, ai s2 0 - 0 N :J <( CJ LL LL UJ -, J ?' ~ - i l cl J I ! ~==============:::I Shee<Name ~ BUILDING 3-LEVEL !:l 2 ;:: l :==================:::i SheetNU'Y\Oef ct l A-131 17-1230 OrawnBy Author Checker 1/4" • 1·-0· I I I I I I I I I ....,,, "t I 0 I I I I Gl -, OS ____, -, "'' -· A203➔1 , ' L • '-.../ I I ,,.-. • '-.../ q 1 BUILDING 3 • ROOF DECK ✓ I.~• 1 ..«r ~~ '-'-' _r I I 1-- 23" -9 314" Untl:3.,4,5· Root ~ ~ ...... -----, ,-- ~ 0 ~ A-203 y I _Jj_ _____ _J_ ~ .:L 12 _; 2 A A-203 _ _i;_, ,,.-. .. ___/ e OPEN TO LIVING ROOM BELOW 0 (;;J r I "' ,.....,_ L 2-(A 2032 OPEN TO LIVING ROOM BELOW Name Un113 SMio 234 96 SF lhl 3 lnllJ Garav-2◄762SF ·u,w3 Room~ 8UILOIIIG 3 Total Total Occu ~ Scorag,e lfYtl Sub--ea.go,y Bedroom Barhmom pancy Hetgr-. Volumi 8ULOING l LEVEL I BUILOING 3 I BUI..ONG 3 LEVEL 1 BUILOING 3 R-2 T O"' R-2 8 .,:r 197600 CF Un11 3 Bathroom •e 43 SF Un'3 BUil.DiNG 3 LEVEL 1 BUILDING l -' R-2 7' <r ""'3 '--"""Y 21 06SF Unr3 Bl..ftLOtNG 3 LEVEL 1 BUIUllNG 3 A-2 7 · 0'" Uno3 """-67.26SF ""'' BUilo.HG 3 LEVE;.. 1 8UILOING3 R·2 7 -cr Uno3 0oMI 12 62 SF Uno3 8UllOING 3 LEVEL l BUILDING 3 A-2 7-0" Mechancai! Room 20 58 SF Unot3 BUtLDING 3 · LEVEL 1 BUILDINGl R·2 7'-0'" ""''' 6S2,. Sf ""'' a. ... 2'762 SF """' Unll4 Klkhen 2◄5111 Sf """' Unit4 lMng Room 230 17 Sf """' """' -182.17 SF Un&, ""'' 0-, 3057 SF Uno . BUILOING3 lEVEl 1 BULOING3 BUILDING 3 LEVEL 2 BUILDING 3 BUILDING 3 LEVEL2 BUILOINGl BUl.OtNG 3 lEVEl 2 8UU)ING 3 I BtJILDfNG 3 LEVEL 2 8UILOING3 R2 T-0- A2 • 0- R·2 • 0- R-2 • -0- R2 T 0- 197600 CF ,moo C, """' Bathmom ◄5 60 SF ""'' BUtl OING l LE VEl 2 BUILDING 3 R-2 7 0-""'' '--"""Y 13$9Sf """' BUILDtNG3 LEVEL 2 BUI.OINGJ """' -1128'SF -Unil4 BlAL.DN3 3 LEVEL 2 8UU>NG3 1 R-2 • 0- R-2 T 0- """' 0-, 2690 SF """' BUR.DING 3 LEVB.. 2 BULOING 3 R-2 ~ 0-Unit4 Bathroom 57 63 SF """' 8Ul1.0<NG 3 LEVEL 2 BUILDINGJ R2 T 0- Unl4 10 126370 SF Unt5 P..-.y 21 75Sf """' Unlt5 · Garage &0718Sf Unt5 Unl5· Btdroom l531SISF .Uiill5 B<A.OING3 LEVEll BULOING 3 BUii.DiNG 3 LEVEL I BUILDING 3 BUtlOINGJ LEVEL2 8UlLOING3 R2 T •rr 197600 CF R2 8'·0'" 325600 CF R-2 a -cr Ur.-5 Beoroom 16731SF U..5 BUU..DING3 LEVEl2 BUIUllNG3 A-2 7'-(T Un& 5 · e.twoom 69 22 SF .... 5 BUILDING 3 LEVEL 2 11ULD1NG 3 I A2 a· O"' A-2 8 -0"' R•2 S'-0- R-2 a o· R-2 a o· R-2 8' O" Unt5-S.ltw'oom59"5SF """' BUILlllNG 3 LEVEL2 BUllDING3 I """' Ctoset .... , .__ Unll5·Klldllef1 Llnil5 · Ll'A"lg Room Ul"lt5 OoMI \Jnl5 " Unlf6 Garaoe """'' 15'8 SF """' 8Ull0fNG3 LEVEL2 BUILDING3 2• 61 Sf ""'5 8UtLOtNG3 LEVEl2 BUUlfNG3 lM•SF UnlS BULOiNG S LEVEL 2 BCJLOING 3 27390SF U.5 BUllOING 3 LEVEL 2 BUtLl)tNG3 1250SF """' BUILDING 3 LEVEL 2 BUILOING3 R-2 a· a· 1389•9 Sf 251 06 Sf ""'" BUtlOING 3 · lEVEl 1 BUtl.OING 3 R-2 6 (T 325600 CF 200800 CF 200600 CF 921600 C, ,St 06Sf ...... Sf ROOF Pt.AN SPECIAC NOTES TOTAl COMBINEORCX)f AREA .. 11362SOFT 17°' SOFT SOlAR ZONE RECD-NO AREA LESS THAN 160S0fl • SOLAR ZONES AT -'50SOFT. ,eooson PROVlDEO PUJMBING TO PAOVl>E Pl?l'iG OWiRAM AOOFNOTES EOUIPMENT ON ROOFS CMC 2016 308 1 1 ~-30' > ENClOSlJqES EOUIPMENT ON A00F SHALL BE DESGNEO OR ENCLOSE0 SO AS TO Wm-tSTANO Cl.NATIC CONOfTIC>NS IN Tl-IE AREAS N WHICH IT IS NSTAUEO WHERE ENCl.OSUAES ARE PROVIDED EACH ENCLOSURE SHAU BE OF AEASONABlE HEGHT AND SHALL HAVE AT LEAST A THIRTY (30) INCH 1'162 MM) CLEARANCE BElWEEN THE ENTAE SERVICE ACCESS PANEUS! OF THE EOUIPMENT ANO THE WAU. OF THE ENCLOSURE 2. ROOF SUPPOAT. AOOFS ON WHICH EQUIPMENT IS TO BE NST Al.LEO SHAU BE CA.PABlE OF SUPPORTING THE ADOITK>NAl LOA.O OR SHAU. BE REINFORCED TO SUPPOf=tT THE ADDITIONAL. LOAD 3 ~AOSONRESISTANCE ALLACCESSLOCKS.SCREWS AHOBOLTSSHAU.BEOF COAROSION-RESISTANT MATERIAi.. 4 ROOF DRAINAGE EOUIPMENT SHAU. BE INSTAU.EO ON A WEU.-ORANED SURFACE Ofn<EROOF 5. GUARDS OR RAl.S Al LEAST SIX (6) FT 1 829-..... BETWEEN ANY PART OF THE EOUIPt.tENT ANO THE EDGE Of A ROOF OR $Nil.AA H"-lAAO, OR RIGIDLY FIXED A.Al... GUARDS, PARAPETS. OR OTHER BULDNG STRUCTURES Al LE.AST FORTY-TWO 1'21 INCHES I 1.067 MM) f,I HEIGi-iT StW..l. BE PAOVJOEO ON TI-tE EXPOSED SOE 6 ELECTRICAL POWER AU. EOlJIPMEt,,,'T REOi.MNG AN EXTE.ANAI.. SOURCE Of ELECTRICAL POWER FOR ITS OPERATION SHAll BE PROVIDED WITH (1) REAOI. Y ACCESStBlE ELECTRICAL OtSCONNECTNG MEANS Wm-+IN SIGH'T OF TI-IE EOIJFMENT (2) A 120 VAC GAOUNOWG TYPE RECEPT ACt..E OVTt.ET ON Tl-IE ACX>F ADJACENT TO THE EOUIPMENT THE RECEPTACLE OUTt.El SHAU BE 0fll THE SUPPLY $JOE Of THE DISCONNECT SWITCH. 7 SERVCE AND ACCESS TO EOUIPMENT ANO APPLIA."'CES EOUtPMENT ANO APPL.WC£$ SHAU. BE ACCESSIBlE FOR NSPECTIOW SEAVCE. REPAIR A.NO REPl.ACEMENT WrTHOUT REMOVN3 PERMANENT CONSTRUCTION 51.JfflCIENT CLEARANCE SHAU BE MAINTAINED TO PERMIT Ct.EANIIIG OF HEATING SURFACES THE REPl.ACEMENT OF Fil TE RS, BL.OWERS, MOTORS. BURNERS, CONTROLS, A.NO VENT CONNECTiONS THE LUBRICATION OF MOVING PA.ATS WHERE NECESSARY THE AOJUSlM€N"" ANO CtEANNG OF BURNERS ANO PLOTS ANO THE PROPER FLNCllONHl OF EXP\.OSION VENTS IF PROVOED. (NFPA 5'-o9:9 2 11 UNtESS OTHERWISE SPEClflEO NOT L£SS THAN THIRTY (301 I NCH ES (762 MM IN DEPTH WIDTH ANO HEIGHT Of WORKING SPACE SHAU BE PROVIOEO CLASS B SULT UP ROOFING-WH.ITE SURFACED A COPY Of THE CONSTRUCTION ocx;UMEHTS OR A COMPARABU: DOCUMENT NOICATN:i, THE NFORf.AAllONFAOM ENERGYCOOESECTIONS 110 10811-fROUGt-1 110 10C SHALL BE PROVDEO TO THE OCCUPANT AOOF GENERAL NOTES AOC EDIT REVISE GENERAL. NOTES PER PAO.IECT ARC'"'1TECl PRO,;ECT MANAGER ROOF LEGEND EXISTNG INTERIOR PAR'HTION WAU. OR SHAFT WALL TO REMA"1 REFER TO LFE SAfe-Y PLANS FOR EXTEN• OJ: FIRE RATED ANO SHAF'TWA...LS NEW MERIOR PARTrTION WALL REFER TO PARTITION SCHEDULE ANO TYPES ON A710 FOR CONSTRUCTION A.NO OETALWG LIMrT OF CONSTAUCTK>N ABOVE FLOOR LINE CPITER~E NOT fll CONTRACT r.-BY OWNER EOUIPMEJIIT c::::=:J Ni~c~ALL"'1ARTITION REFER TO PARTITION EXP ANSON ~T , EJ) MAGIIIETC SHIElOtNG ROOF KEYNOTES KEY PLAN To,m 0 :, .. z 0 .. w 0 c.m.ron Crockett -Archittc1,ContrilCl0t utttMJrit ArchltectLnl Studio 1327 Lema Avtnue Lang Bea:h. ~908(),1, I 5&2..9970971 • cameronOlMl'a-unil com DrAd QIOi • Sttuc:curaf Engintef Dnfd Chol and Assomt .. 1327 Loma Avenue Long Beach. Callornia ~ I 562.38280'0 e davldOdc;a·M com i ,t Architect Stamp '<-+sf:-0 A.cJc1,.:,> ~CJ ~ ♦ '~7~i,,1"" ♦ ~~ ~:~~:" ~~ ~o,:,CA\.\fO w > z < < a.. Z O < a.. 0 ::, < < 0 ::, Cl'.) z 0(1) I Z ...J 0 -c:c o I< M Oo C") 0 C") C") -No. Descripuon 0 N :J ~ CJ LL LL UJ -, i j (,) Date 1 c3 ~ ? '.::::=:::::====~I --a BUILDING 3-ROOF § DECK :: I ~ =====================:::: ~ -•...-{ A-132 i .. __ 17-1230 l OtawnBy Author ;;; ci.c-ay Checker . m S.:.le 1/4" • 1·-0· ~ I I I I I A-204 ! I 00 0 0 ¥ 2 0 G) 0 15' · 1 1/4" 16' -9 1/4" 13' -4 1/2" 14' • 6" 0 Unit 7 • Kitchen [}jill Unit 7 • Dining [ill&] ..,_,_,_, "' "' I' 00 Unit7· Pantry ~ Unit?• Library ~ LJ - -• 15' -1 1/4" == Storage Exterior Corridor ■ T • 10' -11" 0 0 CD ~.~~.JOM HOUSE -LEVEL 1 Name Urnt6 Stud10 Unrt6 Kitchen Un116 Bathroom Un116 Closet Umt7 Garage Unit? Guest Bedroom Unit7 Bathroom Unn 7 Laundry Unn7 Library unn 7 Master Bedroom Unit7 Bathroom Area Comments 29211 SF Umt6 140.94 SF Unit6 41.92SF Unit6 -30.83 SF Unil6 -505.80 SF 408.69 SF Urnt7 160.07 SF Umt7 41 .82SF Urnt7 42.SOSF uni\1 186.79 SF-Unit 7 291.88 SF Umt 7 . 79.49 SF Uni! 7 Room Schedule-BUILDING 4 Total Total Level Sub-Category Bedroom Bathroom CUSTOM HOUSE LEVEL2 BUILDING4 1 . CUSTOM HOUSE LEVEL2 BUILDING 4 CUSTOM HOUSE LEVEL2 BUILDING 4 CUSTOM HOUSE LEVEL 2 8UILDING4 CUSTOM HOUSE LEVEL 1 8UILDING4 CUSTOM HOUSE LEVEL 1 -BUILDING 4 1 CUSTOM HOUSE LEVEL 1 BUILDING4 CUSTOM HOUSE LEVEL 1 BIJILDIN§_4 CUSTOM HOUSE LEVEL 1 BUILDING4 CUSTOM HOUSE LEVEL 1 BUILDING 4 1 CUSTOM HOUSE LEVEL 1 BUILDING 4 I I I / Unit 7 • l iving Room will 5' -11 3/4" ~ Unit 7 -Foyer @ill Unit 7 • Stair mill 6' · 8 1/4" ,, ~ A A-204 Unbounded Occupancy -R-2 R-2 R-2 R-2 R-2 R-2 R-2 R-2 'R-2 R-2 R-2 Height Storage Volumn 7'-0" a·-o· 7'-0" T-0" T-0" T -o· T-0" T o• T o· T-0" 7'-0" O.OOCF 2856.00 CF Unit 7 • Bathroom ~ Untt 7 • Closet ~ Unit 7· Laund @ill 0 0 0 0 20' -1" Unit 7 • Master Bedroom ~ u~!;0'!:5t 4112 [iIJ Unit7 • Garage ~ 21' -1" " [ ~ r--I I "' ' 0 i-- "" '1: M "' "' -',c 0 ;,, _,__ 2<A-204.2 ~ u I ~ ;;; I I ~ LJ Room Schedule -BUILDING 4 Name Unil 7 -Closet Umt 7 • Living Room Unn 7 -Dming Unit 7 -Kitchen Urnti-Closet Unfl 7 siorage Uni! 7 Pantry Un117 Foyer Uni17 S1a1r Uni! 7 PattO Umt7 Patio Entry Area ...__ Comments 61.54SF Unil7 333.68 SF -Unll 7 249.25 SF Unit 7 309 49 SF--Unit 7 -9.45 Sf Unit 7 ~~:~: !~~:; 36.32 SF Unit 7 88.51 SF Unit7 424.lOSF ·um17 5218 SF Unrt7 2820.91 SF 3326.71 SF Total Total Level Sub-Category ~~room Bathroom Occupancy CUSTOM HOUSE LEVEL 1 BUILDING4 R-2 CUSTOM HOUSE -LEVEL 1 BUILOING 4 R-2 CUSTOM HOUSE -LEVEL 1 BUILDING4 R-2 CUSTOM HOUSE • LEVEL 1 BUILD!NG4 R-2 CUSTOM H~SE -LEVEL 1 BUtLOING4 R-2 CUSTOM HOUSE LEVEL I BWL01NG4 R-2 CUSTOM HOUSE LEVEL I BUILDING4 R-2 CUSTOM HOUSE LEVEL 1 BUILOING4 R-2 -CUSTOM HOUSE LEVEL 1 BUtL01NG4 R-2 CUSTOM HOusE LEVEL2 BUILOING4 R-2 CUSTOM HOUSE LEVEL2 BUILDING4 R-2 SEE A700 FOR EXTERIOR WALL ASSEMBLIES -IIIIII~ CMU 1: 8" CMU (PER STA) 2HA WI STUCCO ~IZ' CMU (PER STAI 2HR W / RIGID ~ INSULATION AND EXT STUCCO IIIIIIII& ~a· CMU {PER STA) 2HR PRECISION EXPOSED ~12" CMU (PER STA) 2HA WI STUCCO -•---· ~2 X 6 EXTERIOR WALL WI BLACK PAINTED STUCCO -mmmrm. .m..l.;._2 X 6 EXTERIOR WALL STGA STUD, STCSO. 1HA. STUCCO === EXT 3: 2 X 6 EXTERIOR WAU Wt TRESPA RAINSCREEN. STCSO 1111111m. EXT 4: 2 X 6 EXTERIOR WALL 2HR. STUCCO ·Dm• ~2 X4 EXTERIOR WALL 1HR, STUCCO SEE A701 FOR INTERIOR WALL ASSEMBLIES =-fil.1.;_PARTY WALL, 2X STGR STUD, 1 HR, STCso.+- ~.= INT 2: 2 X 4 INTERIOR PARTION WALL :IIIIIEIIi ~2HR RATED WALL === INT 4: 2 X 6 PLUMBING WALL -cmzm:lml· INT 5: 1HR SHAFTWALL Unbounded Height Storage Volumn 2856.00 CF 2856.00 CF WALL LEGEND ABOVE FLOOR LINE CENTERLINE NOT IN CONTRACT or BY OWNER EQUIPMENT c:==::=:I NEW WALL/PARTITION. REFER TO PARTITION LEGEND EXPANSION JOINT {EJ) #ORA 30" X 48" CLEARANCE ..... GRlDUNE -FOR STRUCTURE SEE STRUCTURAL DRAWINGS FOR KEY .,. .o,t--· 0 •• 60" TURNING RADIUS .., .•. .,, 5· -o· 4·.o· / ·/ ,, ' ' 6 in 6 ACCESSIBILITY • CLEARANCE FOR DOOR ' ' 9·.5• / ACCESSIBLE ROUTES AT LEAST ONE ACCESSIBLE ROUTE SHALL BE PROVIDED WITHIN THE SITE FROM ACCESSIBLE PARKING SPACES ANO ACCESSIBLE PASSENGER LOADING ZONES: PUBLIC STREETS AND SIDEWALKS: ANO PUBLIC TRANSPORTATION STOPS TO THE ACCESSIBLE BUILDING OR FACULITY ENTRANCE THEY SERVE. WHERE MORE THAN ONE ROUTE IS PROVIDED, All ROUTES MUST BE ACCESSIBLE. (118-206.2.1) AT LEAST ON ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDINGS, ACCESSIBLE FACILITIES. ACCESSIBLE ELEMENTS, ANO ACCESSIBLE SPACES THAT ARE ON THE SAME SITE. (118-206.2.21 ACCESSIBLE ROUTES SHALL CONSIST OF ONE OR MORE OF THE FOLLOWING COMPONENTS: WALKING SURFACE WITH A RUNNING SLOPE NOT STEEPER THAN 1 :20(5%), DOORWAYS. RAMPS, CURB RAMPS EXCLUDING THE FLARED SIDES. ELEVATORS, ANO PLATFORM LIFTS. (118--402.2) THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1 :20 (5%). THE CROSS SLOPE OF WAL.KING SURFACE SHALL BE STEEPER THAN 1 :48 (2.063"1<,J {118-403.3) EXCEPT A TURNS OR PASSING SPACES, THE CLEAR WIDTH OF WALKING SURFACE SHALL BE 36" INCHES MINIMUM. (11 B-403.5.1 J THE CLEAR WIDTH FOR WALKING SURFACES IN CORRIDORS SERVING AN OCCUPANT LOAD OF 100R MORE SHALL BE 44 INCHES MINIMUM.(119-403.5.1) THE CLEAR WIDTH FOR SIDEWALKS ANO WALKS SHALL BE 48 INCHES MINIMUM.(11 B-403.5.1) THE CLEAR WIDTH FOR ACCESSIBLE ROUTES TO ACCESSIBLE TOILET COMPARTMENTS SHALL BE 44 INCHES EXCEPT FOR DOOR-OPENING WIDTHS AND DOOR SWINGS. (11B-403.5.1} ENTRANCES SHALL BE PROVIDED IN ACCORDANCE WITH 118-206.4 ENTRANCES. ENTRANCE DOORS. DOORWAYS. ANO GATES SHALL COMPLY WITH 11B-404 DOORS DOORWAYS, AND GATES AND SHALL BE ON AN ACCESSIBLE ROUTE COMPLYING WITH t 19·402 ACCESSIBLE ROUTES: (11 B-206-4) ALL ENTRANCES ANO EXTERIOR GROUND-FLOOR EXITS TO BUILDINGS AND FACILITIES SHALL COMPLY WITH 118-404 DOORS. DOORWAYS ANO GATES (118-206.4.1) EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENINGS IN ACCORDANCE WITH SECTION 1205.2 OR SHALL BE PROVIDED WITH ARTIFICAIL LIGHT THAT IS ADEQUATE TO PROVIDE AN AVERAGE ILLUMINATION OF 10 FOOT-CANDLES OVER THE AREA OF THE QOM AT A HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL 1.the constnJCtion shall not restrict a live-1001 clear and unobstructed access to any water o! power distribution lacitities (power poles, pull boKes. transformers. vaults, pumps. valves. meters. apponenances. elc.) or 10 the loca1ion of the hOok-up. The construction shall no! be within ten leet ol any power ~nes-whelher or not the lines are located on the property. Failure to comply may cause construction delays ancir'or additional eKpenses. 2.An approved seismic gas shU1ofl valve wiH be installed on the Juel gas line on lhe downstream side 01 the urnity meter and be rigidly connected to the exterior of the building or structure containing the fuel gas piping. NOTE separate plumbing permit is required. 3.Provide ultra-ktw flush water closets for all new construction. EKisting shower heads and toilets must be adapted to, low waler consumption. 4.Shower compartments and walls above balhlubs with Installed shower heads shall be finished wi1h a smooth non-absorbent surface 10 height no less than 72 inches above the drain inlet. 5.Wate, heaters must be strapped to a wall. 6.Null 7.A copy of the evaluation repon and or conditions of listing shall be made available at the Job site. PLAN NQTES SEE A 400'S FOR ENLARGED UNIT PLANS SEE A soo·s FOR ENLARGED KITCHEN PLANS, ENLARGED BATHROOM PLANS. ADA. AND CLEARANCES N ALL GYPSUM FINISH INTERIOR WALLS MAINTAIN LEVEL 3 FINISH SEE FINISH PLAN FOR FINISH MATERIAL CONSTRUCTION CREW TO COVER DUCT OPENINGS AND PROTECT MECH EQUIPMENT DURING CONSTRUCTION • CBC 11 • 4.410.1 MATERIALS WITH VISIBLE WATER DAMAGE SHALL NOT BE INSTALLED. FOR All ELEVATIONS-SEE CIVIL EB Team 0 ::, CD z 0 "' w 0 cameron Crockett -Architect/Contractor Ul1ra-Unit Architectural Studio 1327 Loma Avenue Long Beach. Calitomia 90804 t. 562.997.0971 e.cameron@ultra-unit.com David Choi • Structural Engineer David COOi and Associatese 1327 Loma Avenue long Beach, California 90804 I. 562.382.8040 e. david@a;a-se.com "' a, Q ;; r--------------,.2 !l c'l Revisions No. Description Date + Shee1 Name CUSTOM HOUSE - LEVEL 1 ~ iii ti ~ :==========~I SheeiNumber ..... A-140 Project Numbel 17-1230 Drawn By Author Checked By Checker Scale 1/4" = 1'-0" ;, ~ z al I I I I I I I I r I I 0 -../ ~ r---~ ------21 l ,-. ' 22 \_. ~ .. -- A·20,,l➔1 ~ g <v ,.... ,., ..., ~I ,;, ---✓ ;";'1 '-' s ,1 CUSTOM HOUSE -LEVEL 2 ..__/ ,,,-. 1-0" ?, ._/ ---- A-204 ¥ 2 ,-. ~ ,, ~ '---' r 2rf'/o .l BBQ 24' -6° I Firepface ~d Unit 7 • Patio @ill ; ~ I 16' -10 112· 6'-81/4" Unit7-PauoEntry ,_- 9 =, A-204 Room Sctl8<Me ·BUILDING" ..,,.. ""' -~ ,,,.. u .... -29211 SF UM6 CUSTOM HOUSE LEVEL 2 UOd6 ·-U09' SF Un16 CUSTOM HOUSE LEVEL 2 Un'6 Ba\hmom 41 92 SF Un'6 CUSTOM HOUSE LEVEL 2 UM6 c-3083SF ""'. CUSTOM HOUSE LEVEL2 S0580SF Uni:I i -Garage 40869 SF ""', CUSTOM HOUSE LEVEL I Unit 7 • Guesi Bedroom 16007SF """, CUSTOM HOUSE LEVEL 1 Unit7• Bawoom Cl 82SF ""'' CUSTOM HOUSE LEVEL 1 Uni 7 • Laundry 42 50 SF UM 7 CUSTOM HOUSE · LEI/El 1 Unll7• l.braty 186 79 Sf ""'' CUSTOM HOUSE • LEVEL 1 Uni 7 • Mutei-Bedroom 291 88 SF ""'' CUSTOM HOUSE LEVEL 1 IJnll 7 Bathfoom 79 49 SF UMl CUSTOM HOUSE· LEVEL t Toc,I T..., Stb-CateQOJY Bedroom Bathroom BUILDING 4 1 8UILOING4 BUILOING4 BU1LOING4 BUILDING4 BUILc»NG .t 1 BUii.DiNG A 8UllOING4 BUILDING• BUILDING• ' BUILDING d =- R-2 R-2 R2 R-2 R-2 R-2 R-2 R-2 R-2 R-2 R-2 "'""°""""" HelQht Storage Volumn r-o· s o· r o· 7' o· r-o- r-o· , ... T-0" T 0" 7'-0- 7 " OOOCF 2856.00CF ----- r---,. / I G --·-- r--27 '-' 2.rfi• EIJ Unit 6 • Kitchen @Q[ 11' · 9 112· ------27 ---✓ --·-- ,-;;- '-...., 1 Jl 19· -a 112· ----' Unit~ ~ a·. 10 112· I Unit 6 _ Ckiset @iI: = Utv16 • Studto ~ Room Schedule ·BUILDING 4 7 I ?) "--" y "-.,/ ,-. G ' {~\ '--" ~-- "' N ' ~ ., a, 2(A-204-2 ,1~ '---' '" "' " (2, "' :., V 0 "' r---. ' A , ''-../ 6 To<~ To<al Name ,.,., eo-Le,el Sub-Calll90'Y Bedroom Balhtoom Oocuo,""f UNl7-~ 61 ~SF U<>17 CUSTOM HOUSE LEVEL 1 8U1LDING4 R-2 Un117-l.MtlgRoom 33368SF Urut7 CUSTOM HOUSE LEVEL 1 BUILOING4 R·2 U11117 • Onng 24925SF UM7 CUSTOM HOUSE LEVEL 1 BUILDING.4 R-2 Uni! 7 Kllc:hen 30949SF """' CUSTOM HOUSE LEVEL 1 BUll..01NG • R-2 Ul'lll7-Cklwt 945SF ..., , CUSTOM HOUSE · LEVEL 1 BUILDING• R-2 Ur1117•~or&Qe t8.22'SF """7 CUSTOM HOUSE · LEVEL 1 BUILDING • R2 Unll 7 Pan1,y 26 IM SF """ CUSTOM HOUSE -LEVEL 1 0UILOING4 R-2 UMl ,.., .. 3632SF ""'' CUSTOM MOUSE LEVEL I BUILDING 4 R-2 UMl s,,. 8S SI SF ""'' CUSTOM HOUSE LEVEL I BUR.DING• R-2 """7 Pal<> 424 10 SF UMl CUSTOM HOUSE LEVEL 2 BUIL04NG4 R2 UMl PaJJOEnlry 52 18Sf UM7 CUSTOM HOUSE LEVEL 2 BUILDING• R-2 2820 91 SF 332671 SF SEE A700 FOR EXTERIOR WALL ASSEMBLIES ..:IIIII· ~8" CMU (PER STA! 2HR W STUCCO ~ 1 T CMU tPEA STA} 2HA W RIGID ...=1-INSULATK:>N AND EXT STUCCO tilllllm ~e• CMU (PEA STA) 2HR PRECISION EXPOSED ~12"CMU(PEASTRJ2HRW STUCCO ·====-,W..t.2 X 6 EXTEROA WALL W BLACK PAINTED STUCCO ammmn-~2 X 6 EXTERIOR WAJ..L STGA STUD. STC50. 1HR STUCCO ==::: ~2X6EXTERORWAUW TRESPARAINSCREEN STCSO 1111111m fil.!,; 2 X 6 EXTERIOR WAll 2HA. STUCCO cam,. ~2X•EXTEAIORWAU1HA.STUCCO SEE A701 FOR INTERIOR WALL ASSEMBLIES !il..J.;,.PARTVWAU. 2X STGRSTUO 1HR, STC50-- fil.1.;,.2 X -1 INTERIOR PARTON WAU :IIIDIIli ~2HRRATEOWALL ==== ~2 X 6 PLUMBING WALL ~ MJ....1HASHAFTWALL "'""°"-""""' Storage Volurm T-0' 1. o· 1 -o· s·-o· s·-o- 1·-0· 8'-0" e -o· r-o- T-0" 8 ... 285600 CF 285600 CF WALL LEGEND A.BOVE FLOOR LINE CENTERLNE = NOT IN CONTRACT 01' BY OWNER EQUIPMENT NEW WAUIPAATITION REFER TO PARTITION LEGEND EXPANSION JOINT (EJ) 30" X -48" CL.fARANCE ,,. / s o· • -o· b 9' 6" / ACCESSIBLE ROIJTES GRIDLNE -FOR STRUCTURE SEE STRUCTURAL DRAWINGS FORKEY .o't- <o(;) 60" TURNING RADIUS O ACCESSIBIL.fl"Y CLEARANCE FOR DOOR / AT LEAST ONE ACCESSIBLE ROUTE SHAU. BE PROVIDED WITHIN THE SITE FROM ACCESSIBLE PARKING SPACES AND ACCESS!BlE PASSENGER LOADING ZONES PUBLIC STREETS ANO SIDEWALKS: ANO PUBl.lC TRANSPORTATION STOPS TO THE ACCESSIBLE BUlLC!ING OR FACLUTY ENTRANCE THEY SERVE. WHERE MORE THAN ONE ROUTE IS PROVIDED. ALL ROUTES MUST BE ACCESSIBLE jltB-206.2 1) AT LEAST ON ACCESSiBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDINGS. ACCESSIBLE FACtUTlES, ACCESSIBLE ELEMENTS AND ACCESSIBLE SPACES TI-IAT ARE ON THE SAME SITE 11 IB-2062-21 ACCESSl3LE ROUTES SHALL CONSIST OF ONE 0A MORE OF THE FOLLOWING COMPONENTS WAU<ING SURFACE WITH A RUNNING SlOPE NOT STEEPER THAN 1:20(5%). OOOAWAYS. RAMPS, CURB RAMPS EXCLUONG THE FLARED SIDES ELEVATORS.ANO PI.ATFORM LtFTS (118""'02-2) THE RUNNING SLOPE Of WALKl'ro SURFACES SHAU. NOT BE STEEPER THAN 120 (5'".J THE CROSS SlOPE OF WA.L.KJNG SURFACE SHALL BE STEEPER THAN 1:48 {2.083%)(118--4033) EXCEPT A TURNS OR PASSING SPACES. THE CLEAR WIDTH OF WALKING SUR~ACE SHAU SE 36. INCHES MINIMUM (118-403 5.1) THE CLEAR WIDTH FOR WALKING SURFACES IN CORRIDORS SERVING AN OCCUPANT LOAD OF tOOA MORE SHALL BE 44 INCHESMIN!MUM (118-<I00.51) THE CLEAR WIDTH FOR SIOEWAI.KS ANO WALKS SHAU BE "6 INCI-IES MINIMUt-Jl(116--'03-5.1) Tl-IE CLEAR WIDTH FOR ACCESSIBLE ROUTES TO ACCESSIBLE TOILET COMPARTMENTS SHALL BE 4A INCHES EXCEPT FOR D(X)R-OPENING WIDTHS ANO DOOR SWINGS. ( I 1 6--403.5 1) ENTRANCES SHAU BE PROVIDED IN ACCORDANCE Wm-t 11 B-206 4 ENTRANCES ENTRANCE DOORS DOORWAYS. AND GATES SHALL CQMPI..YWITH 118-404 DOORS. OCX>RWAYS ANO GATES ANO SHALL BE ON AN ACCESSIBlE ROUTE COMPLYING WITH t 18-402 ACCESSIBLE ROUTES. ( 118-206 4) AU ENTRANCES ANO EXTERK)R G.ROUNO-FLOOA EXITS TO BUI.DINGS ANO FA.CIUTIES $HALL COMPLY WITH 118-404 OOORS, OCX)AWAYSANOGATES (118-206 4 1) EVERY $PAC€ INTENDED FOR HUMAN OCCUPANCY SHALL BE PAOVIDEO Will-I NAnJRAI. LIGHT BY MEANS OF EXTERIOR GLAZED OPENNGS IN ACCORDANCE WITH SECTION 1205.20A SHALL BE PROVIDED WITH ARTIFICAIL LIGHT THAT IS ADEQUATE TO PROVIDE AN AVERAGE UUMINATION OF 10 FOOT-CANDLES OVER THE AREA OF THE 00M AT A HEIGHT Of 30 INCHES ABOVE THE FLOOR LEVEL l.the constn.ctlon st\all not restrcl a rive-l00t cleal and~ c1eoess 10 any water of powe, distrb.lllon tao:11ies {JXl',','ef pates, pull bol:n, trMSlormers. vaulls. POfflP$.. >1atves. metllft apporlenarces, etc.) or to the locatJOn oldie hook-iJP TheconstructlOl'I Shat not be wittW1 ien feet ot any p0W'8f IK'!M-wtlethef or no1 lhe lines aN! IOcaled on lhe prc,perty Fail\.l"e to COfTlJly may cause conslruction deiays .-1(1.or actdilional expenses 2An ~oved Wlismc gas $hUtOI! valve w• be fl'\Slallad on the luel gas line oo Che downstream 1Qt ot the ldily m&tti and be ngdy cwnneckld to the extenor ot the bulldlr\g or slructure ~ the fuel gas~ NOTE separate l)lumbing pemwt tS requireo.. 3.Provoe unra-iow bh watet cJosets tor all new C00$\1Ucbon Exisring showe, heads and IOletS must be adapted tor low water consurnpt!On. • Shower compan.meo.s 8M wals above bathtubs wrth lfl5taled shOwer head6 sti.11 be fil'll$h«I w"1 a smooa, noo-absorbeflt surtaoe 10 hetghl no ins than 72 inChes atx,,.te tht drUl ll"llel 5 Waler healefS mu11 be strapped JO ;11 wall 6.NlAI 7_A COP'/ ot lhe evaluahon report and or ooncillons ot listing shal be made¥,tat\able al ltie ,ob ... ~ SEE A.,1()()'$ FOR Eht.ARGED UNIT PLANS SEE A 500'S FOR Et>LARGED KITCHEN PLANS ENLARGED BA TI-IROOM PLANS. ADA ANO CLEARANCES ALL GYPSUM FN!SH INTERIOR WALlS MAINTAIN LEVEL 3 FINISH N SEE FINISH PLAN FOR FJNtSH MATERIAL EB CONSTRUCTION CREW TO COVER DUCT OPENINGS ANO PROTECT MECH EQUIPMENT DURiNG CONSTRUCTION .. cac 11 -• 410.1 MATERIALS WITH VISIBlE WATER DAMA.GE SHALL NOT BE INSTALLED FOR ALL ELEVATIONS-SEE CIVL Te,m 0 :, "' z " ., w 0 Cameron c«>cun -Alchh.ectlContrac:tOf Ultla-llrwt Arehititetural Studk> 1327 lomaA'lltl'IUe Leng Beach. CaJilorna 90604 l 562.9970971 • cameron@ultra-unil com Davtd Choi· Structural EnginMf David Chol and AssociatttM 1327 Loma Avenue Long Beach, California 90804 t. 562.3828040 edavd@dca-se.com .......... No. Description O> i 0 ii CUSTOM HOUSE- LEVEL 2 A-141 17-1230 Proiec1Nc.mbef >------------il Drawn By Checked By Scale Author It Checker {1) ,w.1·-0· ~ A-204 y 2 G l Unit 7 • Roof Deck • @QjJ 26' -2 3/4" 1-- 1 ,.....,,_ A-204 CD ~.~~JOM HOUSE • ROOF Room Schedule •BUILDING 4 Total Total Unbounded Name A,ea Comments ''"' Sub-Ca1egory Bedroom ~Bathroom Occupancy Height Storage Volumn Nam, A,,a Comments UM6 StudK> 292.11SF Un46 CUSTOM HOUSE -LEVEL 2 BUILOING4 I R-2 T o-Uni17-Close! 61.54 SF Unrt7 Urll\6 • Krtchen 140.94 SF U111t6 CUSTOM HOUSE -LEVEL 2 BUILDING4 R-2 8 . o-UM7 L1villg Room 333.68 SF Unit7 Umt6 Bathroom 41.92SF Un116 CUSTOM HOUSE -LEVEL 2 8UILDING4 R-2 T o· Unrt 7 Om1ng -249.25 SF Unn7 Urut6 CIOSOI 30.83 SF Unit6 CUSTOM HOUSE • LEVEL 2 BUtLDING4 R-2 7-o· Unit7 Knchen 309 49 SF Umt 7 50580 SF OOOCF Unn7 Ck>sol 945SF Unn7 Un117 Garage 408.69 SF Umt7 CUSTOM HOUSE LEVEL 1 BUILDING4 R-2 7-0" 2856 00 CF Unit7 Storage 18.22SF UmI7 Unn7 Guest Bedroom 16007SF Uno17 CUSTOM HOUSE LEVEL 1 BUILDING4 1 R-2 T-0" Urnt7• PanIry 26.94 SF Un.t7 UM7 Battvoom 41.82SF Umt7 CUSTOM HOUSE LEVEL 1 8UILDING4 R-2 T -0" Unrt 7 -Foyer 36.32 SF Unrt7 Unit 7 laurdry 42.SOSF Umt7 CUSTOM HOUSE LEVEL 1 BUILD1NG4 R-2 T-0" Umt7-Stair 88.51 SF Umt7 Unrt7 Library 186.79 SF Unit7 CUSTOM HOUSE LEVEL t BUILDING4 R-2 T •O" Urut7 -Patio 424.10SF Unrt7 Unit 7 Maste1 Bedroom 291.88 SF Unit7 CUSTOM HOUSE LEVEL 1 8UlLD1NG4 I -R-2 T-0" Unit7 Patio Entry 5218SF Urn17 Unn7 Bathroom 7949SF Un117 CUSTOM HOUSE LEVEL 1 BUILD1NG4 R-2 T -0" 2820.91 SF 332671 SF 0 0 8 (~) 8 6 ('0 ~ ~' ,._,,_.__: { {~ ...,____ . (~) Room Schedule -BUILDING 4 T01al Total "'°' Sub-Category Bedroom Bathroom CUSTOM HOUSE • LEVEL 1 8UILDING4 CUSTOM HOUSE LEVEL 1 -BUILDING 4 CUSTOM HOUSE LEVEL 1 BUILDING 4 CUSTOM HOUSE LEVEL 1 BUILDING 4 CUSTOM HOUSE LEVEL 1 8UILDING4 CUSTOM HOUSE LEVEL l BUILDING 4 CUSTOM HOUSE LEVEL 1 BUILDING 4 CUSTOM HOUSE LEVEL 1 BUILDING4 CUSTOM HOUSE LEVEL 1 BUJLDING4 CUSTOM HOUSE LEVEL2 BUILDING 4 CUSTOM HOUSE LEVEL2 BUILDING 4 ROOF PLAN SPECIFIC NOTES TOT AL COMBINED ROOF AREA • 11362SOFT 1704 SOFT SOLAR ZONE AEOD • NO AREA LESS THAN 160$0FT 4 SOL.AA ZONES AT 450SOFT • 1800$QFT PROVIDED PLUMBING TO PROVIDE PIPING DIAGRAM ROOF NOTES· EQUIPMENT ON ROOFS CMC 2016 308 1.1-6,304 1. ENCLOSURES EQUIPMENT ON ROOF SHALL BE DESIGNED OR ENCLOSED SO AS TO WITHSTAND CLIMATIC CONDITIONS IN THE AREAS IN WHICH IT IS INSTALLED. WHERE ENCLOSURES ARE PROVIDED. EACH ENCLOSURE SHALL BE OF REASONABLE HEIGHT. AND SHALL HAVE AT LEAST A THIRTY (30) INCH (762 MM) CLEARANCE BETWEEN THE ENTIRE SERVICE ACCESS PANEL($) OF THE EQUIPMENT AND THE WALL OF THE ENCLOSURE 2. ROOF SUPPORT. ROOFS ON WHICH EQUIPMENT IS TO BE INSTALLED SHALL BE CAPABLE OF SUPPORTING THE ADDITK)NAL LOAD OR SHALL BE REINFORCED TO SUPPORT THE AODITK)NAL LOAD. 3. CORROSION RESISTANCE. ALL ACCESS LOCKS. SCREWS, AND BOLTS SHALL BE OF CORROSION-RESISTANT MATERIAL. 4. ROOF DRAINAGE. EQUIPMENT SHALL BE INSTALLED ON A WELL-DRAINED SURFACE OF THE ROOF. 5 GUARDS OR RAILS. AT LEAST SIX (6) FT. (1.629 MM) BETWEEN ANY PART OF THE EQUIPMENT ANO THE EDGE OF A ROOF OR SIMILAR HAZARD, OR RIGIDLY FIXED RAIL. GUARDS. PARAPETS. OR OTHER BUILDING STRUCTURES AT LEAST FORTY-TWO (42) INCHES (1,067 MM) IN HEIGHT SHALL BE PROVIDED ON THE EXPOSED SIDE. 6. ELECTRICAL POWER. All EQUIPMENT REQUIRING AN EXTERNAL SOURCE OF ELECTRICAL POWER FOR ITS OPEAATK)N SHALL BE PROVIDED WITH: (1) READILY ACCESSIBLE ELECTRICAL DISCONNECTING MEANS WITHIN SIGHT OF THE EQUIPMENT. (2) A 120 VAC GROUNDING-TYPE RECEPTACLE OUTLET ON THE ROOF ADJACENT TO THE EQUIPMENT. THE RECEPTACLE OUTLET SHALL BE ON THE SUPPLY S1DE OF THE DISCONNECT SWITCH ?.SERVICE ANO ACCESS TO EQUIPMENT AND APPLIANCES. EQUIPMENT ANO APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION. SERVICE. REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION. SUFFICIENT CLEARANCE SHALL BE MAINTAINED TO PERMIT CLEANING OF HEATING SURFACES; THE REPLACEMENT OF FIL TEAS. BLOWERS. MOTORS, BURNERS. CONTROLS. ANO VENT CONNECTIONS: THE LUBRICATION OF MOVING PARTS WHERE NECESSARY: THE ADJUSTMENT AND CLEANING OF BURNE AS ANO PILOTS; AND THE PROPER FUNCTK)N!NG OF EXPLOStON VENTS. IF PROVIDED. INFPA 54·09:9.2.1} UNLESS OTHERWISE SPECIFIED. NOT LESS THAN THIRTY (30) I INCHES (762 MM) IN DEPTH. WIDTH. ANO HEIGHT OF WORKING SPACE SHALL BE PROVIDED. CLASS B -BUil T UP ROOFING-WHITE SURFACED A COPY Of THE CONSTRUCTtON DOCUMENTS OA A COMPARABLE DOCUMENT INDICATING THE tNFORMATK)N FROM ENERGY CODE SECTIONS 110 108 THROUGH 110.10C SHALL BE PROVIDED TO THE OCCUPANT U,wundod Occupancy He,gh1 Storage Volumn R-2 T-o· R-2 T o· R-2 T o· R-2 8 -o· R-2 s·-o· R-2 T-o• R-2 s·-o· R-2 s·-o· R-2 s·-o· R-2 T-0" R-2 s·-o· 2856 00 CF 2856.00CF ROOF GENERAL NOTES ADO/ EDIT/ REVISE GENERAL NOTES PER PROJECT ARCHITECTI PROJECT MANAGER ROOF LEGEND EXISTING INTERIOR PARTITK)N WALL OR SHAFT WALL TO REMAIN. REFER TO LIFE SAFETY PLANS FOR EXTENT OF FIRE RATED AND SHAFT WALLS. NEW INTERIOR PARTITION WALL REFER TO PARTITION SCHEDULE AND TYPES ON A710 FOR CONSTRUCTK)N AND DETAILING LIMIT OF CONSTRUCTK)N ABOVE FLOOR LINE CENTERLINE NOT IN CONTRACT or BY OWNER EQUIPMENT c::::==:=J NEW WALUPARTITION REFER TO PARTITION Ii=~i="'n EXPANSION JOINT (EJ) MAGNETIC SHIELDING ROOF KEYNOTES KEY PLAN Team 0 .... ::, ., z " "' w 0 Cameron Crockett • Architect/Contractor Ultra-Unit Architectural Studio 1327 Loma Avenue long Beach. California 90804 l. 562.997.0971 e cameron@ultra•unil.com David Choi -Structural Engineer David Choi and Associalese 1327 Loma Avenue Long Beach, Cahfomia 90804 t. 562.382.8040 e.david@dca-se.com Revisions No. Description Sheet Name Date CUSTOM HOUSE - ROOF DECK E { ~=S_===N=oo,=be,===============~ \ A-142 ~ ~ Protect Number 17-1230 Drawn By Author Checked By Checker 1/4" = 1·-0· I I I I I I I I CD--------,, ' ' ' ' f Ele,,..lon -BUILDING½ EAST 14• .. 1-rr '---.L CG-----' ' k; 2 . Elevation -BUILDING 1 -WEST '--14~.,.r, e 9 I ,· -301 HEIGHT LIMITAITION 30' BUA.DING 1 -TO DCX>A 24 -9· 8UllOING 1 ROOF 1~E_c; s .U-t----I> HEIGHT LIMITAITION 30' BUILDING 1 • 1 0 ~; S, _!_ BULOtNG 1 • LEVEL d-~ ELEVATION NOTFS 1 EXTERIOR STUCCO· A. MATERIALS & APPLICATION SHALL COMPL YW!Tl-1 APPLICABLE SECTK>NS OF THE "HANDBOOt<: Of RECOMMENDED SPECIFICATIONS FOR LATHING FURRING & PLASTERING" BY lliE CALIFORNIA LA THING. PLASTERING CONTRACT OAS ASSOC ANO CHAPTER 25. C8C EXTERIOR STUCCO COLORS. TEXTURE AND FlNISH SHALL BE SELECTED ANO AP?ROVEO BY OWNER B STUCCO LATH SHALL BE NAILED TO AL.l STUDS ANO TCP AND BOTTOM PLATES C AU STUCCO SrfAf.t. BE PLUMB & EVEN WITHIN 1,s• tJ 10' STUCCO SHALL BE 3 COATSW F"'-"L.COAT BEING A LATEX BASED COLOR COAT 2. GYPSUM WAUBOARD (OFIYWAI..L) 5'8" A ALL GYPSUM WAlLBOARO SHALL BE INSTALL.ED IN ACCORDANCE WITH THE PROVISONS SET FORTH IN THE CURRENT EOJTl()N OF THE CBC. AND APPLICABLE AGENCIES B GYPSUM WALLBOARD SHAlL NOT BE INSTALLED Um-L WEATHER PROTECTION FOR THE NSTAI..I.ATION 1$ PAOVIOEO C SNGLE-Pl Y APPUCATION l All EDGES ANO ENDS Of GYPSUM WALLBOARD SHAL.l OCCUR ON THE FRAMING MEMBERS, EXCEPT THOSE EDGES AND ENDS THAT ARE PERPENDICULAR TO THE FRAMING MEMBERS AU EDGES AND ENOS OF GYPSUM WAUBOARO SHALL BE IN MOOE RATE CONTACT EXCEPT IN CONCEALED SPACES WHERE FIRE·RESISTl\fE CONSTRUCTION OR DIAPHRAGM ACTJON JS NOT REOUIREO. 2. THE SCZE ANO SPACING Of FASTENERS SHAU COMPLY WITH THE CURRENT EDITION OF THE CBC EXCEPT WHERE MODfFIEO BY FIRE-RESISTIVE CONSTRUCTION FASTENERS SHALl NOT BE SPACED LESS THAN 3.'8 tNCH FROM EDGES AND ENOS OF GYPSUM WAU.80ARO FA.STENERS AT THE TOP ANO BOTTOM Pl.ATES OF VERTICAL ASSEMBUES OR THE EDGES ANO ENOS OF HORIZONTAL ASSEMBUES PERPENDICULAR TO SUPPORTS AND AT THE WALL LfllE MAY BE OMITTED EXCEPT ON SHEAR-RESSTNG ELEMENTS OR FIRE-RESISTIVE ASSEMBI..IES FASTENERS SHALL BE APPLE.DIN SUCH A MANNER AS NOT TO FRACTURE THE FACE PAPER WITH THE FASTENER HEAD D WHEN GYPSUM IS USED ASA BASE FOR TLE OR WAL.t.. PANELS FOR TUB. SHOWER OR WATER CLOSET COMPAATMENT WAU.S WATER·AESISTANT GYPSUM BACKING BOARD SHAU BE USED E WATER-RESISTANT GYPSUM BOARD SHAU. NOT BE USED IN THE FOLLOWING LOCATIONS 1.0VEA A VAPOR RETARDER 2 IN AREAS SUBJECT TO CONTINUOUS HG; HUMIDITY. SUCH AS SAUNAS. STEAM OOMS OR GANG SHOWER R<X>MS 3. ON CEl.lNGS WHERE FRAME SPACING EXCEEDS 12 INCHES ON CENTER F PROVIDE S.'8.GYPSUMWALL.BOARO@ALL MERIOR WAU.SU.NO AND 1 '2" GYPSUM WALL80AAO@All INTERIOR CEil.NG SURFACES UNO G. ALL G'VPSUM W,\LlBOARO SHALL HAVE THE Fa.LOWING I AT JOtlTS. PROVIDE PERFORATED TAPE. BEDDING & TAPING COMPOUND FNiSHEO SMOOTH@ ALL JOtNTS PROVIDE BULL NOSED CORNEAS@ ALL INTERIOR CORNERS 2. Ft.USH WAllS SHALL HAVE A SMOOTH OR LIGHT ORANGE PEAL FINISH 3 LINOLEUM. MATERIAlS COLOR & FINISH SHALL BE SELECTED & APPROVED BY THE OYINER. FtOORING SUB-CONTRACTOR SHAU FURNISH INST AU. & FINISH ALL Fl.CORING WORK TO BE TRUE & PLUMB NST ALL PEA MANUFACTURERS NSTALATl()N INSTRUCTIONS 4 TILE FlOORING THE OWNER SHALL SELECT All flOOR TLE & COLORS All T1l.E MATERIALS SHALL BE INST Al.LED ~LATEX-PORTLAND CEMENT MORT AR ser-. NO HANO.SET TLE APPLICATIONS Will BE ALLOWED CONTRACTOR SHALL SUPPLY AU MATEAW..S. PREP.AND INSTALL 5 AU.AREAS & "'1$TA1.l AU CERAMIC TILE MATERIALS INSTRtCT CONFORMANCE WITH THE LATEST EDfTK)N OF THE AMERICAN TLE INSTITUTE HANOBCX)K FOR TILE INSTALLATION PROVIDE A WEEP SCREED FOR STUCCO AT THE FOUNDATION PL.ATE LINE A MINIMUM OF 4-ABOVE THE EARTH OR Z-ABOVE PAVED AREAS WEEP SCREEDS SHALL BE OF A TYPE WHICH WLL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR OFTl-lE ,-------------------------; SUU>ING ELEVATION GENERAL NOTES ELEVATK)N LEGEND SCALE: 1· = 10' 20' 27.5' ELEYnK>N LEGEND TAG IN PROJECT c::....___,EXTI i::::=:::l EXT 2 -EXT3 i:=:::J EXT• c==:::]EXTS c:::::::J EXT 6 -EXT7 TAG IN PROJECT TAG IN PROJECT TAG IN PROJECT AG !N PROJECT -RLP1 ELEVAJNN NOTES MATERIAL COLOA STUCCO LIGHT CREAM STUCCO TSO ROOF BLUE STONE LIGHT GREY STORE FRONT GLASS TSO ALLUMINIUM TSO sruc:co TSO All DOOR AND WINDOW FRAMES MATERIAL LOUVERS MATERIAL COLOA COLOA AAC~rTECTUAAL DOWNSPOUTS MATERIAL RAl.NGS MATERIAL COATED ALUMINUM COLOR COLOA IAONGAEY SEE A 400'S FOR ENLARGED UNIT PLANS MNFR TSO TSO TSO TBO TSO TSO TBO MNFA MNFR MNFR MNFR TSO SEE A 500'S FOR ENLARGED KITCHEN Pl.ANS ENLARGED BATHROOM PlANS. ADA AND CLEARANCES A.LL GYPSUM FINISH INTERK)R WALLS MAM AIN LEVEL 3 FINISH SEE FINISH Pl.AN FOR FINISH MA TEAIAL SEE A700 FOR EXTERIOR WALL SYSTEM TAGS SEE A701 FOR FlOOA ANO ROOF SYSTEM TAGS Team 0 ... z 0 Cl) w 0 cam..-on Crocl(ett • Archfutct!Contractor Ultra-Um A.rchittceur-' StudiO 1327 lorn.I Avenue Long Beach. Cd0tn1a 90604 I 562.9970971 e cameron0uttra-un11 com David Choi · Structur•J Engl""' David ChOI and Associlltese 1327 Loma Avenue Lono Beacti. CaldOfnia 90804 L 562 362.8040 e davld@dca se com Architect Stamp <-<,~c-:,'i-0 AAc,y_,.> ,v i t t "'°j:~;;•,~ ~IT' ♦ U)_ 1;1~1'1 '.'f' ""1r. ··.~~ ... i?-~ 1:-~CA\..\fO w > z <( <{ a.. Z() <!: a.. Cl ::> <{ <{ o ::> ca z Q(I) I Z.....J () -a: 0 I<!: C') Oo C") 0 C') C') J RevlSIMS 0, ~ 0 ~ 0 N :J <( (!} u.. u.. w ..., i I 0 No. Description Date --EXTERIOR ELEVATION - BUILDING 1 E/W --A-201 Pro,ec1Nl6nbec 17-1 230 "'8wn By Author Ctle(;qd8)' Checker Scale 114" • 1·-0· l' ~ ~ ~ z 1!: "' 2 ,: ~ !l ~ I ~ ~ r i c5 l ~ i " .,, ~ ~ t i ii ~ ~ " ~ &i a 'a I ., ~ ~ ~ ill :;; ~ ~ I I ' :0 ', "' :0 □ ;;; I I 1 Elevation -BUILDING 1 -SOUTH -.__,,, , .. -.,--0· I CL I I I 2 Elevation -BUILDING 1-NORTH _ 1,, • ,·.o· ·o "' ~ i--N ,-_ 2 '-._; LI :0 ;,, ,-----_ 3 '-" :'>c-■ . • ... :'-<-■ :·,._. ,.....,_ 06 -._, • • • • • • • • • • • • • • • • ,-- 23 0 • • • • • • ,.,...._ . -._, ., ~' :~ =~ '~ ■ _: ... • • • ,,,..-~ 0 "' ....L HEIGHT LIMITATION 30' BUllOING 1 T O DOOR 24' 9· HEIGHT LIMITATION 30. BUII..OING 1 TO gp?; s --1.J BUILDING 1 -ROOf 1~E_c; s hLL----+---<TI • • • ELEYATIQN NOTES 1 EXTERIOR STUCCO A. MATERiALS & APPLK;All()N SHALL COMPLY WITH APPllCABlE SECTIONS Of= THE "HANDBOOK Of RECOMMENDED SPECIF.CATIONS FOR LATHING FURRING a PLASTERING" BY THE CALIFORNIA LATHING PLASTERING CONTRACTORS ASSOC ""'10 CHAPTER 25. C8C EXTEAK)R STUCCO COLORS. TEXTURE ANO FINISH SHALL BE SELECTED A.NC, APPROVED BY OWNER B. STUCCO LATH SHAU BE NAl.ED TO All STUDS ANO TOP ANO BOTTOM Pt.A TES C ALL STUCCO SHALL 8E PlUMB a EVEN WITHIN 1/8" ~ HT. STUCCO SHALL BE 3 COATSW FiNAL COAT BEING A LATEX BASED COLOA COAT 2. GYPSUM WALLBOAAO (ORYWAU.) 5,'5" A All GYPSUM WAU.BOARD SHALL BE INST AL.LEO IN ACCORDANCE wrrn THE PAOVISIONS SET FORTH IN THE CURRENT EDITION OF THE CBC ANO A.PPlJCABLE AGENCIES B. GYPSUM WALLBOARD SHALL NOT BE INSTALLED UNTL WEATHER PROTECTION FOR THE INSTALLATION IS PROVIDED C. SINGLE-PLY APPLICATION 1 ALL EDGES ANO ENDS OF GYPSUM WALLBOARD SHALL OCCUR ON THE FRAMING MEMBERS. EXC€.PT THOSE EDGES AND ENOS THAT ARE PERPENDICULAR TO THE FRAMING MEM8ERS All EDGES AND ENOS OF GYPSUM WALLBOARD SHALL BE IN MODERATE CONTACT EXCEPT IN CONCEALED SPACES WHERE FIRE-RESISTIVE CONSTRUCTION QA DIAPHRAGM ACTION IS NOT REOUIREO 2 THE SIZE AND SPACING Of FASTENERS SHALL COMPLY WITH l'l-fE CURRENT EDITION Of THE CBC EXCEPT WHERE MODIFIED BY FIRE-RESISTIVE CONSTRUCTION FASTENERS SHAU NOT SE SPACED LESS THAN 318 INCH FROM EDGES ANO ENDS OF GYPSUM WAU.BOARO. FASTENERS AT THE TOP ANO BOTTOM PLATES OF VERTICAL ASSEMBUES, 0A TI-IE EDGES ANO ENOS OF HORIZONTAL ASSEMBLIES PERPENDICULAR TO SUPPORTS, ANO AT THE WALL LINE MAY BE OMITTED EXCEPT ON SHEAR-RESISTING ELEMENTS 0A FIRE RESISTIVE ASSEMBLIES FASTENERS SHAU SE APPLIED IN SUCH A MANNER AS NOT TO FRACTURE THE FACE PAPER WITH THE FASTENER HEAD 0. WHEN GYPSJM tS USED AS A BASE FOR TILE OR WALL PANELS FOR TUB. SHOWER OR WATER CLOSET COMPARTMENT WALLS WATER-RESISTANT GYPSUM BACKING BOARD SHALL BE USED E WATER-RESISTANT GYPSUM BOARD SHAU NOT BE USED IN THE FOlLOWING LOCATIONS· 1. OVER A VAPOR RETARDER 2. IN AREAS SUBJECT TO CONTNUOUS HIGH HUMIDITY, SUCH AS SAUNAS, STEAM OOMS OR GANG SHOWER ROOMS. 3. ON CEI.INGS WHERE FRAME SPACING EXCEEDS 12 INCHESON CENTER F PROVIDE 518~ GYPSUM WALLBOARD@ALL INTERIOR WAL.LS U.N.0 ANO liT GYPSUM WALLBOARO@AU INTERIOR CEil.iNG SURFACES UN.O G ALL GYPSUM WALLBOARD SHAU HAVE THE FOUCM'ING I. AT JOtNTS PROVIDE PERFORATED TAPE BEDDING & TAPING COOPOUNO FINISHED SMOOTH@ ALL .K)JNTS PROVIDE BULL NOSED CORNERS O AU INTERIOR CORNERS 2. FINISH WALLS SHAU. HAVE A SMOOTH OR LIGHT ORANGE PEAL FINISH 3. LINOLEUM. MATERIALS. COl.OR & FINISH SHALL BE SELECTED & APPROVED BY THE OWNER. FLOOAlf'.IG SUS-CONTRACTOR SHALL FURNISH. INSTALL & FINISH AU. FLOORNG WORK TO BE TRUE & PLUMB tNSTALL PER MANUFACTURERS INSTA.LATION INSTRUCTK>NS 4 TLE FLOORING Tl-IE OWNER SHALL SELECT All FLOOR TILE & COLORS.All TLEMATERIALSSHAUBE INSTALLED LATEX· PORTLAND CEMENT MORTAR SET", NO HAND--SET TlE APPLICATIONS WILL BE ALLOWED CONTRACTOR SHAU. SUPPLY All MATERIALS. PREP ANO INSTALL 5 ALL AREAS& INSTALL ALL CERAMIC TILE MATERIALS IN STRICT CON"FOAMANCE WITH THE LATEST EDITION OF THE AMERICAN TLE NSTITUTE HANDBOOK F09 TILE INSTALLATION Te,m 0 .., z " ., w 0 c.m.ron Crockett• ArchitectfComrectOf Ultr..t.JNC Architectural Studio 1327 Loma Avenue Long Beach. Cailomea 9080' I 562.997.0971 • cameronOultra-avt com David Choi • Structural Engineer Dam Chot and Assoctat&ff 1327 Loma Avenue Long Beach. Cai:lomta 90804 1 562.382.8040 e davld@aca se com PROVIDE A WEEP SCREED FOR STUCCO AT THE FOUNDATION PLATE LINE A MINIMUM OF 4" ABOVE THE EARTH OR 2 ABOVE PAVED AREAS WEEP SCREEDS SHALL BE Of A TYPE WHICH WILL Ali.OW TRAPPED WATER TO ORAN TO THE EXTERIOR OF THE ~------------------------1 eul.OING ELEYATK>N GENERAL NOTES ELEVATION LEGEND o· 5' ELEVATION LEGEND TAG IN PROJECT ~EXT, C==:JEXT2 -EXT3 i:.i::::::::iEXT• c:::::=JEXTs c::::::::J EXT 6 -EXT7 TAG IN PROJECT TAG IN PROJECT TAG N PROJECT AG NPROJEC':" -AlP1 SCALE: 10' 20· 27.5' MATERIAL COLOR STUCCO LIGHT CREAM STUCCO TBO ROOF BLUE STONE LIGHT GREY STORE FRONT GLASS TBD AllUMINIUM TSO STUCCO TBD ALL DOOR ANO WNOOW FRAMES MATERIAL LOVV'ERS MATERIAL COLOR COLOR ARCHITECTURAL OOWNSPOUTS MATERIAL RALINGS MATERIAL COATED ALUMINUM COLOR COLOR IRONGAEY MNFR TBO TBO TBO TBO TBO TBO TBO MNFR MNFR MNFR MNFA TBO 1· = 10' No. Description Date S-Namo EXTERIOR ELEVATION - BUILDING 1 S/N § l '.:::~==N""'= ... =======::::: l 1-------------------------ll A . ELEVATION NOTES 2 0 1 2 5 -. i SEE A 400'S FOfl ENLARGED UNIT PLANS SEE A 500'S FOR ENLARGED KITCHEN PLANS, ENLARGED BATHROOM Pl.ANS ADA. ANO CLEARANCES ALL GYPSUM FiNISH MERJOR WALLS MAINTAN LEVEL 3 FINISH SEE FINISH Pt.AN FOR FINISH MATERIAL SEE A700 FOA EXTERIOR WALL SYSTEM TAGS SEE A701 FOR FLOOR ANO ROOF SYSTEM TAGS 17-1230 1-------------J ~ 0.-,wnBy Author ; 1---------------J:;; C""'-8> Sc$ Check.er °' 1/4" • 1·-0· ~ I ~ I E E 1 . ..._,..._,.,,, I ' ;... I -L ~,- I I , 1 Elevation -BUILDING 2 -EAST ~ 14· .. 1-cr I I I I I I 2' Elevation -BUILDING 2 -WEST .._,, 1 " .. ,·.er 1 .J02 ,,......_ G ,,......_ " l '-../ HEIGHT UMITAITION 30' HEIGHT LIMITAITION 30' BUlOING 2 ~~ ~ ----------....]_, ELEVATK>tf NOTES 1 EX'TEROR STUCCO A MATERIALS! APPLICATION SHALL COMPlYWITH APPUCABLE SECTIONS OF THE '"HANDBOOK Of RECOMMENDED SPECIFICATIONS FOR LATHING FUAAING & Pt.ASTERING" BY THE CALIFORNIA LATHING! PLASTERING CCWTRACTORS ASSOC ANO CHAPTER 25. CBC EXTERIOR srucco COLORS TEXTURE ANO FINISH SHALL BE SELECTED ANO APPROVED BY OWNER. 8 STUCCO LATH SHAU BE NAl.EO TO All STUDS ANO TOP ANO BOTTOM Pl.A TES C All STUCCO SHALL BE PLUMB & EVEN WITHIN 1'8" .i 10· STUCCO SHALL BE 3 COATS W FINAL COAT BEING A LATEX BASED COlOR COAT 2-GYPSUM WALLBOARD {DRYWALL) !>'6" A All GYPSUM WALL.BOA.AO SHALL BE tJST AL.LEO IN ACCORDANCE WITH THE PROVISIONS SET FORni INTiiE CURRENT EDITION Of THE CBC ANO APPllCABlE AGENCIES. 8. GYPSUM WA..lBOAAO SHAU. NOT SE INST AU.ED UNTIL WEATHER PROTECTION FOR TI-IE INSTALLATION 1$ PROVIDED C SINGLE-PLY APPUCATK)N 1 All EDGES ANO ENOSOFGYPSUMWALlBOARO SHAU OCCUR ON THE FRAMING MEMBERS EXCEPT THOSE EDGES ANO ENDS THAT ARE PERPENO)Ct.JLAA TO THE FRAMING MEMBERS All EDGES ANO ENOS Of GYPSUM WALL90ARO SHALL BEN MODERATE CONTACT EXCEPT IN CONCEALED SPACES WHERE FIRE-REStSTIVE CONSTRUCTION OR DIAPHRAGM ACTION~ NOT REOUIREO 2_ THE SIZE ANO SPACING OF FASTENERS SHALL COMPLY WITH TI-IE CURRENT EOJTK)N OF THE CBC EXCEPT WHERE MODIFIED BY FIRE-RESISTIVE CONSTRUCTION FASTENERS SHAU. NOT BE SPACED LESS THAN 3/8 lNCH FROM EDGES ANO ENDS OF GYPSUM WALLBOARD FASTENERS AT THE TOP ANO BOTTOM Pl.ATES OF VERT.CAL ASSEMBLES, OR THE EDGES AND ENDS Of HORIZONTAL ASSEMBLIES PER~NOICULAR TO SUPPORTS ANO AT THE WAU LINE MAY BE OMITTED EXCEPT ON SHEAR-RESISTING ELEMENTS OR FIRE-RESISTIVE ASSEMBLIES FASTENERS SHAU BE APPLIED IN SUCH.A MANNER AS NOT TO FRACTURE THE FACE PAPER WITH THE FASTENER HEAD 0 WHEN GYPSUM t$ USED AS A BASE FOR TILE OR WAU PANELS F0A TUB SHOWER OR WATER CLOSET COMPARTMENT WALLS WATER-RESlSTANT GYPSUM BACKING BOARD SHAU BE USED E WATER-AESSTANT GYPSUM BOARD SHALL NOT BE USED IN THE FOLLOWING LOCATK:>NS· 1. OVER A VAPOR RETARDER 2. IN AREAS SU8JECT TO CONTINUOUS HIGH HUMIDITY. SUCH AS SAUNAS. STEAM OOMS 0A GANG SHOWER ROOMS 3 ONCEUNGSWHERE FRAME SPACNG E>CCEEOS 12 INCHESON CENTER F PROVIDE 518"GYPSUM WALLBOARO@ALL INTEAOA WALLS UNO ANO 112"' GYPSUM WALLBOARD@ ALL Ml:RIOR CEl.lNG SURFACES. U.NO G All GYPSUM WALJ..90AAO SHAU. HAVE THE FOLLOWING 1 AT JOINTS PROV!OE PERFORATED TAPE. BEDDING & TAP1NG COMPOUND FINISHED SMOOTH @ All JOINTS PAOVIOE BUL.l NOSED CORNERS@ AlL INTERJOR CORNEAS 2. FINISH· WALLS SHAU. HAVE A SMOOTH OR LIGHT ORANGE PEAL F1t,11SH 3. LNOLEUM MATERIALS, COlOR & FINISH SHALL BE SELECTED & APPROVED BY THE OWNER FLOOAING SUS.CONTRACTOA SrtAll FURNISH INSTALL & FINISH AU FLOORING WOAK TOBE TRUE & PLUMB INSTALL PER MANUFACTURERS NSTALATON INSTRUCTK)N'S 4 TLE FLOORING THE OWNER SHALL SELECT AU. FtOOR TLE & CCX.ORS All T11..E MATERIALS SHAU. BE INSTALLED "1.ATEX-PORTLAND CEMENT MORTAR SEr, "40 HANO-SET Tl.E APPUCATIONS WIU. BE AllOWEO CONTRACTOR SHAll SUPPLY ALL MATERIALS PREP AND INSTALL. 5 All AREAS& INSTALlALL CERAMIC TILE MATERIALS IN STRICT CONFORMANCE WITH THE LATEST EDITION OF THE AMERICAN TLE INSTITUTE. HANDBOOK FOR TILE INSTALLATION PROVIDE A WEEP SCREED FOR STUCCO AT THE FOUNOATl()N PLATE LINE A MINIMUM OF 4 ABOVE THE EAFITii OR 2· ABOVE PAVED AREAS WEEP SCREEDS SHALL BE a: A TYPE WHICH Will ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR Of THE ~------------------------i BUILDING. ELEVATION GENERAL NOTES ELEVATK)N LEGEND 20' SCALE: 1·. 10· 27.5' ELEVAJK>fll LEGEND TAG IN PROJECT '---EXT\ c:::::::J EXT 2 -EXT3 ~EXT• c=::JexT5 c::---'exr• -EXT 7 TAG N PROJECT TAG IN PROJECT TAG IN PROJECT AGIN PROJECT _,,LP, ELEVATION NOTES MATERIAL COLOO STUCCO LIGHT CREAM STUCCO TBO ROOf BlUE STONE LIGHT Gl=lEY STORE FRONT GLASS TBO AllUMINlUM TBO STUCCO TBO ALL 000A ANO WINDOW FRAMES MATERW. LOI.NEAS MATERIAL COLOO COLOR AACH!TECTUAA!. DOWNSPOUTS MATERIAL RAILINGS MATERIAL COATED ALUMINUM COLOR COl.00 IRON GREY SEE A 400'S FOFI ENLARGED UNIT PLANS MNFA TBO TBO TBO TBO TBO TBO TBO MNFR MNFR MNFA W<FR TBO SEE A 500'$ FOR ENLARGED l(fTCHEN PLANS ENLARGED BATHA(X)M PLANS ADA AND CLEAl=\ANCES All GYPSUM FNISH INTERIOR WALLS MAINTAJ,j LEVEL 3 FINISH SEE FINISH PL.AN FOR FINISH MATERIAL SEE A700 FOR EXTER~ WAll SYSTEM TAGS see A701 FOR Fl.OOA ANO ROOF SYSTEM TAGS Team 0 ::, ., z " Cl) w 0 c.meron Crocutt • Aschitect/Contracto, Uttra-lJM Atehitectural Studio 1 '327 Loma Avenue Long Beach. Calitornia 90604 t. 562 997.0971 e cameronOultra-OOll.com Dhid Choi • Structural Engineer David Chol and Au oda1ne 1327 Loma Avenue Long Beach. Callfomia 90804 l 562.382.8040 e davld@dca-s.e com Architect Stamp «-~s'f:.O AAc'½-> .::;(J ,,..,.,",-.-,,.n ~ Cll~fl t IP I •1-"l)JY 'q" ~~ ot•,~~\I ft-~ 0,:-CA\f·O "9""'°'1S ~ o5 e 0 • ,'! 0 N :::i <( CJ u.. u.. UJ -, J I <.) No. Description Dale SheetNa~ EXTERIOR ELEVATION -BUILDING 2 E/W S.°lee!NUTID81" A-202 Pro,ect~ 17-1230 Drawn By Author °""'°""' Checker Sc• 1/4" • 1'-0" , ~ :!l z I 'r ~ E ~ I iii t c3 I ~ i ;; ii ~ "-§ :rl a 'f. ~ ! " • 5 ~ z sl l :;; ~ ~ I I I I I I I I I I ::::D--------- 1 Elevation • BUILDING 2 · SOUTH .....:...,_,; 14-.1·-()" ,---J ___ ___ '---.L _,,-.,._ 7 2 Elevation • BUILDING 2-NORTH ..::./ ,,,.-.,.er ' A· 4 • • • r; '--' ■-:1 • :, • .. ., . • • • -------8 __, HEIGKT LIMITATION 30' ----cc BUIL0ING2 TO~~ -------,--_ BUILDING 2 L~IIJ_\f-~ BUILDING 2 -L~~ d-~ HEIGHT LIMITATION 30' BJII..Of\lG2-T.0~ ~ ~ .....L BUILDING 2 -ROOF ,r;e~: s ~·~ 6 I UILOING 2 -lE1\;. ~ ELEVATtON NOTES 1 EXTERIOR STUCCO A.. MATERIAl.$ & APPLICATON SHALL COMPl Y WITH APPUCABLE SECTIONSOf THE "HAN0900K OF RECOMMENDED SPECIFICATIONS FOR LATHWG FUc:iR!NG & PI.ASTERlNG" 8)' THE CALIFORNIA LATHNG PlASTERlt,/G CONTRACTORS ASSOC ANO CHAf>TEA 25, CBC EXTERK)A STUCCO COLORS TEXTURE ANO FINISH SHALL BE SELECTED ANO APPROVED BY OWNER 8 STUCCO LATH SHAU BE NAILED TO ALL STUDS ANO TOP ANO BOTTOM Pl.A TES C AU STUCCO SHALL BE PLUMB & EVEN WrTHN 118" N 10' STUCCO SHALL BE 3 CO-' TS W FlNAL COAT BEING A LATEX BASED COLOR COAT 2 GYPSUM WAI..LBOAAO (ORY'INAJ..l/ 518" A. ALL GYPSUM 'NAlLBOARO SHALL BE INST Al.LEO IN ACCORDANCE WJTH THE PROVISIONS Sc'" FORTH IN THE CURRENT EDITION OF THE CBC ANO APPUCABL£ AGENCIES B. GYPSUM WAU.BOARO SHALL NOT BE INSTALLED UNTI. WEATHER PROTECTION FOR THE NSTALLATION 1$ PAOVIOEO C SINGLE-Pl Y APPLICATION 1. AU EDGES MD ENDS OF GYPSUM WALLBOARD SHALL OCCUR ON TI-IE FRAMING MEMBERS. EXCEPT THOSE EDGES ANO ENOS THAT ARE PERPENDICULAR TO THE FRAMING MEUBERS ALL EDGES AND ENOS Of GYPSUM WALLBOARD SHALL BE IN MCOERATE CONT ACT EXCEPT IN CONCEALED SPACES WHERE ARE-RESISTIVE CONSTRUCTION OR DIAPt-tR.AGM ACTK>N IS NOT AEOUIREO 2. THE SIZE AND SPACING OF FASTENERS SHALL COM PL y WJTtl THE CURRENT EDITION OF THE C8C EXCEPT WHERE MODIFIED BY FIAE--AEStSTIVE CONSTRUCTION FASTENERS SHAL.l NOT 8E SPACED LESS THAN 3'8 INCH FROM EDGES ANO ENOS Of GYPSUM WAUBOAAO FASTENERS AT Tl-IE TOP ANO BOTTOM Pl.ATES OF VERTICAL ASSEMBLIES. OR THE EDGES AND ENDS OF HORIZONTAL ASSEMBLIES PERPENDICULAR TO SUPPORTS. AND AT THE WAlL LINE MAY BE Ot,,ITTED EXCEPT ON SHEAR-RESISTING ELEMENTS 00 FIRE•RESISTFVE ASSEMBLIES FASTENERS SHALL BE APPLIED IN SUCH A MANNER AS NOT TO FRACTURE THE FACE PAPER WITH THE FASTENER HEAD D WHEN GYPSUM IS USED AS A BASE FOR TLE OR WALL PANELS FOR TUB. St+OwER OR WA.TEA CLOSET COMPARTMENT WALLS WATER-RESISTANT GYPSUM BACKING BOARD SHAU. BE USED E WATER-RESISTANT GYPSUM BOARD SHALL NOT BE USED IN THE FOlLOWING LOCATIONS I OVER A VAPOR RETARD ER 2. IN AAEAS SUBJECT TO CONTINUOUS HIGH HUMIDITY. SUCH AS SAUNAS STEAM OOMS OR GANG SHOWER ROOMS 3 ON CEILINGS WHERE FRAME SPACING EXCEEDS 12 INCHES ON CENTER F ?AOVJOE 5/8" GYPSUM WALLBOARD O All INTERIOR WAUS U.N.0 ANO 112" GYPSUM WALLBOARO@ALL INTERIOR CELING SURFACES U.NO G. ALL GYPSUM WAlLBOAAO SHA.Ll HAVE THE FOLLOWING 1 AT JOINTS. PROVIDE PERFORATED TAPE 8E001NG & TAPING COMPOUND Ft-JISHEO SMOOlrt O ALLJOINTS. PROVIDE BUlL NOSED CORNERS® All MEAK:>A CORNERS 2 FINISH WALLS SHAU HAVE A SMOOnt OR LIGHT ORANGE PEAL FINISH 3 LINOLEUM· MATERIALS. COlOA: & FINISH SHALL BE SELECTED & APPROVED BY THE OWNER. A.OOAING SUS-CONTAACTOR SHALL FURN1SH fllSTAU.& FINISH ALL FLOORING WORK TOBE TRUE & PLUMB NSTA.LL PER MANUFA.CTURERS INSTAI.ATION INSTRUCTIONS 4 TILE A..OORING THE OWNER SHALL SELECT All FLOOR TN.E & COt..ORS AU. Tt.E MATERIALS SHALL BE INSTALLED 1.ATEX PORTLAND CEMENT MORT AA ser NO HANO-SEl TILE ApPllCATIONS Will BE Au.OWED CONTRACTOR SHAU. SUPPLY ALL MATERIALS. PREP ANO INSTALL 5. ALL AREAS & INSTALL AU. CERAM,C TllE MATERIALS IN STRICT CONFORMANCE WITH THE LA TEST EDITION OF THE AMERICAN TIL.E INSTITUTE HANDBOOK FOR TILE NSTAUATIQN PROVIDE A WEEP SCREED FOR STUCCO AT THE FOUND,t,TIQN PU. TE LINE A MINIMUM Of 4 ABOVE THE EARTH OR 2 A.BOYE PAVED AREAS WEEP SCREEDS SHALL BE Of A TYPE WHICH Will ALLON TRAPPED WATER TO ORA.!N TO THE EXTERIOR OF THE .-------------------------, BUILDING ELEVATION GENERAl NOTES SCALE: 1". 10· 20' 27.5' ELEVATION LEGEND TAG IN Pi=tOJECT MATERIAL COi.CA MNFA c::=:Jexr, STUCCO LIGHT CREAM TBO c:::::::;:J EX" ' STUCCO TBO TSO -EXT3 ROOF BLUE T80 c;;;;;;=:J EXT 4 STONE LJGHT GREY TBO c::::=:iexr, STORE FRONT GLASS TBO T80 c::=:Jexro ALLUMNIUM TBO TBO -EXT7 STUCCO TBO TBO All DCX)R AND WNOO'N FRAMES ELEYAJIQH LEGEND TAG IN PROJECT ~~~------___j COLOR MNFR TAG IN PROJECT TAG IN PROJECT AG IN PROJECT ~LP1 ELEVATION NOTES LOWERS MATERIAL Cot.OR ARCHITECTURAL. DOWNSPOUTS MATERIAL COLOR AAll..lNGS MATERIAL COATED ALUMINUM COt.00 IRON GREY SEE A 40IYS FOA ENlARGEO UNIT Pl.ANS MNFR MNFR MNFR TBO SEE A 500'S FOR ENLARGED KITCHEN Pl.ANS ENLARGED BA TriAOCIM PLANS ADA ANO CLEARANCES AU GYPSUM FINISH fl/TEAIOR WALLS MAINTAIN LEVEL 3 FINISH SEE FINISH PLAN FOR FINISH MA TERW. SEE A700 FOR EXTERIOR WALL SYSTEM TAGS SEE A701 FOR FlOOR ANO ROOF SYSTEM TAGS Team 0 ., z 0 .,, "' 0 Cameton Crockett • ATCl'lhect/Corvactor Uttra-Unlt Archltecnnl Slucfio 1327 loma Avenue Lang Beach.. Cailornaa 90804 I 562..997.0971 e camer~a-unil.COITI Dalrid Choi. StrucluraJ Engi,.., David C!'M)I ancl Associltese 1327 Loma Avenue Long Boach CallfOl'nwl 90804 I 562.362.80&0 e davd@dca-se.com Architect Stamp 'v~e;,f..O A,qclt_,,> ... v ~ ...., '''"''t:'ttr~'"" ; IP l1.:1u,; '.'t"" :;."(t' "',;-~~\J ~~ ():-CA~\y-O z ! o I N ~ :J g I ~ i ~ l ! 1l ~=========='....'::~ .§ _,, ~ No. Description Dare ~ ! ~==========~} Shee,Name EXTERIOR ELEVATION - BUILDING 2 SIN a § :::Sl>ee!=N=""'°"'=======~1 A-202.2 • ~ ' 17-1230 t------------til' Drawn By Author ~ t------------1:;; Cl>ecked8y Scale Checker o, 114• .1·-0· ~ I I I I I c= cc W- 6 "' ,-- l " -.J 1' Elevation -BUILDING 3 -NORTH -._./ 1,,-.. 1-(J" 2' Elevation -BUILDING 3 -SOUTH \.::,, 14• .. 1·..(}" ----13 • • • ·-'--C: :o, "' -~~- ■:z ■ -~~- T EE 0 ~ ,....__" 11 10 ._I .,_, EB 6 ~------6 6-----a, :::D HEIGHT LIMITAITON 30· ---1..._ BUILDING3-TO~ s BUil.DiNG 3 · ROOF ,°rrec: ~ "HANDBOOK OF RECOMMENDED SPEClflCATIONS FOR LATH,00 FURRING & PLASTERING· BV HE CALIFORNIA LATI-IING PLASTERING CONTRACTORS ASSOC SELECTED ANO APPROVED BY OWNER 8 STUCCO LATH SHAU BE NAILED TO AU STUDS AND TOP AND BOTTOM PLATES C AU STUC:CO SHALL BE PLUMB & EVEN Wl'TlilN 1 ·'8· N 10' STUCCO SHALL BE 3 COATS WI FINAL COAT BEING A LATEX BASED COL.QA COAT 2. GYPSUM WAl..lBOAAO (DRYWALL) 5-'8. A ALL GYPSUM WALLBOARD SHAU. BE INST Al.LEO N ACCORDANCE WITH THE PROVISONS SET FORTH IN THE CURRENT EOfTION OF THE CBC. AND APPLICABLE AGENCIES B GYPSUM WALLBOAflO SHALL NOT BE INSTALLED UNTL WEATHER PRO'TECTION FOR THE INST All.A TON S PROVIDED C SINGLE-PLYAPPLICATl()N 1 ALL EDGES ANO ENDS Of GYPSUM WALLBOARD SHAU OCCUR ON THE FRAMING MEMBERS. EXCEPT l'iO$E EDGES ANO ENOS THAT ARE PERPENDICULAR TO THE FRAMING MEMBERS AU EDGES ANO ENOS OF GYPSUM WAlLBO.\RO SHAU BE IN MODERATE CONTACT EXCEPT IN CONCEALED SPA.CES WHERE FIRE-RESISTIVE CONSTRUCTK)N OR OIAPHRAGM ACTKJN IS NOT REQUIRED 2. THE SIZE AND SPACING OF FA.STENERS SHAU COMPLY WITH THE CURRENT EDITION OF 1HE CBC EXCEPT WHERE MODIFIED BY FIRE-RES!STIVE CONSTRUCTION FASTENERS SHALL NOT SE SPACED LESS THAN 1'8 l"CH FROM EDGES AND ENDS Of GYPSUM WALLBOARD. FASTENERS AT THE TOP ANO BOTTOM PLATES Of VERTICAL. ASSEMBUES OR THE EDGES ANO ENOS OF HORIZONTAL ASSEMBLIES PERPEN04CIJLAR TO SUPPORTS. A.NO AT THE WALL LINE MAY BE OMITTED EXCEPT ON SHEAR.RESISTING ELEMENTS OR FIRE-RESISTIVE ASSEMBUES FASTEPIIERS SHAU BE APPLIED IN SUCH A MANNER AS NOT TO FRACTURE THE FACE PAPER WrTH THE FASTENER HEAD 0 WHEN GYPSUM IS USED AS A BASE FOR TILE OR WALL PANELS FOR TV8 SHOWER 0A WA.TEA CLOSET COMPARTMENT WALLS WATER-RESISTANT GYPSUM BACKING BOARD SHAI.L BE USED E WATER-RESISTANT GYPSUM BOARD SHALL NOT BE USED IN Tl-IE FOLLOWING LOCATIClNS. 1. OVER A VAPOR RETARDER 2 IN AREAS SUBJECT TO CONTNUOUS HIGH HUMIDITY. SUCH AS SAUNAS STEAM OOMS OR GANG SHOWER ROOMS. 3 OfllCEl.lNGS WHERE FRAME SPACING EXCEEDS 12 INCHES ON CENTER F PROVIDE 5.'8" GYPSUM WALLBOARD 0, All INTERIOR WALLS U.N 0 AND 117 GYPSUM WALLBOARD@ All INTERIOR CEll..fNG SURFACES U.NO G. All GYPSUM WAU.BOAAD SHAU. HAVE THE FOt.LOWING 1 AT ..OINTS PROVIDE PERFORATED TAPE. BEDD4NG& TAPING COMPOuNO FfNISHED SMOOTH@ALL -ONTS. PROVIDE BULL NOSED CORNERS @ All W"ERIOR CORNERS 2 FllllSH WALLS SHALL HAVE A SMOOTH OR LIGHT ORANGE PEAL FtNlSH 3. LINOlEUM MATERIALS. COLOR& FINISH SHALL BE SELECTED & APPROVED BY THE OWNER FLOORING SUS.CONTRACTOR SHAl..l FURNISH. INSTALL & FINISH ALL FLOORING WORK TO BE TRUE & PLUMB INSTAU. PEA MANUFACTURERS INSTALATON INSTRUCTIONS 4 Tl.E FLOORING THE OWNER SHALL SELECT All FLOOR Tl.E & COLORS. ALL TI.E MATERIAL$ SHALL SE INSTALLED LATEX-PORTLAND CEMENT MORT AR SET", NO HANO-SET Tn..E APPLICATIONS WU BE ALLOWED CONTRACTOR SHALL SUPPLY All MATERIALS PREP ANO INSTALL 5 ALL AREAS & INSTALL ALL CERAMIC TILE MATERIALS IN STRICT CONFORMANCE WrTH THE LATESl EDITK>N OF THE AMERICAN TILE INSTITUTE HANDBCX>KFOR TILE INSTALL.ATON PROVlOE A WEEP SCREED FOR STUCCO AT THE FOUNDATION PLATE LINE A MINIMUM OF 4 ABOVE THE EARTI--1 OR 2'" ABOVE PAVED AREAS. WEEP SCREEDS SHALL BE OF A TYPE WHICH WILLAU.(YtNTAAPPEO WATEATODRAlNTOTHE EXTERIOR Of THE ,--------------------------, BUILDING ELEVATION GENERAL NOTES SCALE: 1· = 10· 20' 27.5' ELEVATION LEGEND TAG N PROJECT MATERIAL COLOR MNFR ,---------, EXT1 STUCCO LIGHi CREAM TBD c:::=Je,rr, STUCCO TBD TBD -EXT3 ROOF BLUE TBD i=:::Je,rr, STONE LIGHT GREY TBD C=::Jexrs STORE FRONT GLASS TBD TBD HEIGHT LIMITAITON 30' c=--eXTe AlLUMINIUM TBD TBD BUlDWG3 ... 0~ s BULO!NG 3 · LE~\;. 4!. -EXT7 ~~•'.:'.LEV=AT=ION~L:'.:E~G~EN~P:._ ________________ ~ TAG IN PROJECT TAG IN PROJECT TAG IN PROJECT TVPE AG IN PROJECT 1 ~LP1 STUCCO TBD ALL DOOR ANO WINDOW FRAMES MATERIAi.. LOUVERS MATERIAL COLOR COi.OR ARCHITECTURAL OOWNSPQUTS MATERIAL COLOR APPl ~~ MATERIAL COi.OR TBD MNFR MNFR MNFR ~NFR EX]' )ATE~a -9YS1al Whde-'5()(791 Base 10030 Cl Pl.AN~XT.-nutwi AoNaro ·Rtwioceros-OE632,----- ELEYAT10N NOTES 3 SROQF rn . .EFOR ENlEXT ED I.JJ'MEOITERRANEAN BLUE BL.ENO-Gl-'G5 SPOT SEE A 500'S FOR ENLARGED KITCHEN Pl.ANS. ENLARGED BAlHRCX>M Pl.ANS ADA, ANO CLEARANCES "' ;~~~11>-~T]r~fc:J.x!.~ :.~.~~~'S:-oE;..~ SEE A700-FOA EXTERIOR WALL SYSTEM TAGS SEE A701 FOR FLOOR ANO ROOF SYSTEM TAGS ■ Team 0 ::, "' z 0 "' w 0 Cameron Crockett• Atchitect/Contractor Ultra-UM Arci'litectura, Studk> 1327 Loma Avenue Long Beach. ca/itoma 90904 I 562 997.0971 e eameron@litra-0011.eom David Chol • Slruct~ Engineer Olltid Chol and Associate. 1327 Loma Avenue Leng Beach. C8'dornia 90804 1. 562.382.eoco e davtd@dca.-se eom i ~ Architect Stamp <:-~s~o A,qc,y/.>- ~<.i ~ ♦ '\\11'c~tt',~ .. , ri ♦ ,Jl ti ~Ql9 '.'f' ~~ 11:1,~~;t" ~.$ Ol:-cA\.\fO w > z <( <( a. zo <( a. 0 => <( <( a=> co z a Cl) I Z ...J o-a: o I<( (")0 () C") 0 C") C") ...,_ . il 0 N :J <l'. ('.} LL LL w , ~ ~ ! No. Descnpoon Date --EXTERIOR ELEVATION - BUILDING 3 · SOUTH & NORTH _,_ A-203 .. __ 17-1230 0,.-.,,By Author Choc,ed By Checker Scaio 114• .1·-0· < ~ ii 8 ~ ~ ~ 'i' g i:! ~ j !, ~ S' j I I ~ • " <S ~ ! 8. f :!l § ~ hl a '"' l • 5 " ~ l ~ ~ fi § I I I I I I I ,.---.. p o::::~------- ,,.----, "---1_ 'J) ~!-:~!tion -BUILDING 3 -WEST 17 ..._,, T "' ;.. 3_' ~!.:~!lion -BUILDING 3 -EAST :.. "' □ :.. ;.. N 0 '" 4 6 0 _,,_ -',,. LI ~ ;.. N 4 .. ,-, 0.5' '-../ '-._..,, :...,,_.._,__ __ LI "' ;, LI ,- (._:) ~ ,-I L ---- □ 6 :.. ;.. N [] 6 ;, HEIGHT LIMITATION 30' ,-------cL) / / SULOINGJ T.0~ s BUILDING 3 ROOF ,c:~; s UR.DING l • LE1\~ iS ELEVATION NOTES 1 EXTERIOR SiUCCO ,._ MATERIALS& APPUCATJON SHAU COM PL V WITH APPUCABI.E SECTONS OF n,e "'HANOBOOK OF RECOMMENDED SPECIFICATIONS FOR LATHING FURRING & PLASTERING BY THE CALIFORNIA LATiilNG ?l.ASTEAING CONTRACTORS ASSOC AND CHAPTER 2S CBC EXTEROR STUCCO COt..ORS. TEXTURE AND FINISH SHALL BE SELECTED AND APPROVED BY OWNER B. STUCCO LATH SHAU BE NAILED TO All STUDS ANO TOP ANO BOTTOM PL.ATES C AU.STUCCO SHALL BE PlUMB & EVEN WITHIN 18" IN 10· STUCCOS~L BE3 C°'-TSW•FINAL COAT BEING A LATEX BASEDCOLOA COAT 2 GYPSUM WALLBOARD (ORYWALLI 5!8" A. Alt. GYPSUM WALLBOARD SHALL BE INST"1..LED N ACCORDANCE WfTHTHE PAOVISONS SET FORTH JN TI-IE CURRENT EDITION Of TI-IE CBC. ANO APPI.ICABlE AGENCIES B. GYPSUM WAL.lBOAAO SHALL NOT BE INST Al.LED UNTl. WEA THEA PROTECTKJN FOR n-tE INSTALLATK'.>N S PROVIDED C SINGl.E·PL Y APPUCATION 1 AU EDGES ANO ENOSOf GYPSUM WALLBOAAO SHAU.OCCUR ON THE FRAMING MEMBERS. EXCEPT THOSE EDGES AND ENDS THAT ARE PERPENDICULAR TO THE FRAMING MEWEAS ALL EDGES ANO ENDS OF GYPSUM WALLBOARD St-tAll. BE IN MODERATE CONTACT EXCEPT IN CONCEALED SPACES WHERE FIRE-RESISTIVE CONSTRUCTl()N OR DIAPHRAGM ACTION IS NOT REQUIRED 2. THE SIZE ANO SPACING OF FASTENERS SHAU COMP\. Y WITH THE CURRENT EDITION Of THE CBC EXCEPT WHERE MODIFIED BY FIRE·RESlSTIVE CONSTRUCTK>N FASTENERS SHAU. NOT BE SPACED LESS THA.N 3/i INCH FROM EDGES ANO ENOS OF GYPSUM WALLBOARD FASTENERS AT THE TOP AND BOTTOM PlATESOF VERTlCALASSEMBllES. OR THE EDGES AND ENOSOFHo:tlZONTAL ASSEMBUES PERPENDICULAR TO SUPPORTS. ANO AT THE WALL LINE MAY BE OMITTED EXCEPT ON SHEAR-RESISTING ELE.MENTS OR FIRE-RESISTIVE ASSEMBUES. FASTENERS SHALL SE APPltED IN SUCH A MANNER AS NOT TO FAACTURE THE FACE PAPER WITH THE FASTENER HEAD D WHEN GYPSUM 6 USEC AS A BASE FOR TILE OR WALL PANELS FOR TUB, SHOWER OR WATER CLOSET COMPARTMENT WALLS. WATER-RESISTo\NT GYPSUM BACKING BOARD SHALL BE USED E WATER·RE5lSTANT GYPSUM BOARD SHALL NOT BE USED IN THE FOLLOWING LOCATIONS 1 OVER A VAPOR RETARDER 2. IN AREAS SUBJECT TO CONTINUOUS HIGH HUM!OITY SUCH AS SAUNAS. STEAM OOMS OR GANG SHOWER ROOMS 3 ON CEILINGS WHERE FRAME SPACING EXCEEDS 12 INCHES ON CENTER. F PROVIDE S,'8" GYPSUM WALlBOAAO@AlL INTERIOAWAU.SU.NO AND 112" GYPSUM WAU.BOAAO O AU. INTER OR CEILING SURF ACES, UNO G All GYPSUM WALLBOARD SHAU HAVE THE F~OWING 1. AT ..otNTS: PROVIDE PERFORATED TAPE. BEDDING & TAPING COMPOUND FJIIISHEO SMOOTH @ALL JOINTS PROVIDE BULL NOSED CORNERS C, ALL fNTERIOR CORNERS 2 FINISH· WALLS SHALL HAVE A SMOOTH OR LIGHT ORANGE PEAL FINISH 3. LINOLEUM. MATERIAlS, COLOR & FINISH SHAU BE SELECTED & APPROVED BY THE OWNER FLOORING SUB-CONTRACTOR SHALL FURNISH INSTALL. & FIN<SH AU FLOORING WORK TO BE TRUE & PLUMB INSTALL PER MANUFACTURERS ffiTAL.ATION INSTRUCTIONS. 4 TILE FlOORING THE ONNEA SHAU SELECT ALL FlOOc::t TILE & COLOFIS All TILE MA. TEAIALS SHALL BE INSTALLED 1.ATEX• PORTLAND CEMENT MORTAR ser NO HAND-SET TILE APPLtCATIONS WU BE ALLOWED CONTRACTOR SHALL SUPPLY ALL MATERIALS, PREP ANO INSTALL 5 ALL A.REAS & INSTALL All CERAMIC TILE MATERIALS IN STRICT COOFORMANCE WfTH niE LATEST EDITION OF Tt!E AMERICAN TllE NSTrTVTE HANDBOOK FOR TILE IN$TAUATION PROVIDE A WEEP SCREED FOR STUCCO AT THE FOUNDATION Pl.A TE LINE A MINIMUM OF 4-ABOVE THE EARTH OR 7 ABOVE PAVED AREAS WEEP SCREEDS SHALL BE Of Team 0 :::, CD z " ., w 0 Cemeron Crockett• Atchhect/Contntc101' uttra--Unit Archtt.ctural StudtO 1327 Loma Avenoe Lo,g Beach CaJ~oo.a 90804 I. 562.997.0971 e carneroo@utlra-ool1 com David Choi -StructW'tl EnginHI' David ChOI and Assoclatese 1327 Loma Av&nl.ll! Long Beach_ CalilOfnsa 90804 I. 562_382 !9040 e davld@dca·U com ~-------------------------1 :J~6~~HICH WU ~OW TRAPPED WATER TODRAIN TO THE E.XTER~ Of THE ELEVATION GEHERAt NOTES HEIGHT LIMITATION 30' BUILDNG3·10.~ ~ ELEVATION LEGEHP ELEVATION LEGEND TAG IN PROJECT .----, EXT1 c:::=:::::JEXT> -EXT3 c:::=::]EXT• c::=::JEXT5 [=::::JEXT6 -EXT7 TAG IN PROJECT TAG IN PROJECT TAG 1N PAOJECi AG IN PROJECT MATER1Al STUCCO STUCCO ROOF STONE STORE FRONT GLASS ALLUMINIUM STUCCO 20' COLOR SCALE: 1· = 10· 27.5' MNFR UGHTCAEAM TBO TSO TSO BLUE TBO LIGHT GREY TBO TBO TBO TSO TBO TSO TBO All DOOR ANO WINDOW FRAMES MATERIAL LOUVERS MATERIAL COLOR COLOR ARCHITECTURAL. DOWNSPOUTS MATERIAL COLOR RAIUNGS MNFA MNFA MNFR MATERIAL COt.OR MNFA Date ~ ! ~=========' ~Name ~ ~ EXTERIOR ELEVATION· BUILDING 3 -WEST ~ & EAST i COA TEO ALUMINUM IRON GREY TBD ~====================:::: R ~Number l 1---ELEV_/l]JON_NOTES-----~ A-203 . 2 i SEE A 400'5 FOR ENLARGED UNIT Pt.ANS SEE A SOO'S FOR ENLARGED KITCHEN Pl.ANS. ENLARGED BATHROOM PL.ANS. ADA. ANO Ct.EAR.ANGE$ ALL GYPSUM FINISH INTERIOR WALLS MA.INTAIN LEVEL 3 FN1$H SEE FINISH PLAN FOR FINISH MATERIAL SEE A700 FOR EXTERIOR WALL SYSTEM TAGS SEE A701 FOR FLOOR ANO ROOF SYSTEM TAGS 17-1230 I-----------~ Drawn By Chod<ed s, Checker Scale 1/4" • 1 ·-0· ~ I I I I I I I ,-.. 28 I '3' ~!-~~:,tion -CUSTOM HOUSE NORTH 0 -, /-, 21 22 __, '---., :r--- _L_ ,- -,-._, '1 Elevation -CUSTOM HOUSE -SOUTH .__ 14•.1-rr 0 ,,-. .,--. 2• ' 25 1r '----' "' 4 1.r;; __, .,--. 27 0--------------■ ;-.+--------------• ,,-. 28 / HEIGHT LIMITATION 30' ~ / /CUSTOMHOUSE~ ROOf .--., ,,. 23-rr -, CUSTOM HOUSE ROOF ~.--.~E~: S CUSTOM HOUSE LEVEL J'.;~ ELEVATION HOT~ 1 EXTERIOR STUCCO A. MATEAIAl.S & APPLICATl()N SHAU COMPl. Y WITH APPLICABI.E SECTIONS OF THE "HANDBOOK OF RECOMMENDED SPECIFICATIONS FOR LATHING. FURRING & PLASTERING" SY THE CAUFORNIA LA THING PLASTERING CONTRACTORS ASSCX:: ANO CHAPTER 25. CBC EXTEAOA STUCCO COLORS TEXTURE AND FNISH SHALL BE SELECTED ANO APPROVED BY OWNER 8 STUCCO LATH SHALL BE NALED TO AU STUDS ANO TOP ANO BOTTOM PLATES C. All STUCCO SHAu. BE PLUMB & EVEN WITHIN 1 lf" IN 10' STUCCO SHALL BE 3 COATS W FNAL COAT BEING A LATEX BASED COLOR COAT 2 GYPSUM WALLBOARD {OAYWAU.) 5!8" A. ALL GYPSUM WALLBOARD SHAU. BE INSTAUEO IN ACCORDANCE WITH THE PAOVISONS SET FORTH IN THE CURRENT EDITION OF THE CBC ANO APPLICA.BLE AGENCIES. B GYPSUM WALLBOARD SHALL NOT BE INST AU.ED UNTIL WEATHER PROTECTION FOR THE IIISTAUATKJN IS PROVIDED C SINGLE-PlY APPLICATION I. All EDGES MD ENOS OF GYPSUM WAI..LBOAAO 5HAL1 cx;cUA ON THE FRAMING MEMBERS EXCEPT THOSE EDGES ANO ENDS THAT ARE PERPENDICULAR TO THE FRAMING MEMBERS All EDGES ANO ENDS Of GYPSUM WA.LL.BOA.RD Si.tAU. BE IN MODERATE CONTACT EXCEPT N CONCEALED SPACES WHERE ARE-RESISTIVE CONSTRUCTION OR 01APHRAGM ACTION IS NOT REQUIRED 2 THE SIZE ANO SPACING OF FASTENERS SHAU. COMPLY WITH THE CURRENT eorroo OF THE CBC EXCEPT WHERE M001FIED BY FIRE-RESISTIVE CONSTRUCT ON FASTENERS SHAU NOT BE SPACED LESS THAN 318 INCH FROM EDGES ANO ENOS OF GYPSUM WALLBOARD. FASTENERS AT THE TOP ANO BOTTOM PLATES OF VERTICAl ASSEMBLIES, 0A THE EDGES ANO ENOS OF HORIZONT Al ASSEMBLIES PEAPENDICUlAA TO SUPPORTS, ANO AT THE WALL LINE MAY BE OMITTED EXCEPT ON SHEAR-REStSTWG ELEMENTS OR FIRE-RESIST NE ASSEMBUES. FASTENERS SHALL BE APPLIED IN SUCH A MANNER AS NOT TO FRACTURE THE FACE PAPER WITl-t THE FASTENER HEAD 0 WHEN GYPSUM IS USED ASA BASE FOR TLE OR WALL PANELS FOR TUB. SHOWER OR WATER CLOSET COMPARTMENT WALLS WATER-RESISTANT GYPSUM BACKING BOARD SHALL BE USED E. WATEA-RES~TANT GYPSUM BOARD SHAU. NOT BE USED IN THE FOUO'NING LOCATIONS 1 OVER A VAPOR RETARDER 2. IN AREAS SUBJECT TOcomNUOUS HIGH HUMIDITY, SUCH AS SAUNAS. STEAM OOMS OR GANG SHOWER ROOMS 3. ON CEILINGS WHERE FRAME SPACING EXCEEDS 12 NCHES ON CENTER. F PROVOE 518" GYPSUM WALLBOARD@ ALL HTERIOR WAL.LS U.N 0 ANO l'2"'GVPSUM WALLBOARD@All INTERIOR CEILING SURFACES. U.NO G ALL GYPSUM WALLBOARD SHALL HAVE THE FOLLOWING 1. AT .K)MS: PROVIDE PERFORATED TAPE, BEDDING & TAPING COMPOUND Ft,/ISMED SMOOTH @All JOINTS. PROVIDE BULL NOSED CORNERS@AU INTERIOR CORNERS 2 FINISH: WAU.S SHALL HAVE A SMOOTH OR LK'iHT ORANGE PEAL FJ,.JtSH 3. LINOLEUM: MATERIALS COLOR & FINISH SHAU. BE SELECTED & APPROVED BY THE OWNER. FLOORING SUB-CONTRACTOR SHAU FURNISH NSTALL & F!NJSH All FLOORING WORK TOBE TRUE & PLUMB INSTALL PER MANUFACTURERS INSTAL.ATK>N INSTRucn::,,,rs. 4 TILE F .. OORJNG THE OWNEf.l SHAU SELECT ALL FLOOR TILE & COLORS. ALL TLE MATEAIAL.S SriAll BE INSTALLED "l.ATEX-PORTLAND CEMENT MORTAR ser, NO HANO-SET TILE APPLICATIONS WIU BE AllO'NED CONTRACTOR SHALL SUPPLY ALL MATERIALS PREP ANO INSTAU 5 AU. AREAS4 t,1$TAU AU CERAMIC TILE MATERIAL.SIN STRICT CONFORMANCE WITH THE LATEST EDITION OF THE AA-IERICAN TLE INSTITUTE. HANDBOOK FOR TILE INST ALLA TON. PROVIDE A WEEP SCREED FOR srucco AT THE FOUNDATION PLATE LINE A MINIMUM OF <l ABOVE THC EARTH OR 2"" ABOVE PAI/ED AREAS WEEP SCREEDS SHALL BE Of A TYPE WHICH WU ALLOW TRAPPED WATER TO ORA~ TO THE EXTERIOR OF THE ------------------------4su1.01NG --,----, CUSTOM HOUSE -ROOF 23'-(r ~ CUSTOM HOUSE LEVEL 2 13 -o· CUSTOM HOUSE LEVEL 1 3· o· ELEVATK>N GENERAL NOTES ELEVATK)N LEGEND O' 5' EL~a!!Q.tt LEGti!:iO TAG N PROJECT .___ EXTl c:;:::::J EXT 2 -EXT3 c:::::::::J EXT 4 l==::::JEXT5 C:::=JEXT6 -EXT7 TAG IN PROJECT TAG ,-, PROJECT TAG IN PROJECT AGIII PROJEC1 -RLP1 ELEYATK>N NOTES SCALE: 10' 20' 27.5' MATERIAL COi.QA STUCCO LIGHT CREAM STUCCO TEO ROOf BLUE STONE LIGHT GREY STORE FRONT GLASS TED ALLUMINIUM TBO STUCCO TBO ALL DOOR ANO WINDOW FRAMES MATERIAL COi.OR LOUVERS CQOR ARCHITECTURAL OO'NNSPOUTS MATERIAL COlOR RA~INGS MATERlAl COA TEO ALU~IINUM COLOR IRON GREY MNFR TBO TSO TBO TED TBO TBD TSO MNFR MNFA MNFR MNFf.l TBO SEE A 400'S FOR ENLARGED UNIT PLANS 1·. 10' SEE A SOO'S FOR ENLARGED KITCHEN PLANS ENLARGED BA TH ROOM PLANS ADA AND CLEAAANCES ALL GYPSUM FINISH INTEAK>R WALLS MAINTAIN LEVEL J FINISH SEE FINISH PLAN FOA FINISH MA TEAIAL SEE A700 FOR EXTERIOR WALL SYSTEM TAGS SEE A701 FOR flOOR ANO R<X>F SYSTEM TAGS Team 0 ... ::, ., % 0 ., w 0 cama,on Crockett • Archhect/Contraccor Ultra-Unit Arc:hi1ecturat Studio 1327 Lorna Avenue Leng BNch. caJiforna 90604 L 562.997.0971 e cameron@lllra-unc.com Davkt Choi. Structural Engineer DavkS ChOi and Assodlltese 1327 Loma Avenue long Beach, Callforn1a 9080,,. l S62.362.80<l0 e davd@dca-se.com Architect Stamp 'v~s~o AJ:?c,c,,/> ..._CJ t<"'('J ♦ I '~(~1;,,t,-1~ ♦ tll~ /\ IIO:;~;~Q f<-~"l: ~Qt-CA\)fO a .. ....,, No. Descript1on Shee\Name EXTERIOR ELEVATION- "' i 0 . is 0 N ::::i <l'. 0 u.. u.. w -, Date CUSTOM HOUSE S/N Sheet N""°"' A-204 ,,, __ 17-1230 Drawn By Author °""""'"' Checker -1/4" • 1'·0" ~ ~ ii ~ ~ < 2 7 ~ ~ ~ I ~ I 1 ~ 1 ~ ! & f 5 a ~ ~ ~ j '\ ~ " z i? ~ !l I! 1j § I I I I I I I b I y ___,, 1 . Elevation • CUSTOM HOUSE WEST .._,,. 1.c~-1'-0" rr b ;.. I A '-_,I '2 1 Elevation · CUSTOM HOUSE EAST '-../ 1,· .. 1 -0" ,-.... w \._, ,-,. s ____, ,___L_ ,--- ----.. V '- • • • 2r • • • :0 in ' • • • • • • r\ ~I • ~, ,. 0 • . , "' .. • :, •:~• • • • :"■ • • . • ;,■ • • . :". • • ---1....) --<-L. LEVEL 13·; ~ ----.----- LEVEL -o' 6, ELEVATION HQ!§ 1. EXTERIOR STUCCO A. MATERIALS & APPLICATION SHALL COMPl.YWfl'HAPPl.lCABLE SECTIONS Of THE "HANDBOOK OF RECOMMENDED SPECIFICATIONS FOR LATHING FURRING & PLASTERING" BY THE CALIFORNIA LATHING. PLASTERING CO,ITRACTORS ASSOC ANO CHAPTER 25 CBC EXTERIOR STUCCO COLORS TEXTURE ANO FlNISH SHALL BE SELECTED AND APPROVED BY OWNER B STUCCO LATH SHALL BE NAILED TO All STUDS ANO TOP ANO BOTTOM PLATES C All STUCCO SHAU BE PLUMB & EVEN WrTHIN 118" N 10' STUCCO SHALL BE 3 COATS W FINAL COAT SEJNG A LATEX BASED COLOR COAT 2 GYPSUM WALL30ARD {DRYWALL) 518" - A AU GYPSUM WALLBOARD SHALL BE INSTALLED--. ACCORDANCE WITH THE PROVISIONS SET FORTH IN THE CURRENT EDITION Of THE CBC ANO APPLICABLE AGENCIES. B GYPSUM WALLBOARD SHAU NOT SE WSTALLEO UNTIi.. WEATHER PROTECTION FOR THE INSTAll.ATION IS PROVtOEO C SINGLE-PLY APPLICATION 1 ALL EDGES AND ENDS OF GYPSUM WALLBOARD SHALL OCCUR ON THE FRAMING MEMBERS, EXCEPT THOSE EDGES AND ENDS THAT ARE PERPENDICULAR TO THE FRAMING MEMBERS ALL EOOES ANO ENOS Of GYPSUM WAllBOARO SHALL BE IN MODERATE CONT,.CT EXCEPT IN CONCEALED SPACES WHERE FrRE-RESISTrvE CONSTRUCTl()N 0A 01'-PHRAGM ACTION tS NOT AEOUfREO 2 THE SIZE ANO SPACING OF F"5TENEAS SHAU. COMPl Y WITH THE CURRENT EDITION Of THE CBC EXCEPT WHERE MOOIFlEO BY FIRE-RESISTIVE CONSTAUCTIC>N FASTENERS SHALL NOT BE SPACED LESS THAN 3/8 INCH FROM EDGES ANO ENDS OF GYPSUM WALLBOARD FASTENERS AT THE TOP ANO BOTTOM PLATES Of VEATlCAl ASSEMBLIES, OR THE EDGES ANO ENDS Of HORIZONTAL ASSEMBLIES PERPENDICULAR TO SUPPORTS. AND AT THE WALL LINE MAY BE OMITTED EXCEPT ON SHEAR-RESISTING ELEMENTS OR FIRE-RESISTIVE ASSEMBLIES. FASTENERS SHALL SE APPLIED IN SUCH A MANNER AS NOT TO FRACTURE THE FACE PAPER WITH THE FASTENER HEAD 0 WHEN GYPSUM IS USED AS A BASE FOR Tl.E OR WALL PANELS FOR TUB. SHO'NER OR WATER CLOSET COMPARTMENT WALLS. WATER-RESISTANT GYPSUM BACKNG BOARD SHAU BE USED. E WATER-RESIST,6,NT GYPSUM BOARD SHAU. NOT BE USED N THE FOLLOWING LOCATJONS I OVER A VAPOR RETARDER 2 IN AREAS SUBJECT TO CONTINUOUS HIGl-t HUJ..l'IOITY. SUCH AS SAUNAS. STEAM OOMS 00 GANG SHO'NER ROOMS 3 ON CELINGS WHERE FRAME SPACING EXCEEDS 12 INCHES ON CENTER F PROVIDE 518~ GYF'SUM WALLBOARD O All INTERIOR WAU S U.NO. ANO 1TGYPSUMWAl.LBOARO@ "Ul"fTEAIORCEIUNG SURFACES. U.NO G AU. GYPSUM WAJ..LBOARO SHALL HAVE THE FOi.LOWiNG . 1 AT JOINTS PROVIDE PERFORATED TAPE. BEDDING & TAPING COMPOUND FINISHED SMOOTH@ ALL JOINTS AAOVIOE BULL NOSED CORNERS@ AU MERIOR CORNERS 2. FINISl-t WAU.S 51-fAU HAVE A SMOOTH OR LIGHT ORANGE PEAL FlNISH 3. LINOlEUM MATERIALS COLOR & FINl$1-t SHALL BE SELECTED & APPROVED BY THE OWNER FLOORING SUB-CONTRACTOR SHALL FURNISH. INSTA1.L & FINISH AU FLOORING WORI< TO BE TRUE & PLUMB INSTALL PER MANUFACTUAERS INSTALATIC>N INSTRUCTIONS 4 TLE FLOORING THE OWNER SHAU SELECT All A.OOR TIL.E & COLORS ALL TtLE MATERIALS SHAU BE INSTALLED "t.ATEX· PORTLAND CEMENT MORTAR SEr, NCI HAND-SET Tl.£ APPLICATIONS Will BE ALLOWED CONTRACTOR SHAU. SUPPL.Y ALL MATERIALS. PRE~ ANO NSTAU.. 5 ALL AREAS a,. INSTAU. All CERAMIC TllE MATERIALS IN STRICT CONFORMANCE WITH THE LATEST EDITION Of' THE AMERICAN TLE INSTITUTE HANDBOOK FOR TILE INSTALLATION PROVIDE A WEEP SCREED FOR STUCCO AT THE FOUNDATION Pl.ATE LINE A MINlMUM OF 4 ABOVE THE EARTH OR Z' ABOVE PAVED AREAS WEEP SCREEDS SI-IALl BE OF A TYPE WHICH WU ALLOW TRAPPED WATER TO DRAih TO THE EXTERIOR OF THE ~------------------------; BUILDNG ELEVATION GENERAL MOTES 0:: HEIGHT LIMITATION 30' CUSTOM HOUSE ~~ s ELEVATIQH l£GEHP L ·s ' / / SCALE: 1" a 10' 20' 27.5' ELEVATION LEGEND TAG IN PROJECT Em c::::::::::i EXT 2 -EXT3 ~ EXT • c:::::J EXT 5 c=-EXT6 -EXT7 TAG IN PROJECT TAG IN PROJECT TAG IN PROJECT AG NPROJECT -RLPI ELEYATK>lf NOTES MATERIAL COLOR STUCCO LIGHT CREAM STUCCO TBO ROOF BLUE STONE UGHTGREY STORE FRONT GLASS TBO AUUMINIUM TBO STUCCO iBD ALL DOOR ANO WINDOW FRAMES LOUVERS MATERIM. COLOR COLOR ARCHITECTURAL DOWNSPOUTS MATERIAL RAU<GS MATERIAL COATED ALUMINUM COLOR COLOR IRON GREY SEE A 400'S FOR ENLARGED UNIT PLANS M'IIFR TBO TBO TBO TBO TBO TBO TBO MNFR MNFR MNFR MNFA TBO SEE A 500'S FOR ENLARGED KITCHEN PLANS. EM.ARGEO BA TH ROOM Pi.ANS. ADA ANO CLEARANCES All GYPSUM FINISH INTERIOR WALLS MAMAIN LEVEL 3 FNISH SEE FINISH PLAN FOR FINISH MATERIAL SEE A700 FOR E)(TERK>A WALL SYSTEM TAGS SEE A701 FOR FLOOR AND ACX>f SYSTEM TAGS Team 0 :, CD z 0 fl) "' 0 Cameron Croc""n • Architect/Conl:ractor 1.Jttra-Unit Alc:hitect1Xal Sludio 1327 loma A11enua Long Beach. Cai!omia 9060,l I 562.997 0971 e cameron@ullra-unrt.com o.vid Chol· Structural Engineer David Chol and Assoc;.tne 1327LomaAvenue Long Be.dl. Califorr.a 90804 I 562382_8(),t() e.davo@ldca-se.com Architect Stamp "-'~st;;.O Alic~/.>- ~(j ~ ♦ I IW'c~iW~lJ t ~ 111-"'f)l'I ,:S .,.'<' ... ~~-1<-"" 0,:-CA\..,fO w > z <( <( 0... zu <( ::J 0... 0 a <( <( ::J c:::i z 0(.f) I Z ....J u -a: o I<( ('1)0() ('I) 0 ('I) ('I) • 1l i J ~ ........... O> i 0 0 N :::i <( ('.) u.. u.. UJ ""') No. Description Date $1-,Nam, EXTERIOR ELEVATION CUSTOM HOUSE W/E St'81HNumber A-204.2 ... __ 17-1230 Ofawn By Author C,-.C,By Checl<er -1/4" = 1'-0" l: ~ z I i fl ~ • 2 ¥ ~ e < 8 ~ I 1 ~ i 1l • ~ /5 ~ I i ti ~ fl I j i ~ " l 0 ::! ~ ~ VOLUME ISSUE 1 OF: 1 Architecture I I I Vinicity Map 11712019 4 58:11 PM L_ OVERVIEW 330 CH"'40.J~ AVE LONG BEACh CA 9080' APN 206-020-11-00 ZONE RC.M R23 OCCUPANCY R 2 TYPE V-BCONSTRUCTIC)NW A.J'TO S?ANl<.l.EREOPER ~FPA 13 LOT COVERAGE '"'OTAI.. LOT AREA 19.250 SOFT to~ TOTAl OEVEl.OPA&.E ACREAGE 15278SOfT UNIT 7 PROPOSEO DWELLING OENSfTY 159PERACRE MNIMUM BUILDING SEPEAATEION 10h. BULONGAREA 11.HIOSOFT Fl~T 6.267 SOFT SECOND •02350f'T AU.OWAa.E LOT COVERAGE 0 06 LOT TOT~ COVERAGE 6267 1 ll250-0.l3 LANDSCAPE 3838SOFT PERCENTNJE TO BE LA",:0$CAPEO , . .,., PRfYATE RECREATIONAL SPACE. MJillMUM TOTAL AREA PER UNtT eo SOFT NUMBER Of UNrT 7 MIPll!MUM OWENTION G~NOLEVEL 6 x 10 AREA REQUIRED 420SOFT AREA PAO\IIDEO l.S2eSOfT SITE QUALIFICATIONS ALLOWAB..E MAXHEtGHT 2" Wm-I Fl.AT ROOF 30 WITH 3" 1T PITCHED A00F PROPOSED MAX HBGHT 27 -T REOO SIOEYARO SETBN;I( • AEOO FRONTVARD SETBACK "' REOO REAR YARD SETBACK 10' AUOWABl.E PROJECTIONS • PAJlKING DWELLING U"'-JTS • 1 E.XJSTING UNITS DEMOED • 1 PARKNG REOUIREO STUDIO NUMBER Of UNT 2 SPCAE PER \J'IIIT 1.5 111eU1 t covered a.pec.e TOTAL 3 alust2c:ov•ei:Jspace 28R• NUMBER Of UNIT 5 SPACE PER \J'llfT 2 TOTAL 10 (One two-car garage or two MPtfa.11!1 one-cw ga,rag,t 01 a one-ca, garage and a c:ov.ecl 01 Ul"COYel'ed park#ig SplC:!Rpe.'U'lill GUEST PARKNG NUMBEFIOFUNTT 7 SPACE PER UNIT 0.3 TOTAL 21 HANDICAP PARKNG. 1 PARK-«i REQUIRED. 16 PARKNG PROVl)ED.16 SCOPE, NEW ~STRVCTON OF FOOR lWO STORY MUI.. T ·F'At.-lll Y OWEUJNGS WfTH 7 UNITS rTEMS ON SEPERATE PEAMrTS EXISTNG UNfTS SITEWORI(. A°"O PlM'TNG TO SE OEUOUSHEO SIGNAGE. DESIGN Issue Date Proiect: Ong,nal Issuance BU IL D 01 /09/19 17-1230 330CHINQUAPIN 330 CHINQUAPIN AVE CARLSBAD CA --------------~ I I I I I ARCHrTECTURAL SYMBOLS LEGEND BUii.DiNG $ECTON REFERENCE WALL SECTQ.I REFERENCE DETAIL ELEVATON REFERENCE NTERIOR ELEVA.TON REFERENCE EXTERIOR ELEVATION REFERENCE OET AIL CALLOUT Olr.lEll;SX)N UNE CENTERLINE GAIO LABEL • NEW GRID LABEL· EX!ST/NG r- ELEVATION LABEL EXTEAK>A SYSTEM TAG INlcRIO!l PARTrTION TYPE TAG WINDOW TAG CURTAIN WALL TAG STOREFRONT TAG SPOT ELEVATIC>N OOORT.AG ROOM TAG ~ AREA TAG CEILING HEIGHT ~ TAG FINISH TAG VIEW REFERENCE KEYNO·e ANO LEADER· TYPE 1 KEYNOTE AND LEAOER- TYPE 2 REVISON CLOUD ANO TAG NORTH ARROW GRAPHIC SCALE o· 2' 4' A e, ~ ,......_ I " ~ .. ~• xf' •> . ·0 · . @TYP 1, Xh e e ~ 100'-()" ROOM NAME ~ ~ G ~ #I X-### F15 07 2700 -SHEET WATERPROOFING 8' I - SCALE: 1/4" • 1"-0" 16' ~ 02 -000 · ARCHITECTURAL SYMBOLS \_,, NoScale 1 CODES ALL WORK PERFORMED SHALL CONFORM TO THE APPUCABl.E LAWS INCLUDING BUT NOT LIMITED TO Tl-IE LATEST ADOPTED EDITIONS OF 1. 2016CBC 2. 2016CFC 3 2016CEC < 2016CMC 5. 2016CPC 6 TITLE H, CALIFORNIA 8UILOING COOE CALIFORNIA FIRE C00E CALIFORNIA ELECTRICAL CODE CALIFORNIA MECHANICAL CODE CALIFORNIA PLUMBING CODE CALIFORNIA CODE Of REGULATIONS 2 DOCUMENTS & NOTFV ARCHITECT PROMPTLY 3 BEFOAE COMMENCING WORK IF KNOWN OF ERRORS OMISSIONS. & OISCREPANCtES CONTRACTORS SHAU REVIEW CONSTRUCTK)N ANY ERRORS OO!SSJONS DISCREPANCIES N Tl-lESE CONSTRUCTK>N DOCUMENTS OR OF ADVERSE J08 CONDrTONS. THE GENERAL CONTRACTOR IS RESPONSIBLE FOA THE RE SUL TS Of SUCH ERRORS OMISSONS DISCREPANCIES OR CONOrrlONS NOT RE.PORTED IN WRITWG TO THE ARCHITECT 3 ORGANIZATION 00 NOT CONSTRUE THESE lX>CUMENTS AS AN ATTEMPT BY THE ARCHITECT TO ESTABLISH CONTRACT LIMITS BETWEEN THE QINNER & THE CONiRACTORS 4 ESTABLISH CONTRACT LIMITS BETWEEN Tl-IE OWNER & THE CONTRACTORS PRACTICES OF THE TRADE.. A THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDNATING THE WORK OF All TRADE B TliE TERM "CONTRACTOW AS USED HEREIN & ON THE DRAWINGS SHAU ALSO BE APPt.JCABLE TO EACH SUBCONTRACTOR AS REQUIREMENTS PERTAIN TO HIS TRADE 5 BEFORE COMMENCING WORK. EACH SUBCONTRACTOR SHALL VERIFY MEASUREMENTS. LINES. GRADES, LOCATIONS. & DETAILS OF EXISTING FtELD CONDfTl()NS a NOTIFY THE CONTRACTOR Of ANY DISCREPANCIES STARTING OF WORK BY A SUBCONTRACTOR DENOTES THAT THE UNDERSURFACE HAS BEEN INSPECTED a IS APPROVED BY THE SUBCONTRACTOR 6 CONTRACTORS SHAU ADEQUATELY ~OTECT All PUBLIC & PRIVATE PROPERTY a IMPROVEMENTS FROM DAMAGE OR INJURY. DAMAGED AREAS SHALL BE REPLACED M'II GOOD CONDITION@ NO AOOITONA.l. COST TO TI-IE OWNER 7 THE CONTRACTORS SHALL REPLACE ANY DEFECTIVE MATEAtAI.S & CORRECT /WY POOR WORKMANSHIP WrTH NO AOOITIONAl COST TO THE OWNER. & SHAU REMEDY A.HY DEFECTS IN MA TEAIALS 0A WORKMANSHIP WHJCH APPEAR WITHIN A TWO YEAR PEFUOO FROM THE DATE OF COMPLETION & ACCEPTANCE OF THE JOB e. THE CONTRACTORS SHAU SUPPLY AU LABOR. MATERLALS EOUt?MENT fNSUAANCE & SERVICES OF EVERY KIIIO NECESSARY FOR THE PROPER EXECUTtON Of All WORK AS SHOWN & INOtCATEO ON THESE DRAWINGS 9 PERMITS: THE GENEAAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE BUil.DiNG PERJ.IJT. IF ANY SPECIAL PERMITS ARE AEOUIRED FOR SUB TRADES, THE APPROPRIATE SUBCONTRACTOR SHAU. OBTAIN THEM TH.E OWNER Will REIMBURSE All PERMITS. CONTRACTORS SHALL PAY All LICENSES a ROYAL TIES & SHALL DEFEND All SUITES OR CLAIMS FOR INFRINGEMENT OF ANY PATENT RIGHTS & SHAU. HOlO THE OWNER HARMLESS FROM LOSS ON ACCOUNT THEREOF 10 CCX>RDJNATON THE GENERAL CONTRACTOR !S RESPONSIBLE FOA SETTNG UP A TIME SCHEDULE FOR AU SUBCONTRACTORS & COOAOINA 1100 THEIR WORK IN A TIMELY MANNER. ALL WORl<MANSHIP. SCHEDUllNG & PHASllfG SHAU COIFORM TO 11-iE REOUIRE~ENTS OF THE BUtl.OING OWNER 11. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SAFE J08 SITE CONDfTIONS SUBCONTRACTORS SHALL BE RESPONS181.E TO CLEANUP THE AREAS OF THEIR WORK@ THE ENO OF EACH DAY AT Tl-IE ENO OF THE JOB THE GENERAL CONTAACTOO SHAU. ENSURE TI-IAT AU FINISHES ARE CLEAN ANO FREE OF DEFECTS /WY BROKEN DAMAGED OR SUB-STANDARD MATERIALS OR FlNISHES SHALL BE REPLACED BY THE GENERAL CONTRACTOR AT NO ADDITIONAL COSTS TO THE OWNER. 12. INSPECTONS THE GENEAAl.. CONTRACTOR IS RESPOt-,IStBLE FOR ARRANGING ALL NECESSARY PAIOR TO INSPECTIONS INSPECTIONS FOR ALL SUBCONTRACTORS WORK THE CONTRACTOR SHALL NOTIFY THE ARCHITECT 24 HOURS 13 00 NOT SCALE DRAWINGS OIMENSONS SHALL TAKE PRECEDENCE OVER SCALE. DETAIL DRAWINGS SHAU TAKE PRECEDENCE OVER LARGER DRAWINGS 14 THE OUTl.lNE SPECIFICATIClNS ARE DIVIDED BY THE ARCHITECT FOR CONVENIENCE ONLY IT IS THE RESPONSIBUT'Y OF Tl-IE GENERAL CONTRACTOR TO DETERMINE WHAT TRADE IS RESPONSIBLE FOR EACH ITEM. & TOCOMPlETE THE JOB IN rrs ENTIRETY THE FOLLOWING OUTl.lNE SPECIFICATIONS INCLUDE ONLY MAJOR INFQRMATICf.l IN THE ABSENCE OF MORE OETALEO SPECIFlCATIONS All MATERiAlS & EQUIPMENT SHALL BE APPROVED BY THE ARCHITECT 15 All MATERIALS SHALL BE NEW MATERtALS & OF THE HIGHEST QUALITY a ALL SUBSTrTUTONS SHALL BE SUBMITTED FOR APPROVAL BY THE CONTRACTOR TO THE OW'NER AND ARCHITECT PROA TO SIGNING THE CONSTRUCTION CONTRACT MATERIAL & PRODUCTS SHAU BE DELIVERED TO THE BUILDING SITE IN ORIGINAL PACKAGES. MATERIALS & PRODUCTS SHALL BE STORED OFF Tl-tE GROUND ON WOOD BLOCKING IN AN UPRK;HT POSJTK)N PROTECTED FROM THE ELEMENTS & IN A MANNER TO PREVENT MARRING OF FINISHES 16 CHANGES THE OWNER RESERVES THE RIGHT TO MAKE CKANGES ADDITIONS OR OMISSIONS IN THE PLANS & SPECfFICATIONS THE COST OF SUCH WORK TO BE ADDEO TO OR DEDUCTED FROM THE CONTRACT AS APPROVED CHANGE ORDERS CHANGE ORDERS MUST BE SIGNED av THE OWNER. AACHIT'ECT & CONTRACTOR. PRIOR TO THE CH-'NGE IN WORK IN CASE OF INCREASE, ADDITIONAL OVERHEAD & PAOFJT WU BE Ali.OWED PEA CONTRACT ARCHITECT SHAU APPROVE ALL CHANGES IN WR!TING PRIOR TO EXECUTON OF ANY CHANGE 17 FRAMING CONDITIONS NOT sPECIACALL Y SHOWN SHALL BE FRAMED SIMILAR TO TYPICAL OETAJLS SHOWN FOR PROSPECTIVE MATERIALS & SIMILAR CONDITIONS IS CONTRACTOR TO VERIFY WITH ELECTRICAL. MECHANICAL & PLUMBING SUBCONTRACTORS THE SIZE 8 LOCATION OF All OPENINGS REQUIRED FOR ALL PPE SLEEVES. ELECTRICAL CONDUITS WATER & DRAINAGE PIPING & OTHER ITEMS TO BE EMBEDDED IN CONCRETE 0A OTHERWISE INCORPORATED IN STRUCTURAL WORK. 19 FRAM NG SUB-CONTRACTOR SHALL PROVIOE & INST All ANY NECESSARY BLOCKING. BACKING. FURRING. & ITEMS REQUIRING SAME.. FRAMING FOR ELECTRICAL. MECHANICAL & PLU,.,.BING WORK. CABINETS. FIXTURES. & OTI-IER MISCELLANEOUS 20. All MATERlALSAND FINISHES SHALL BE INSTALLED IN STRICT CONFORMANCE WITH Tl-tE APPLJCABLE BUILDING CODES, MANUFACTURERS SPECIFICATIONS AND TO THE COMPLETE SATISFACTION OF THE ARCHITECT ANO THE OWNER 21 THE CONTRACT DRAWINGS a SPECIFICATIONS REPRESENT THE FINJSHEO STRUCTURE UNLESS OTHERWISE SHOWN. THEY 00 NOT INDICATE THE METHOD OF CONSTRUCTION THE GENERAL CONTRACTOR SHALL SUPERVISE & DIRECT THE WORK & SHALL BE SOI.ELY RESPONSIBlE FOR ALL CONSTRUCTON MEANS METHODS. TECHNIQUES SEQUENCES & PROCEDURES OBSERVATlON VISITS TO THE SITE BY FIELD REPRESENTATIVES OF Tl-4E AACHJTECT SHALL NOT INCLUDE INSPECTOOS OF THE PROTECTIVE MEASURES OR THE CONSTRUCTON PROCEDURES REOUJREO FOR SAME WHICH ARE THE SOLE RESPONSIBIUTY OF THE CONTRACTOR OBSERVATIONS BY THE ARCI-IITECT 00 NOT GUARANTEE TI-IE GENERAL CONTRACTORS PERFORMANCE & SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION ,,,,,,_ GENERAL NOTES ~ NoScaM! PROJECT SCOPE UPDATE APPUCABI..E BULDING CODES 2016 INTEANATIONAl BUILDING CODE 2016 MERNATlONAL ENERGY CONSERVATION CODE 2016 INTERNATIONAL MECHANCAL COOE 2016 INTERNATION PLUMBING CODE 2016 INTERNA TlONAL FIRE COOE 2016 CALIFORNIA BUl.0100 CODE 2016 CAL.GREEN 2016 TITLE 24 2016 CALIFORNIA PLUM~G CODE 2016 CALIFORNIA ELECTRICAL COOE 2016 CALIFORNIA FIRE CODE 2016 AMERICANS WITH DISABQ.ITES 1-,,CON=sr=Ruc=T"ION=TY"'P"'E _______ IBC (YEAR) ____ NFPA(YEAR), _______ _ OCCUPANCY CLASSIFICATION LIFE SAFETY SYSTEMS MAX TRAVEL OtSTANCE ALLOWED TO EXIT NUMBER OF EXITS PROVIDED NUMBER OF EXITS REOUIREO PlUMBING F!XT\JRES; WATER CLOSETS REQUIRED LIST REQUIRED LAVATORIES REOUIREO UST REOUIREC LJST PROVIDED LIST PROVIDED ._wATERCi..OSETS PROVIDED _______________________ __, LAVATORIES PROVIDED EXtSTING RAE RESISTIVE REOlJaAEMENTS TO BE MAJNTAINED= (RESJRAl'-IED I UNRESTRAINED) CONSTRUCTK>N (TYPE ___J IBC NFPA LICENSING SEPARATK>N TEST AATWG RATING PEA COPttE CHAPTER 4 STRUCTURAL. FRAME BEAMS COLUMNS EXTERIOR BEARING WALlS INTERIOR BEARING WALLS EXTERIOFI NONBEARING WALLS FL(X)R CONSTRUCTION ROOF CONSTRUCTION & CNJOPY SHAFT & VERTX:AL EXIT ENCLOSURES EXTERIOR OPENINGS EDGEOFSLAS UL UL UL UL NOTE REFER TO PARTrTK)N TYPES SCHEDULE ON A710 FOR UL ASSEMBLIES AT ADDITIONAL INTERIOR PARTITONS AND WALL RA TINGS ANO SPECIFJCATON SECTK>N 07&413 PENETRA TON FtRESTOPPING FOR USE OF UL ASSEMBUES AT THROUGH.ff:NETRATON F!RESTOP CONDITIONS ,,_ 02 -000 · CODE SUMMARY 1/4" \..._,/' NoScale 02 -000 -STANDARD ABBREVIATIONS 02 -000 -STANDARD ABBREVIATIONS Kay Name Commenl, Key Name Commeots NOTE FOAAOOl'TlONALABBREVATIONS AEFE:RTO IBC INTERNATIONAL BUILDING CODE SPECIFICATK>N 01 4200 FOR COMPLETE JAN JANITOR INDVSlR't' STANOAROA88REVtATtON LIST JT JOINT ACT ACOUSTICAL CEILING TILE ANGLE ADD ADOENDU~ .... x MAXIMUM AFF ABOVE FINISHED FLOOR MECH MECHANICAL ALT ALTERNATE MEP MECHANICAL. ELECTRICAL and PLUMBING ALUM ALUMINUM MEZZ MEZZANINE ANOD ANODIZED M•N MINIMUM APPROX APPAOXIMATE(LY) MJSC MISCELLANEOUS ARCH ARCHITECT Of ARCHITECTURAL MO MASONRY OPENING AS/ ARCHJTECT'S SUPPLEMENTAL INSTRUCTIONS NA NOT APPUCABlE AUX AUXILIARY NIC NOT IN CONTRACT BLDG BUILDING NRC NOtSE REDUCTION COEFFICIENT B~ BASEMENl NTS NOTTO SCALE BTWN BETWEEN oc ON-CENTER CD CONSTRUCTION DOCUMENTS or CONTRACT OPNG OPENING DOCUMENTS OPP OPPOSITE CJ CONSTRUCTION JOINT Of CONTROL JOINT PERIM PERIMETER CLG CEtLING PR PAIR 01 PROPOSAL REQUEST CLR CLEAR CMU CONCRETE MASONRY UNIT PSF POUNDS PER SQUARE FOOT (X)NC CONCRETE PSI POUNDS PER SOUARE INCH CORR CORRIDOR PT PAINT(EDJ. POST·TEN&ONEC SlAB Or PRESSURE TREATED Del DOUBLE QTY QUANTITY DEMO DEMOLISH Of DEMOLITION R RADR.JrRISER or THERMAL RESISTANCE OF DRINKING FOI.NTAIN RCP REFlECTED CEIUNG PlAN DIA OJA.METER RD ROAD or ROOF DRAIN DIM DlMENSION or DIMENSIONAL RE REFER TO 01 REFERENCE "" DISHWASHER REV REVISE. REVISED Of REVISION OOG DRAWING RM ROOM EA EACH RO ROUGH OPENING EJ EXPANSION JOINT RON -RIGHT-OF-WAY ELEC ELECTRIC(Al) RTU RCX>FTOPUNIT ELEV ELEVATOR SAN SANITARY EMER EMERGENCY SF SQUARE FOOT (FEET) EDS EOOEOFSlAB $HT SHEET EC EOUAL SIM SIMILAR EQUIP EQUIPMENT SPEC SPEClFlCATION(SJ EWC ELECTFIIC WATER COOLER so SOUARE EXIST EXISTING STC SOUND TRANSMISSION Ct.ASS FD FLOOR DRAIN STl STEEL FDC FIRE DEPARTMENT CONNECTION STOR STORAGE FE FIRE EXTINCiUISiiER TO TOPO, FEC F1RE EXTINGUlSHER CABINET TOC TOP OF CC>f'K:RETE FFE FURNITURE. FIXTURES ANO EQUIPMENT TOP TOP Of PARAPET FHC FIRE HOSE CABINET TOS TOP OF STEEL GA GAUGE TOW TOP OF WALL GALV GAl. V ANIZE0 TYP TYPICAL HB HOSE B188 UNO UNLESS NOTED OTHERWISE HORIZ HORIZONTAL VlF VERIFY It-. FIELD HT HEIGHT w WITH HVAC HEATING. VENTllA TION anct AIR CONDITIONING w,o WITHOUT WO wooo WP WORKING POINT WT WEIGHT 02 000 • SHEET NOEX ! ~ § ; ~ a: :!' G-000 COVER 01109UI G-001 PROJECT DATA 01()919 01 Genetal 2 Al A-100 SITE Pl.AN Otl09f19 A 1001 SITE PLAN GENERAL NOTE 0110919 A-1002 TURNAROUND MOVEMENT PlAN 011()9;l9 A-101 LANDSCAPE PLAN 0110'iM9 A-110 BUILDING 1-LEVEL 1 0110919 A·111 BUILDING 1-LEVEL 2 OIJ09.19 A 112 BUILDl"G 1 ROOf 01'(19,19 A-120 BUILDING 2· LEVEL 1 01m19 A·12I BUILDING 2 • LEVEL 2 01109 19 A-122 BUILDING 2 · ROOF OI/09119 A·130 BUil.DiNG 3 LEVEL I 01'09fl9 A-131 BUILDING 3-LEVEL 2 01."09!19 A·132 BUILDING J. ROOF DECK 01,1)9,,19 A•l•O CUSTOM +-KlUSE · LEVEL 1 01~'19 A-14I CUSTOM HOUSE• LEVEL 2 0111)919 A·l42 CUSTOM HOUSE -ROOF DECK 01{)9119 A2 A-201 EXTERIOR ELEVATION · BUILOtNG 1 E/W 01-0!W19 A•201 2 EXTER10RELEVATlON·BUILOINGl M,,i 0110919 A-202 EXTERIOR ELEVATION -BUILDING 2 E.W Ol'OQ-19 A-2022 EXTERIOR ELEVATION· BUILDING 2 SIN OII09t19 A-203 EXTERIOR ELEVATION· BUILDING 3 · SOUTM & 01,0919 NORTH A·203.2 EXTERIOR ELEVATION· BUILDING 3. WEST & EAST 01109;19 A-204 EXTERIOR ELEVATION. CUSTOM HOUSE S.'N 01/'09:19 A-20C2 EXTERK>R ELEVATION · CUSTOM HOUSE W'E 011'09119 09 Atchnecwral 2, TOTAL SHEET COUNT 26 VJCINITY LA.AP -NOT TO SCALE Team 0 :, ., z 0 II) w 0 C.ameron Croc:kw • Alchftect/Contractor Uttr.unit Architectt.ol Sludio 1327 Loma Avenue Leng Beach. CaA!lorraa ~ t 562.997.0971 e cameron@tiltra·~ com Da't'kt Choi. Structural Engineer David Choi and Associalese 1327 Loma A\renue long Beach, Galimma 90804 l 562.382.SOCO e davd@dca-n com w > z <( <( a.. Z () <( a.. 0 ::> <( <( 0 ::> a:i z QC/) I Z ...J () -a: o I<( MO() (Y) 0 (Y) (Y) l ~ RevlSIOl"IS I i 0 0 N ::J <( (!) u. u. w J No. Description Date I • ~ 13 ~ ! :==============:I Sheet Name PROJECT DATA G-001 17-1230 Drawn By Author C~By Checker As indicated ~ ~ ;;; i i I ~ ~ I I I I I I I I I I I WALL SYSTEM EXTERIOR STUCCO 1 WALL SYSTEM TAGS EX$TI# EXTERIOR PLASTER NOTES l's! ACCORDANCE TO 2010 CBC SECT ON 2512 PLASTERING 'v\'lTH CEMENT PLASTER SHALL BE NOT LESS TI-,AN THREE COATS WHEN APPLIED OVER METAL LATl-l OR WIRE FABRIC LAlH OR GYPSUM BOAAO BACKING AS SPEOFlEO IN SECTION 2510 5 AND SHALL BE NOT LESS THAN TINO COATS WHEN APPLIED OVER MASONRY OR OONCRETE IF THE PLASTER SURFACE IS TO 8E COMPLETELY COVERED BY VENEER 00 OTHER FACING MATERIAL. OA 1$ COMPLETELY COI\ICE.AJ....ED BY M\10:'HEA WALL PL.ASTER APPLICATION NEED ONLY BE TWO COATS PROV10EO THE TOT AL THICKNESS IS AS SET FORTH IN ASTMC926 1' EXT 1 2 X 6 STUCCO STC 50 '--.../ I lrT• 1·..(J'" WAI..L SYSTEM EXTERIOR STUCCO WALL SYSTEM TAGS EXSTH EXTERIOR PLASTER NOTES EXST4 N ACCORDANCE TO 2010 CBC SECTION 2512 PLASTERING WITH CEMENT PLASTER SHALL BE NOT LESS THAN THREE COATS WHEN APPUEO OVER MET AL LATH OR WIRE FABRJC LATH OR GYPSUM BOARD 8ACK:NG AS SPEQRED 1N SECTION 2510 5 ANO SHALL BE NOT LESS THAN TWOCOJ. ... S WHEN APPLIED OVER MASONRY OR COf',JCFIETE !F THE PLASTER SURFACE IS TO BE COMPLETELY COVERED BY VENEER OR OTHER FACING MATERIAL OR IS CCf.APLETEL Y OONCEALEO BY ANOTHER WALL. Pt.AS'iEA APPLICATION NEED ONLY BE "TWO COATS PROV\DED THE TOTAL ~ICKNESS !SAS SET FORTH 1N ASTM C 926 's, ~~,..~!LL @ VERTICAL FINS ~ . 2900. INTERIOR GYPSUM BOARD 1600-WALL SHEATHING SECTION oO t600 WALL SHEATHING ~ 2900. COANERBEAO 01..AN lm SE~Of<G]]' :-:: ~ 0 ;... ' ' ~-1!; ~o c,O WALL S"STEM EXTERIOR TRESPA PANEL WALL S"'STEM TA.GS rns1 TRS1 DENOTES YELLOW Fl"llSH COi.OR AO' 0 5 ZINC YELLOW ~ 2900 · INTERIOR GYPSUM BOARD / ,--------06 1600 · WALL SHEATH...,G /~ ' ,::. SECTION O> CLOSUt:iE PEICE UMOUETO LOCATION ATALL~SAND WINDOWS 2 , EXT 3 2 X 6 STUD W/ TESPA RAINSCREEN ~ 112".1'-0" INT INT CMUPEFI srn EXT CMUPERSTR 09 2400 EXTERIOR PLASTERWORK SECTION / ----09 2900 -INTERIOR GYPSUM BOARD / 07 2100-EXTRUDED POLYSTYRENE PLAN ~ / -FOAM-PLASTIC BOARD □□ 2X 0FPT FURRING FUAR1NG STRIPES 2' ll-lICK RIGID INSULAT1Qr'II NOTE 2HR F!RE RATED ASSEMBLY '4' ~,':,1~!~ -INSULATED CMU • 2HR .___,., . z WALL TYPE SCHEDULE8 <( w ::, INTERIOR __J __J ::, <( EXTERIOR FINISH (/) > II STRUCTURAL MATERIAL FINISH f'. er FIRE STC TYPE HATCH CMU1 CMU LA rtABRA STUCCO -PREOSION NA '-A 51 EXTER100 CIIIlll GRAY WHITE FACE CMU2 CMU LA HABRA STUCCO • GVPSU "'"" A-1 60 EXTERIOR CJ GfV>,Y 'M-irTE , s· CMU3 CMU PRECISJOO PfiECISIO\I FACE FACE 'IA NA S1 EXTERIOR IIIIJil] CMU4 CMU LA HASAA s~cco . PRECISION NA NA 51 EXTER>OR c=J GAAYV'v'HrTE FACE ex,-, 2 X 6 STGR STUD PAINTED STUCCO GYPSUM BATT A-1 NR 52 EXTUIJOFI c::::::::::] E>CT2 2X6WOOO TRESPA -AO.:. 0 5 ZINC YELL.OW GYPSUM BATT A-1 t.JRUNO 57 exrm,OR mmmJ EXT:l 2X6WOOO PAJ~STUCCO GYPSUM BATT A-1 2HR SHAFT WALL C=::J EXT4 2X6WOODW/:I....L PA>NTED STUCCO GYPSUM BATT R-1 NR 52 EXTERIOR mmIJI INT1 2X STGR STUD NA GYPSUM B"TT A-1 1HA 50-PAITTY c::::::::J INT2 2 X 4 WCX)D STUD NA GYPSUM NA NA NA 33 PAFmTION WALLS = INT3 2XWO STUD PAINTED STUCCO GYPSUM NA NA 2HA 2HR FIRE IIIIJil] Wl-lERE OCCURS INT4 2X6WO STUD NA GYPSUM NA NA NOT RATED PLUMBING WALL c::::::::J NA NA a:m:m::D INT5 MTL STUD CHANNEL NA GYPSUM •HR SHAFT WALLS 1,,----, WALL TYPE DESC SCHEDULE _,,. ,,-.,-0' INT WATERPROOF MEMBRANE 09 2'00-EXTERIOR PLASTERWQqK ~-~=~Ill PRECISION FACE 0.1U EXT EXTERIOR Pl.ASTERWOAK F----EXT;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:;;;;;;;g;;;;;;;;;W;;;A;;;TE;;;RPR;_;;O<Y~ MEMBRANE DD DD NOTE 2HR Fi~ ASSEMBL V INT CMUPERSTR Key Value KEYNOTE LEGEND -PER SHEET Keynote Text 03 3000.227 06 1600 802 06 1600 -WALL SHEATHING 07 2100 201 07 21 00 -EXTRUDED-POLYSTYRENE FOAM-PLASTIC BOARD 07 4233.01 09 2216 864 09 2216 -RESILIENT FURRING CHANNEL 09 2400 201 09 2400.225 09 2900 B01 09 2400 -METAL LATH 09 2400 -EXTERIOR PLASTERWORK 09 2900 -INTERIOR GYPSUM BOARD 09 2900 824 09 2900 -CORNERBEAD see AZQQ EQB ~eBIQB WAL!. ASSeMeL.1es IIIIII· CMU....1....8" CMu cPEA sn=o 2HR w C:M.U...2..,_ 12' CVU {PER STRJ 2HR W ___ RlGiD IDIIllm CMU__3._8· CMU (PEA STR 2HR PRECISION w.LI..i...1? CMU (PEA Sffi) 2HR W -==: EXI....l.._2 X 6 EXTEAiOR WALL W &ACK PAIF\:TED mnnmm► ~ X 6 EXTERIOR WAU.. $TGR STUD. STC50 1 HA === fXI..a;_2 X 6 EXTERIOR WALL W TAESPA RAJNSCAEEN JDDltm. ~ 2 X 6 EXTERIOR WALL ZrtA am-. m.A_.2X4DTEAIORWAL.L1HI=. see ~ZQl EQB 11:'.UeBIQB ~L. ~SSeMeL.1es lNI...l .. .PAATY WALL 2X ST~ sruo 1 HF! J!fi..2_2 X J. INtERJOR PAAT10N :llIIIIIll1 fil.a._2HA AA""EO J.tfi.=._2 X 6 PLUMBING c:::m:m, J.W....5_ 1HR WALL LEGEND-PLAN NOTES FOR ENLARGED r PLANS 1 ,~ • 1 .(j T•am 0 ::, "' z " ., w 0 Carne-ron Crockett• Archltect/Contraci:Of UtlrMJnit Alchitectunl Studio 132.7 Loma Avenue Long Beacn. Califom&a 90804 t 562.997,0971 e cam«on@utrr,h.1rW.com David Chol. StNClural Engineer David Choi and Associates. 1327 Loma Avenue Long Beach. Call!omia ~ I. 5623828040 e da11~-SE1.com w > z <( <( Cl.. Z 0 <( Cl.. 0 => <( <( 0 => co z O Cl) I Z ...J 0 -a: oI<( C")oo C") 0 C") C") l ....,"'°"' No Desclipt,on Sheet Name EXTERIOR BUILDING SYSTEMS 0 N :J <{ (9 LL LL w --, t !2 ,t u Date A-700 Protect NW'lb« 17-1230 Drawn By Author Chte~By Checker Scole As mdicated ::, "' g :;; :: "' 'i" ~