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HomeMy WebLinkAboutAppendix F - Noise StudyAPPENDIX F-1 Field Noise Data Sheets ST1 Rec 1 to 16 Slow Response dBA weighting 2.0 dB resolution stats Date hh:mm:ss LeqPeriod Leq SEL Lmax Lmin 3/17/2022 10:32 1.0 min 55.6 73.4 63.2 48 3/17/2022 10:33 1.0 min 46.7 64.5 51.1 43.5 3/17/2022 10:34 1.0 min 44.4 62.2 48.6 43.1 3/17/2022 10:35 1.0 min 44 61.8 47.6 42.8 3/17/2022 10:36 1.0 min 45.1 62.9 53.3 43.1 3/17/2022 10:37 1.0 min 45.6 63.4 49.9 43.8 3/17/2022 10:38 1.0 min 45.8 63.6 52.3 43 3/17/2022 10:39 1.0 min 45.2 63 48.4 43.3 3/17/2022 10:40 1.0 min 50.1 67.9 55 44.6 3/17/2022 10:41 1.0 min 52.4 70.2 56.6 48.4 3/17/2022 10:42 1.0 min 51.3 69.1 62.7 47.1 3/17/2022 10:43 1.0 min 50.3 68.1 59.2 45.5 3/17/2022 10:44 1.0 min 50.2 68 63.4 43.6 3/17/2022 10:45 1.0 min 44.4 62.2 48.5 42.9 3/17/2022 10:46 1.0 min 44.8 62.6 47.2 43.6 3/17/2022 10:47 11 sec 45.9 56.3 46.4 45.3 Leq Lmax Lmin 49.3 63.4 42.8 ST2 Rec 17 to 32 Slow Response dBA weighting 2.0 dB resolution stats Date hh:mm:ss LeqPeriod Leq SEL Lmax Lmin 3/17/2022 10:51 1.0 min 47.6 65.4 53.2 42.6 3/17/2022 10:52 1.0 min 52.1 69.9 61.3 42.9 3/17/2022 10:53 1.0 min 50.7 68.5 59.5 41.6 3/17/2022 10:54 1.0 min 50.8 68.6 62.8 44 3/17/2022 10:55 1.0 min 54 71.8 65.4 46.8 3/17/2022 10:56 1.0 min 59.3 77.1 71 41.8 3/17/2022 10:57 1.0 min 46.4 64.2 52.1 42.7 3/17/2022 10:58 1.0 min 45.7 63.5 49.4 42 3/17/2022 10:59 1.0 min 49.4 67.2 55.9 43.6 3/17/2022 11:00 1.0 min 57.4 75.2 72.8 41.6 3/17/2022 11:01 1.0 min 52.3 70.1 63.6 43.4 3/17/2022 11:02 1.0 min 51.9 69.7 61.9 40.7 3/17/2022 11:03 1.0 min 49.1 66.9 59.4 41.2 3/17/2022 11:04 1.0 min 43 60.8 48.2 39.4 3/17/2022 11:05 1.0 min 50.7 68.5 60.2 40.2 3/17/2022 11:06 6 sec 47.9 55.7 53.5 41.8 Leq Lmax Lmin 52.7 72.8 39.4 ST3 Rec 33 to 48 Slow Response dBA weighting 2.0 dB resolution stats Date hh:mm:ss LeqPeriod Leq SEL Lmax Lmin 3/17/2022 11:16 1.0 min 64.1 81.9 77.6 41.2 3/17/2022 11:17 1.0 min 57.7 75.5 66.5 40.6 3/17/2022 11:18 1.0 min 53.1 70.9 64.6 40.4 3/17/2022 11:19 1.0 min 58.5 76.3 67.2 41.5 3/17/2022 11:20 1.0 min 57.6 75.4 65.9 41.7 3/17/2022 11:21 1.0 min 60.1 77.9 71.7 40.8 3/17/2022 11:22 1.0 min 59.1 76.9 67.1 45.3 3/17/2022 11:23 1.0 min 56.6 74.4 67.5 40.8 3/17/2022 11:24 1.0 min 50.6 68.4 60.7 41.6 3/17/2022 11:25 1.0 min 61.5 79.3 73.6 40.6 3/17/2022 11:26 1.0 min 50.6 68.4 64.1 41.1 3/17/2022 11:27 1.0 min 63.9 81.7 77.5 41.1 3/17/2022 11:28 1.0 min 53.9 71.7 62.4 40.1 3/17/2022 11:29 1.0 min 65.9 83.7 72.2 52.2 3/17/2022 11:30 1.0 min 62.3 80.1 70.2 48.8 3/17/2022 11:31 16 sec 60.4 72.4 68.8 45.2 Leq Lmax Lmin 60.5 77.6 40.1 ST4 Rec 49 to 64 Slow Response dBA weighting 2.0 dB resolution stats Date hh:mm:ss LeqPeriod Leq SEL Lmax Lmin 3/17/2022 11:49 1.0 min 67.1 84.9 74.5 59.6 3/17/2022 11:50 1.0 min 65.1 82.9 70.7 51.4 3/17/2022 11:51 1.0 min 59.8 77.6 67.4 49 3/17/2022 11:52 1.0 min 67 84.8 76.9 51.1 3/17/2022 11:53 1.0 min 64 81.8 69.9 51.3 3/17/2022 11:54 1.0 min 62.4 80.2 69.7 50.8 3/17/2022 11:55 1.0 min 61.7 79.5 67.1 53.2 3/17/2022 11:56 1.0 min 66 83.8 74.6 53 3/17/2022 11:57 1.0 min 67.2 85 75.2 52.8 3/17/2022 11:58 1.0 min 65.8 83.6 72.1 56.5 3/17/2022 11:59 1.0 min 68 85.8 77.4 60.9 3/17/2022 12:00 1.0 min 67 84.8 75.2 57.7 3/17/2022 12:01 1.0 min 61.6 79.4 69 51.2 3/17/2022 12:02 1.0 min 65.4 83.2 75.1 54.4 3/17/2022 12:03 1.0 min 64.4 82.2 74.4 53.8 3/17/2022 12:04 12 sec 60.6 71.4 62.8 58.5 Leq Lmax Lmin 65.4 77.4 49 LT1 Rec 1 to 98 Slow Response dBA weighting 2.0 dB resolution stats Date hh:mm:ss LeqPeriod Leq SEL Lmax Lmin L1%L5%L10%L50%L90%L95%L99%Lmedian Lmean 11/19/2019 11:02 15.0 min 70.8 100.3 86.1 44.7 82 78 74 60 52 48 46 60 61.3 11/19/2019 11:17 15.0 min 68.3 97.8 84.4 44.6 80 74 72 54 46 46 44 54 56.9 11/19/2019 11:32 15.0 min 68.3 97.8 83.6 45.7 78 74 72 56 48 46 46 56 58.2 11/19/2019 11:47 15.0 min 69.1 98.6 84.9 47.2 80 76 72 54 48 48 48 54 57.9 11/19/2019 12:02 15.0 min 69.7 99.2 87.9 46.7 82 74 72 58 50 48 46 58 59.1 11/19/2019 12:17 15.0 min 67.6 97.1 82.7 46.2 78 74 70 54 48 46 46 54 57.1 11/19/2019 12:32 15.0 min 70 99.5 87.2 49.2 80 76 74 60 50 50 50 60 60.7 11/19/2019 12:47 15.0 min 71.5 101 94.9 49.3 80 76 74 58 50 50 50 58 59.9 11/19/2019 13:02 15.0 min 69 98.5 86.2 49.7 80 74 70 56 50 50 50 56 58.5 11/19/2019 13:17 15.0 min 70.5 100 87.9 50.5 82 76 72 60 52 52 50 60 61.4 11/19/2019 13:32 15.0 min 74.7 104.2 99.5 51.7 82 76 74 62 52 52 52 62 63 11/19/2019 13:47 15.0 min 70.8 100.3 87 51.6 82 76 74 62 54 52 52 62 62.5 11/19/2019 14:02 15.0 min 72.7 102.2 93.1 52.5 82 78 74 64 58 56 52 64 64.8 11/19/2019 14:17 15.0 min 73.6 103.1 92.9 56.7 84 78 76 66 60 58 56 66 66.6 11/19/2019 14:32 15.0 min 71.9 101.4 84.5 53.3 82 76 74 68 62 60 56 68 67.6 11/19/2019 14:47 15.0 min 71.5 101 85 52.2 80 76 74 66 54 54 52 66 65.1 11/19/2019 15:02 15.0 min 72.5 102 92.2 50.9 82 76 74 66 54 52 50 66 64.9 11/19/2019 15:17 15.0 min 71.4 100.9 87.7 51.8 82 76 74 64 54 52 52 64 63.6 11/19/2019 15:32 15.0 min 72.5 102 90 49.7 82 78 74 66 52 52 50 66 64.6 11/19/2019 15:47 15.0 min 71.7 101.2 88.9 50.8 80 76 74 64 54 52 52 64 64.5 11/19/2019 16:02 15.0 min 72.1 101.6 87.2 48.7 84 78 74 62 52 50 48 62 63 11/19/2019 16:17 15.0 min 70.8 100.3 86.1 47.3 82 76 74 60 52 50 48 60 61.5 11/19/2019 16:32 15.0 min 73.9 103.4 94.4 52.5 82 78 76 66 56 54 52 66 65.6 11/19/2019 16:47 15.0 min 70.7 100.2 86.8 48.4 80 76 72 66 52 50 48 66 63.6 11/19/2019 17:02 15.0 min 71.4 100.9 87.4 64.2 82 76 72 66 64 64 64 66 67.3 11/19/2019 17:17 15.0 min 71.1 100.6 84.6 64.7 78 76 74 66 64 64 64 66 68 11/19/2019 17:32 15.0 min 70.5 100 85.3 50.5 80 76 74 66 54 52 50 66 64.9 11/19/2019 17:47 15.0 min 67.6 97.1 84 48.8 78 74 70 54 50 50 50 54 57.9 11/19/2019 18:02 15.0 min 69 98.5 86.7 49.2 80 74 72 56 50 50 48 56 58.5 11/19/2019 18:17 15.0 min 67.2 96.7 85.4 48.6 80 72 68 52 50 48 48 52 55.2 11/19/2019 18:32 15.0 min 68.3 97.8 85.8 49 80 74 70 54 50 50 48 54 57 11/19/2019 18:47 15.0 min 67.6 97.1 86.6 48.9 80 74 70 52 48 48 48 52 55.9 11/19/2019 19:02 15.0 min 65.6 95.1 81.3 49.1 78 72 68 52 50 50 48 52 55.2 11/19/2019 19:17 15.0 min 67.7 97.2 84.4 49.8 80 74 68 52 50 50 50 52 56.2 11/19/2019 19:32 15.0 min 68.2 97.7 83.9 51.5 80 74 70 56 52 52 50 56 59.4 11/19/2019 19:47 15.0 min 69.3 98.8 91.7 46.1 80 72 68 56 48 48 46 56 58.4 11/19/2019 20:02 15.0 min 70 99.5 87.8 44.1 82 76 70 52 46 46 44 52 55.3 11/19/2019 20:17 15.0 min 66.8 96.3 83.1 45.2 80 72 68 48 46 46 44 48 52.7 11/19/2019 20:32 15.0 min 63 92.5 81.5 46.7 78 66 56 50 48 46 46 50 51.6 11/19/2019 20:47 15.0 min 69.3 98.8 83.6 47.7 80 76 72 54 48 48 48 54 57 11/19/2019 21:02 15.0 min 66.9 96.4 84.6 48.5 78 74 70 52 48 48 48 52 55.4 11/19/2019 21:17 15.0 min 67.4 96.9 88.2 49 80 72 68 50 50 48 48 50 54.3 11/19/2019 21:32 15.0 min 67.5 97 86.1 49.4 78 74 70 54 50 50 48 54 57.8 11/19/2019 21:47 15.0 min 64.4 93.9 83.3 48.8 76 70 66 50 48 48 48 50 53.5 11/19/2019 22:02 15.0 min 65 94.5 82.2 46.8 78 70 62 50 48 46 46 50 52 11/19/2019 22:17 15.0 min 65.7 95.2 81.6 46.7 78 74 68 50 48 46 46 50 53 11/19/2019 22:32 15.0 min 59.7 89.2 82.6 46.6 70 60 56 48 46 46 46 48 49.8 11/19/2019 22:47 15.0 min 64 93.5 80.8 46.7 76 70 66 50 46 46 46 50 53 11/19/2019 23:02 15.0 min 62.1 91.6 79.9 46.4 74 68 62 48 46 46 46 48 51.1 11/19/2019 23:17 15.0 min 61.2 90.7 80.7 46.3 72 68 64 48 46 46 46 48 51.5 11/19/2019 23:32 15.0 min 61.8 91.3 85 45.5 72 60 52 46 46 46 44 46 48.4 11/19/2019 23:47 15.0 min 62.1 91.6 82.2 44.8 76 60 52 46 44 44 44 46 47.9 11/20/2019 0:02 15.0 min 63.1 92.6 84 43.8 76 68 52 46 44 44 44 46 48.2 11/20/2019 0:17 15.0 min 56.4 85.9 77.8 43.1 70 54 50 44 44 42 42 44 46 11/20/2019 0:32 15.0 min 62.2 91.7 82.1 39.7 76 66 58 42 40 40 40 42 45.6 11/20/2019 0:47 15.0 min 60.1 89.6 83.3 39.2 72 52 48 40 38 38 38 40 42.5 11/20/2019 1:02 15.0 min 57.9 87.4 81.2 39.2 70 58 54 42 40 38 38 42 44.6 11/20/2019 1:17 15.0 min 62 91.5 82.8 39.2 76 62 54 42 40 40 38 42 45.3 11/20/2019 1:32 15.0 min 62.9 92.4 86.8 40.2 76 62 58 42 40 40 40 42 46 11/20/2019 1:47 15.0 min 61.5 91 81.5 39.1 74 64 56 42 38 38 38 42 44.9 11/20/2019 2:02 15.0 min 66.4 95.9 88 39.2 80 68 56 44 40 40 38 44 46.5 11/20/2019 2:17 15.0 min 58.4 87.9 79 42.2 72 62 52 44 42 42 42 44 46.4 11/20/2019 2:32 15.0 min 61.3 90.8 84.1 42.2 72 58 52 44 42 42 42 44 46.2 11/20/2019 2:47 15.0 min 61.4 90.9 80.8 43.9 74 64 56 46 44 44 44 46 48.8 11/20/2019 3:02 15.0 min 65.9 95.4 84.6 44.5 78 70 60 46 44 44 44 46 49.8 11/20/2019 3:17 15.0 min 64.8 94.3 83.2 45 78 70 62 48 44 44 44 48 50.8 11/20/2019 3:32 15.0 min 62.9 92.4 82 47.9 76 66 58 50 48 48 48 50 51.8 11/20/2019 3:47 15.0 min 68.6 98.1 87 46.7 82 74 66 50 48 46 46 50 52.9 11/20/2019 4:02 15.0 min 65.9 95.4 86.4 46.9 80 68 62 48 46 46 46 48 51.2 11/20/2019 4:17 15.0 min 68.8 98.3 88.6 47.9 80 76 72 50 48 48 48 50 55.3 11/20/2019 4:32 15.0 min 67.9 97.4 89.1 47.1 78 74 68 50 48 48 46 50 54 11/20/2019 4:47 15.0 min 68.5 98 89.9 44 80 74 68 50 44 44 44 50 53.7 11/20/2019 5:02 15.0 min 69.9 99.4 88.6 45.1 82 76 70 54 48 46 46 54 56.6 11/20/2019 5:17 15.0 min 72 101.5 89 51.8 84 78 74 58 54 52 52 58 61.2 11/20/2019 5:32 15.0 min 71.2 100.7 85.7 52.3 82 78 76 56 52 52 52 56 60.2 11/20/2019 5:47 15.0 min 71.1 100.6 85.7 51.3 82 78 76 56 52 52 50 56 60.1 11/20/2019 6:02 15.0 min 71.5 101 95.4 51.6 82 76 72 56 52 52 52 56 59 11/20/2019 6:17 15.0 min 72.8 102.3 89.2 51.5 82 78 76 64 54 52 52 64 64.6 11/20/2019 6:32 15.0 min 73 102.5 87.2 54.1 82 78 76 66 56 54 54 66 66.1 11/20/2019 6:47 15.0 min 71.7 101.2 84.5 53.2 80 76 76 66 54 54 52 66 65.4 11/20/2019 7:02 15.0 min 72.5 102 86.6 55.1 80 76 76 68 60 58 56 68 68.1 11/20/2019 7:17 15.0 min 73.7 103.2 91.1 58 82 78 76 68 62 60 58 68 68.7 11/20/2019 7:32 15.0 min 72.5 102 87.9 52.4 82 78 76 66 54 52 52 66 64.5 11/20/2019 7:47 15.0 min 71.7 101.2 89.7 51.7 82 78 76 60 52 52 52 60 61.6 11/20/2019 8:02 15.0 min 70.3 99.8 87.2 52.8 82 76 74 60 54 52 52 60 61.5 11/20/2019 8:17 15.0 min 71 100.5 84.3 52.4 80 76 74 64 54 52 52 64 63.8 11/20/2019 8:32 15.0 min 71 100.5 87 59.8 82 76 74 64 60 60 60 64 65.6 11/20/2019 8:47 15.0 min 71.8 101.3 87.8 49.8 84 78 74 58 52 50 50 58 60.6 11/20/2019 9:02 15.0 min 71.1 100.6 86.1 51.1 82 78 74 62 52 52 50 62 63.3 11/20/2019 9:17 15.0 min 70.2 99.7 86 50.6 80 76 74 60 52 52 50 60 61.4 11/20/2019 9:32 15.0 min 69.3 98.8 84.5 49.9 80 76 72 56 50 50 50 56 59.7 11/20/2019 9:47 15.0 min 70.2 99.7 85.9 50.4 80 76 74 60 52 52 50 60 61.6 11/20/2019 10:02 15.0 min 69.6 99.1 87.6 52.3 80 76 72 58 52 52 52 58 60.6 11/20/2019 10:17 15.0 min 70 99.5 85.4 50.9 80 76 74 56 52 50 50 56 59.8 11/20/2019 10:32 15.0 min 70.7 100.2 87.6 51.9 82 76 74 60 52 52 52 60 61.5 11/20/2019 10:47 15.0 min 71.3 100.8 92.8 50.8 82 76 74 58 52 52 50 58 60.7 11/20/2019 11:02 15.0 min 69.6 99.1 86.9 50.7 80 76 72 56 52 50 50 56 59.7 11/20/2019 11:17 12.3 min 71 99.7 82.8 49.7 80 78 76 58 52 50 50 58 60.5 APPENDIX F-2 Construction Noise Modeling Input and Output Santa Ana and Almond Warehouse - Acoustical Analysis Report Nearest Receptor to North - Closest Distance Appendix B - Construction Noise Modeling Worksheets To User: bordered cells are inputs, unbordered cells have formulae 1 Construction Phase Equipment Total Equipment Qty AUF % (from FHWA RCNM) Reference Lmax @ 50 ft. from FHWA RCNM Client Equipment Description, Data Source and/or Notes Source to NSR Distance (ft.) Distance- Adjusted Lmax Allowable Operation Time (hours) Allowable Operation Time (minutes) Predicted 1- hour Leq Combined equipment type and quantity (for table in report document?) Demolition Excavator 1 40 81 85 76.4 8 480 81 Excavator (1) Excavator 1 40 81 100 75.0 8 480 80 Excavator (1) Excavator 1 40 81 120 73.4 8 480 78 Excavator (1) Concrete Saw 1 20 90 140 81.1 8 480 83 Concrete Saw (1) Dozer 1 40 82 110 75.2 8 480 80 Dozer (1) Dozer 1 40 82 150 72.5 8 480 78 Dozer (1) Total for Demolition Phase:88.3 Site Preparation Dozer 1 40 82 85 77.4 8 480 82 Dozer (1) Dozer 1 40 82 100 76.0 8 480 81 Dozer (1) Dozer 1 40 82 120 74.4 8 480 79 Dozer (1) Backhoe 1 40 78 140 69.1 8 480 74 Backhoe (1) Backhoe 1 40 78 110 71.2 8 480 76 Backhoe (1) Backhoe 1 40 78 150 68.5 8 480 74 Backhoe (1) Backhoe 1 40 78 130 69.7 8 480 75 Backhoe (1) Total for Site Preparation Phase:87.1 Grading Excavator 1 40 81 85 76.4 8 480 81 Excavator (1) Grader 1 40 85 100 79.0 8 480 84 Grader (1) Dozer 1 40 82 120 74.4 8 480 79 Dozer (1) Tractor 1 40 84 140 75.1 8 480 80 Tractor (1) Front End Loader 1 40 79 110 72.2 8 480 77 Front End Loader (1) Backhoe 1 40 78 130 69.7 8 480 75 Backhoe (1) Total for Grading Phase:88.2 Building Construction Generator 1 50 72 85 67.4 8 480 73 Generator (1) Crane 1 16 81 100 75.0 8 480 76 Crane (1) Man Lift 1 20 75 120 67.4 8 480 69 Man Lift (1) Man Lift 1 20 75 140 66.1 8 480 68 Man Lift (1) Man Lift 1 20 75 110 68.2 8 480 70 Man Lift (1) Tractor 1 40 84 150 74.5 8 480 80 Tractor (1) Front End Loader 1 40 79 130 70.7 8 480 76 Front End Loader (1) Backhoe 1 40 78 150 68.5 8 480 74 Backhoe (1) Welder / Torch 1 40 73 170 62.4 8 480 67 Welder / Torch (1) Total for Building Construction Phase:83.9 Paving Paver 1 50 77 85 72.4 8 480 78 Paver (1) Concrete Mixer Truck 1 40 79 100 73.0 8 480 78 Concrete Mixer Truck (1) Concrete Mixer Truck 1 40 79 120 71.4 8 480 76 Concrete Mixer Truck (1) Concrete Pump Truck 1 20 81 140 72.1 8 480 74 Concrete Pump Truck (1) Concrete Pump Truck 1 20 81 110 74.2 8 480 76 Concrete Pump Truck (1) Roller 1 20 80 150 70.5 8 480 72 Roller (1) Roller 1 20 80 130 71.7 8 480 74 Roller (1) Backhoe 1 40 78 170 67.4 8 480 72 Backhoe (1) Total for Paving Phase:84.8 Architectural Coating Compressor (air)1 40 78 85 73.4 8 480 78 Compressor (air) (1) Total for Architectural Coating Phase:78.4 Santa Ana and Almond Warehouse RCNM prepared by Dudek North Receptor CD Santa Ana and Almond Warehouse - Acoustical Analysis Report Nearest Receptor to North - Acoustic Center Appendix B - Construction Noise Modeling Worksheets To User: bordered cells are inputs, unbordered cells have formulae 1 Construction Phase Equipment Total Equipment Qty AUF % (from FHWA RCNM) Reference Lmax @ 50 ft. from FHWA RCNM Client Equipment Description, Data Source and/or Notes Source to NSR Distance (ft.) Distance- Adjusted Lmax Allowable Operation Time (hours) Allowable Operation Time (minutes) Predicted 1- hour Leq Combined equipment type and quantity (for table in report document?) Demolition Excavator 1 40 81 350 64.1 8 480 69 Excavator (1) Excavator 1 40 81 350 64.1 8 480 69 Excavator (1) Excavator 1 40 81 350 64.1 8 480 69 Excavator (1) Concrete Saw 1 20 90 350 73.1 8 480 75 Concrete Saw (1) Dozer 1 40 82 350 65.1 8 480 70 Dozer (1) Dozer 1 40 82 350 65.1 8 480 70 Dozer (1) Total for Demolition Phase:78.9 Site Preparation Dozer 1 40 82 350 65.1 8 480 70 Dozer (1) Dozer 1 40 82 350 65.1 8 480 70 Dozer (1) Dozer 1 40 82 350 65.1 8 480 70 Dozer (1) Backhoe 1 40 78 350 61.1 8 480 66 Backhoe (1) Backhoe 1 40 78 350 61.1 8 480 66 Backhoe (1) Backhoe 1 40 78 350 61.1 8 480 66 Backhoe (1) Backhoe 1 40 78 350 61.1 8 480 66 Backhoe (1) Total for Site Preparation Phase:76.8 Grading Excavator 1 40 81 350 64.1 8 480 69 Excavator (1) Grader 1 40 85 350 68.1 8 480 73 Grader (1) Dozer 1 40 82 350 65.1 8 480 70 Dozer (1) Tractor 1 40 84 350 67.1 8 480 72 Tractor (1) Front End Loader 1 40 79 350 62.1 8 480 67 Front End Loader (1) Backhoe 1 40 78 350 61.1 8 480 66 Backhoe (1) Total for Grading Phase:78.1 Building Construction Generator 1 50 72 350 55.1 8 480 61 Generator (1) Crane 1 16 81 350 64.1 8 480 65 Crane (1) Man Lift 1 20 75 350 58.1 8 480 60 Man Lift (1) Man Lift 1 20 75 350 58.1 8 480 60 Man Lift (1) Man Lift 1 20 75 350 58.1 8 480 60 Man Lift (1) Tractor 1 40 84 350 67.1 8 480 72 Tractor (1) Front End Loader 1 40 79 350 62.1 8 480 67 Front End Loader (1) Backhoe 1 40 78 350 61.1 8 480 66 Backhoe (1) Welder / Torch 1 40 73 350 56.1 8 480 61 Welder / Torch (1) Total for Building Construction Phase:75.4 Paving Paver 1 50 77 350 60.1 8 480 66 Paver (1) Concrete Mixer Truck 1 40 79 350 62.1 8 480 67 Concrete Mixer Truck (1) Concrete Mixer Truck 1 40 79 350 62.1 8 480 67 Concrete Mixer Truck (1) Concrete Pump Truck 1 20 81 350 64.1 8 480 66 Concrete Pump Truck (1) Concrete Pump Truck 1 20 81 350 64.1 8 480 66 Concrete Pump Truck (1) Roller 1 20 80 350 63.1 8 480 65 Roller (1) Roller 1 20 80 350 63.1 8 480 65 Roller (1) Backhoe 1 40 78 350 61.1 8 480 66 Backhoe (1) Total for Paving Phase:75.2 Architectural Coating Compressor (air)1 40 78 350 61.1 8 480 66 Compressor (air) (1) Total for Architectural Coating Phase:66.1 Santa Ana and Almond Warehouse RCNM prepared by Dudek North Receptor AC Santa Ana and Almond Warehouse - Acoustical Analysis Report Nearest Receptor to South - Closest Distance Appendix B - Construction Noise Modeling Worksheets To User: bordered cells are inputs, unbordered cells have formulae 1 Construction Phase Equipment Total Equipment Qty AUF % (from FHWA RCNM) Reference Lmax @ 50 ft. from FHWA RCNM Client Equipment Description, Data Source and/or Notes Source to NSR Distance (ft.) Distance- Adjusted Lmax Allowable Operation Time (hours) Allowable Operation Time (minutes) Predicted 1- hour Leq Combined equipment type and quantity (for table in report document?) Demolition Excavator 1 40 81 90 75.9 8 480 81 Excavator (1) Excavator 1 40 81 105 74.6 8 480 80 Excavator (1) Excavator 1 40 81 125 73.0 8 480 78 Excavator (1) Concrete Saw 1 20 90 145 80.8 8 480 83 Concrete Saw (1) Dozer 1 40 82 115 74.8 8 480 80 Dozer (1) Dozer 1 40 82 155 72.2 8 480 77 Dozer (1) Total for Demolition Phase:87.9 Site Preparation Dozer 1 40 82 90 76.9 8 480 82 Dozer (1) Dozer 1 40 82 105 75.6 8 480 81 Dozer (1) Dozer 1 40 82 125 74.0 8 480 79 Dozer (1) Backhoe 1 40 78 145 68.8 8 480 74 Backhoe (1) Backhoe 1 40 78 115 70.8 8 480 76 Backhoe (1) Backhoe 1 40 78 155 68.2 8 480 73 Backhoe (1) Backhoe 1 40 78 135 69.4 8 480 74 Backhoe (1) Total for Site Preparation Phase:86.7 Grading Excavator 1 40 81 90 75.9 8 480 81 Excavator (1) Grader 1 40 85 105 78.6 8 480 84 Grader (1) Dozer 1 40 82 125 74.0 8 480 79 Dozer (1) Tractor 1 40 84 145 74.8 8 480 80 Tractor (1) Front End Loader 1 40 79 115 71.8 8 480 77 Front End Loader (1) Backhoe 1 40 78 135 69.4 8 480 74 Backhoe (1) Total for Grading Phase:87.8 Building Construction Generator 1 50 72 90 66.9 8 480 73 Generator (1) Crane 1 16 81 105 74.6 8 480 76 Crane (1) Man Lift 1 20 75 125 67.0 8 480 69 Man Lift (1) Man Lift 1 20 75 145 65.8 8 480 68 Man Lift (1) Man Lift 1 20 75 115 67.8 8 480 70 Man Lift (1) Tractor 1 40 84 155 74.2 8 480 79 Tractor (1) Front End Loader 1 40 79 135 70.4 8 480 75 Front End Loader (1) Backhoe 1 40 78 155 68.2 8 480 73 Backhoe (1) Welder / Torch 1 40 73 175 62.1 8 480 67 Welder / Torch (1) Total for Building Construction Phase:83.5 Paving Paver 1 50 77 90 71.9 8 480 78 Paver (1) Concrete Mixer Truck 1 40 79 105 72.6 8 480 78 Concrete Mixer Truck (1) Concrete Mixer Truck 1 40 79 125 71.0 8 480 76 Concrete Mixer Truck (1) Concrete Pump Truck 1 20 81 145 71.8 8 480 74 Concrete Pump Truck (1) Concrete Pump Truck 1 20 81 115 73.8 8 480 76 Concrete Pump Truck (1) Roller 1 20 80 155 70.2 8 480 72 Roller (1) Roller 1 20 80 135 71.4 8 480 73 Roller (1) Backhoe 1 40 78 175 67.1 8 480 72 Backhoe (1) Total for Paving Phase:84.4 Architectural Coating Compressor (air)1 40 78 90 72.9 8 480 78 Compressor (air) (1) Total for Architectural Coating Phase:77.9 Santa Ana and Almond Warehouse RCNM prepared by Dudek South Receptor CD Santa Ana and Almond Warehouse - Acoustical Analysis Report Nearest Receptor to South - Acoustic Center Appendix B - Construction Noise Modeling Worksheets To User: bordered cells are inputs, unbordered cells have formulae 1 Construction Phase Equipment Total Equipment Qty AUF % (from FHWA RCNM) Reference Lmax @ 50 ft. from FHWA RCNM Client Equipment Description, Data Source and/or Notes Source to NSR Distance (ft.) Distance- Adjusted Lmax Allowable Operation Time (hours) Allowable Operation Time (minutes) Predicted 1- hour Leq Combined equipment type and quantity (for table in report document?) Demolition Excavator 1 40 81 400 62.9 8 480 68 Excavator (1) Excavator 1 40 81 400 62.9 8 480 68 Excavator (1) Excavator 1 40 81 400 62.9 8 480 68 Excavator (1) Concrete Saw 1 20 90 400 71.9 8 480 74 Concrete Saw (1) Dozer 1 40 82 400 63.9 8 480 69 Dozer (1) Dozer 1 40 82 400 63.9 8 480 69 Dozer (1) Total for Demolition Phase:77.8 Site Preparation Dozer 1 40 82 400 63.9 8 480 69 Dozer (1) Dozer 1 40 82 400 63.9 8 480 69 Dozer (1) Dozer 1 40 82 400 63.9 8 480 69 Dozer (1) Backhoe 1 40 78 400 59.9 8 480 65 Backhoe (1) Backhoe 1 40 78 400 59.9 8 480 65 Backhoe (1) Backhoe 1 40 78 400 59.9 8 480 65 Backhoe (1) Backhoe 1 40 78 400 59.9 8 480 65 Backhoe (1) Total for Site Preparation Phase:75.6 Grading Excavator 1 40 81 400 62.9 8 480 68 Excavator (1) Grader 1 40 85 400 66.9 8 480 72 Grader (1) Dozer 1 40 82 400 63.9 8 480 69 Dozer (1) Tractor 1 40 84 400 65.9 8 480 71 Tractor (1) Front End Loader 1 40 79 400 60.9 8 480 66 Front End Loader (1) Backhoe 1 40 78 400 59.9 8 480 65 Backhoe (1) Total for Grading Phase:77.0 Building Construction Generator 1 50 72 400 53.9 8 480 60 Generator (1) Crane 1 16 81 400 62.9 8 480 64 Crane (1) Man Lift 1 20 75 400 56.9 8 480 59 Man Lift (1) Man Lift 1 20 75 400 56.9 8 480 59 Man Lift (1) Man Lift 1 20 75 400 56.9 8 480 59 Man Lift (1) Tractor 1 40 84 400 65.9 8 480 71 Tractor (1) Front End Loader 1 40 79 400 60.9 8 480 66 Front End Loader (1) Backhoe 1 40 78 400 59.9 8 480 65 Backhoe (1) Welder / Torch 1 40 73 400 54.9 8 480 60 Welder / Torch (1) Total for Building Construction Phase:74.2 Paving Paver 1 50 77 400 58.9 8 480 65 Paver (1) Concrete Mixer Truck 1 40 79 400 60.9 8 480 66 Concrete Mixer Truck (1) Concrete Mixer Truck 1 40 79 400 60.9 8 480 66 Concrete Mixer Truck (1) Concrete Pump Truck 1 20 81 400 62.9 8 480 65 Concrete Pump Truck (1) Concrete Pump Truck 1 20 81 400 62.9 8 480 65 Concrete Pump Truck (1) Roller 1 20 80 400 61.9 8 480 64 Roller (1) Roller 1 20 80 400 61.9 8 480 64 Roller (1) Backhoe 1 40 78 400 59.9 8 480 65 Backhoe (1) Total for Paving Phase:74.1 Architectural Coating Compressor (air)1 40 78 400 59.9 8 480 65 Compressor (air) (1) Total for Architectural Coating Phase:65.0 Santa Ana and Almond Warehouse RCNM prepared by Dudek South Receptor AC Santa Ana and Almond Warehouse - Acoustical Analysis Report Nearest Receptor to East - Closest Distance Appendix B - Construction Noise Modeling Worksheets To User: bordered cells are inputs, unbordered cells have formulae 1 Construction Phase Equipment Total Equipment Qty AUF % (from FHWA RCNM) Reference Lmax @ 50 ft. from FHWA RCNM Client Equipment Description, Data Source and/or Notes Source to NSR Distance (ft.) Distance- Adjusted Lmax Allowable Operation Time (hours) Allowable Operation Time (minutes) Predicted 1- hour Leq Combined equipment type and quantity (for table in report document?) Demolition Excavator 1 40 81 50 81.0 8 480 86 Excavator (1) Excavator 1 40 81 65 78.7 8 480 84 Excavator (1) Excavator 1 40 81 85 76.4 8 480 81 Excavator (1) Concrete Saw 1 20 90 105 83.6 8 480 86 Concrete Saw (1) Dozer 1 40 82 75 78.5 8 480 84 Dozer (1) Dozer 1 40 82 115 74.8 8 480 80 Dozer (1) Total for Demolition Phase:91.7 Site Preparation Dozer 1 40 82 50 82.0 8 480 87 Dozer (1) Dozer 1 40 82 65 79.7 8 480 85 Dozer (1) Dozer 1 40 82 85 77.4 8 480 82 Dozer (1) Backhoe 1 40 78 105 71.6 8 480 77 Backhoe (1) Backhoe 1 40 78 75 74.5 8 480 80 Backhoe (1) Backhoe 1 40 78 115 70.8 8 480 76 Backhoe (1) Backhoe 1 40 78 95 72.4 8 480 77 Backhoe (1) Total for Site Preparation Phase:90.8 Grading Excavator 1 40 81 50 81.0 8 480 86 Excavator (1) Grader 1 40 85 65 82.7 8 480 88 Grader (1) Dozer 1 40 82 85 77.4 8 480 82 Dozer (1) Tractor 1 40 84 105 77.6 8 480 83 Tractor (1) Front End Loader 1 40 79 75 75.5 8 480 81 Front End Loader (1) Backhoe 1 40 78 95 72.4 8 480 77 Backhoe (1) Total for Grading Phase:91.8 Building Construction Generator 1 50 72 50 72.0 8 480 78 Generator (1) Crane 1 16 81 65 78.7 8 480 80 Crane (1) Man Lift 1 20 75 85 70.4 8 480 72 Man Lift (1) Man Lift 1 20 75 105 68.6 8 480 71 Man Lift (1) Man Lift 1 20 75 75 71.5 8 480 74 Man Lift (1) Tractor 1 40 84 115 76.8 8 480 82 Tractor (1) Front End Loader 1 40 79 95 73.4 8 480 78 Front End Loader (1) Backhoe 1 40 78 115 70.8 8 480 76 Backhoe (1) Welder / Torch 1 40 73 135 64.4 8 480 69 Welder / Torch (1) Total for Building Construction Phase:86.8 Paving Paver 1 50 77 50 77.0 8 480 83 Paver (1) Concrete Mixer Truck 1 40 79 65 76.7 8 480 82 Concrete Mixer Truck (1) Concrete Mixer Truck 1 40 79 85 74.4 8 480 79 Concrete Mixer Truck (1) Concrete Pump Truck 1 20 81 105 74.6 8 480 77 Concrete Pump Truck (1) Concrete Pump Truck 1 20 81 75 77.5 8 480 80 Concrete Pump Truck (1) Roller 1 20 80 115 72.8 8 480 75 Roller (1) Roller 1 20 80 95 74.4 8 480 76 Roller (1) Backhoe 1 40 78 135 69.4 8 480 74 Backhoe (1) Total for Paving Phase:88.3 Architectural Coating Compressor (air)1 40 78 50 78.0 8 480 83 Compressor (air) (1) Total for Architectural Coating Phase:83.1 Santa Ana and Almond Warehouse RCNM prepared by Dudek East Receptor CD Santa Ana and Almond Warehouse - Acoustical Analysis Report Nearest Receptor to East - Acoustic Center Appendix B - Construction Noise Modeling Worksheets To User: bordered cells are inputs, unbordered cells have formulae 1 Construction Phase Equipment Total Equipment Qty AUF % (from FHWA RCNM) Reference Lmax @ 50 ft. from FHWA RCNM Client Equipment Description, Data Source and/or Notes Source to NSR Distance (ft.) Distance- Adjusted Lmax Allowable Operation Time (hours) Allowable Operation Time (minutes) Predicted 1- hour Leq Combined equipment type and quantity (for table in report document?) Demolition Excavator 1 40 81 250 67.0 8 480 72 Excavator (1) Excavator 1 40 81 250 67.0 8 480 72 Excavator (1) Excavator 1 40 81 250 67.0 8 480 72 Excavator (1) Concrete Saw 1 20 90 250 76.0 8 480 78 Concrete Saw (1) Dozer 1 40 82 250 68.0 8 480 73 Dozer (1) Dozer 1 40 82 250 68.0 8 480 73 Dozer (1) Total for Demolition Phase:81.8 Site Preparation Dozer 1 40 82 250 68.0 8 480 73 Dozer (1) Dozer 1 40 82 250 68.0 8 480 73 Dozer (1) Dozer 1 40 82 250 68.0 8 480 73 Dozer (1) Backhoe 1 40 78 250 64.0 8 480 69 Backhoe (1) Backhoe 1 40 78 250 64.0 8 480 69 Backhoe (1) Backhoe 1 40 78 250 64.0 8 480 69 Backhoe (1) Backhoe 1 40 78 250 64.0 8 480 69 Backhoe (1) Total for Site Preparation Phase:79.7 Grading Excavator 1 40 81 250 67.0 8 480 72 Excavator (1) Grader 1 40 85 250 71.0 8 480 76 Grader (1) Dozer 1 40 82 250 68.0 8 480 73 Dozer (1) Tractor 1 40 84 250 70.0 8 480 75 Tractor (1) Front End Loader 1 40 79 250 65.0 8 480 70 Front End Loader (1) Backhoe 1 40 78 250 64.0 8 480 69 Backhoe (1) Total for Grading Phase:81.0 Building Construction Generator 1 50 72 250 58.0 8 480 64 Generator (1) Crane 1 16 81 250 67.0 8 480 68 Crane (1) Man Lift 1 20 75 250 61.0 8 480 63 Man Lift (1) Man Lift 1 20 75 250 61.0 8 480 63 Man Lift (1) Man Lift 1 20 75 250 61.0 8 480 63 Man Lift (1) Tractor 1 40 84 250 70.0 8 480 75 Tractor (1) Front End Loader 1 40 79 250 65.0 8 480 70 Front End Loader (1) Backhoe 1 40 78 250 64.0 8 480 69 Backhoe (1) Welder / Torch 1 40 73 250 59.0 8 480 64 Welder / Torch (1) Total for Building Construction Phase:78.3 Paving Paver 1 50 77 250 63.0 8 480 69 Paver (1) Concrete Mixer Truck 1 40 79 250 65.0 8 480 70 Concrete Mixer Truck (1) Concrete Mixer Truck 1 40 79 250 65.0 8 480 70 Concrete Mixer Truck (1) Concrete Pump Truck 1 20 81 250 67.0 8 480 69 Concrete Pump Truck (1) Concrete Pump Truck 1 20 81 250 67.0 8 480 69 Concrete Pump Truck (1) Roller 1 20 80 250 66.0 8 480 68 Roller (1) Roller 1 20 80 250 66.0 8 480 68 Roller (1) Backhoe 1 40 78 250 64.0 8 480 69 Backhoe (1) Total for Paving Phase:78.2 Architectural Coating Compressor (air)1 40 78 250 64.0 8 480 69 Compressor (air) (1) Total for Architectural Coating Phase:69.1 Santa Ana and Almond Warehouse RCNM prepared by Dudek East Receptor AC APPENDIX F-3 Equipment Noise Calculations MECHANICAL EQUIPMENT NOISE LEVEL Input: Equipment Locations / Source Noise Data LwA Site X Y Elev. At Roof or Ground Source Height Single Source Number of Units Sound Level at 50 feet Total Equip. Location Site / Number Frequency (in Hz)500 HVAC 1 Bldg 1 1,354.10 2,552.50 40 3 94.5 1 63 HVAC 1 Bldg 1 York ZF-048 HVAC 2 Bldg 1 1,354.10 2,564.30 40 3 94.5 1 63 HVAC 2 Bldg 1 York ZF-048 Building Elevation Roof Elevation Receivers at P.L.Applicable Standard 0 40 North P.L.1354.1 2619.5 0 65 South P.L.1354.1 2000.5 0 65 East P.L.1485.4 2559.5 0 65 West P.L.855.8 2559.5 0 65 Output:Location:Applicable Standard North P.L.1354.1 2619.5 0 65 Source Coordinates Receiver Coordinate s Location- Equipment Leq (h) at 50' Receiver Elevation Source Elevation Source to Receiver Source to Barrier Receiver to Barrier Barrier (base)Barrier Height Fresnel No.Barrier Leq w/o Barrier Leq w/Barrier Equip Site X Y Z X Y (dBA)(feet)(feet)(feet)(feet)(feet)(feet)(feet) at 500 Hz Attenuation (dBA) (dBA)(dBA) HVAC 1 Bldg 1 1354.1 2552.5 40 1354.1 2619.5 York ZF-048 63 5 43.0 67 20 47 40 3.0 3.05 18 60 42 HVAC 2 Bldg 1 1354.1 2564.3 40 1354.1 2619.5 York ZF-048 63 5 43.0 55 35 20 40 3.0 9.84 23 62 42 TOTAL Leq:64 45 Without With Barrier/ Barrier Parapet MECHANICAL EQUIPMENT NOISE LEVEL Input: Equipment Locations / Source Noise Data LwA Site X Y Elev. At Roof or Ground Source Height Single Source Number of Units Sound Level at 50 feet Total Equip. Location Site / Number Frequency (in Hz)500 HVAC 1 Bldg 1 1,354.10 2,552.50 40 3 94.5 1 63 HVAC 1 Bldg 1 York ZF-048 HVAC 2 Bldg 1 1,354.10 2,564.30 40 3 94.5 1 63 HVAC 2 Bldg 1 York ZF-048 Building Elevation Roof Elevation Receivers at P.L.Applicable Standard 0 40 North P.L.1354.1 2619.5 0 65 South P.L.1354.1 2000.5 0 65 East P.L.1485.4 2559.5 0 65 West P.L.855.8 2559.5 0 65 Output:Location:Applicable Standard South P.L.1354.1 2000.5 0 65 Source Coordinates Receiver Coordinate s Location- Equipment Leq (h) at 50' Receiver Elevation Source Elevation Source to Receiver Source to Barrier Receiver to Barrier Barrier (base)Barrier Height Fresnel No.Barrier Leq w/o Barrier Leq w/Barrier Equip Site X Y Z X Y (dBA)(feet)(feet)(feet)(feet)(feet)(feet)(feet) at 500 Hz Attenuation (dBA) (dBA)(dBA) HVAC 1 Bldg 1 1354.1 2552.5 40 1354.1 2000.5 York ZF-048 63 5 43.0 552 525 27 40 3.0 16.35 25 42 22 HVAC 2 Bldg 1 1354.1 2564.3 40 1354.1 2000.5 York ZF-048 63 5 43.0 564 510 54 40 3.0 9.63 23 42 22 TOTAL Leq:45 25 Without With Barrier/ Barrier Parapet MECHANICAL EQUIPMENT NOISE LEVEL Input: Equipment Locations / Source Noise Data LwA Site X Y Elev. At Roof or Ground Source Height Single Source Number of Units Sound Level at 50 feet Total Equip. Location Site / Number Frequency (in Hz)500 HVAC 1 Bldg 1 1,354.10 2,552.50 40 3 94.5 1 63 HVAC 1 Bldg 1 York ZF-048 HVAC 2 Bldg 1 1,354.10 2,564.30 40 3 94.5 1 63 HVAC 2 Bldg 1 York ZF-048 Building Elevation Roof Elevation Receivers at P.L.Applicable Standard 0 40 North P.L.1354.1 2619.5 0 65 South P.L.1354.1 2000.5 0 65 East P.L.1485.4 2559.5 0 65 West P.L.855.8 2559.5 0 65 Output:Location:Applicable Standard East P.L.1485.4 2559.5 0 65 Source Coordinates Receiver Coordinate s Location- Equipment Leq (h) at 50' Receiver Elevation Source Elevation Source to Receiver Source to Barrier Receiver to Barrier Barrier (base)Barrier Height Fresnel No.Barrier Leq w/o Barrier Leq w/Barrier Equip Site X Y Z X Y (dBA)(feet)(feet)(feet)(feet)(feet)(feet)(feet) at 500 Hz Attenuation (dBA) (dBA)(dBA) HVAC 1 Bldg 1 1354.1 2552.5 40 1485.4 2559.5 York ZF-048 63 5 43.0 131 30 101 40 3.0 1.34 15 54 40 HVAC 2 Bldg 1 1354.1 2564.3 40 1485.4 2559.5 York ZF-048 63 5 43.0 131 30 101 40 3.0 1.34 15 54 40 TOTAL Leq:57 43 Without With Barrier/ Barrier Parapet MECHANICAL EQUIPMENT NOISE LEVEL Input: Equipment Locations / Source Noise Data LwA Site X Y Elev. At Roof or Ground Source Height Single Source Number of Units Sound Level at 50 feet Total Equip. Location Site / Number Frequency (in Hz)500 HVAC 1 Bldg 1 1,354.10 2,552.50 40 3 94.5 1 63 HVAC 1 Bldg 1 York ZF-048 HVAC 2 Bldg 1 1,354.10 2,564.30 40 3 94.5 1 63 HVAC 2 Bldg 1 York ZF-048 Building Elevation Roof Elevation Receivers at P.L.Applicable Standard 0 40 North P.L.1354.1 2619.5 0 65 South P.L.1354.1 2000.5 0 65 East P.L.1485.4 2559.5 0 65 West P.L.855.8 2559.5 0 65 Output:Location:Applicable Standard West P.L.855.8 2559.5 0 65 Source Coordinates Receiver Coordinate s Location- Equipment Leq (h) at 50' Receiver Elevation Source Elevation Source to Receiver Source to Barrier Receiver to Barrier Barrier (base)Barrier Height Fresnel No.Barrier Leq w/o Barrier Leq w/Barrier Equip Site X Y Z X Y (dBA)(feet)(feet)(feet)(feet)(feet)(feet)(feet) at 500 Hz Attenuation (dBA) (dBA)(dBA) HVAC 1 Bldg 1 1354.1 2552.5 40 2559.5 0 York ZF-048 63 5 43.0 2,823 375 2,448 40 3.0 0.03 6 28 22 HVAC 2 Bldg 1 1354.1 2564.3 40 2559.5 0 York ZF-048 63 5 43.0 2,833 375 2,458 40 3.0 0.03 6 28 22 TOTAL Leq:31 25 Without With Barrier/ Barrier Parapet FOR DISTRIBUTION USE ONLY - NOT TO BE USED AT POINT OF RETAIL SALE 251933-YTG-Y-0715 TECHNICAL GUIDE Description YORK® ZE/ZF/ZR/XN/XP Series units are convertible single package high efficiency rooftops with a common roof curb for the 3, 4, 5 and 6 Ton sizes (ZE, ZR, XN, XP not available in 6 Ton). Although the units are primarily designed for curb mounting on a roof, they can also be slab-mounted at ground level or set on steel beams above a finished roof. All ZE/ZF/ZR/XN/XP Series units are self-contained and assembled on rigid full perimeter base rails allowing for overhead rigging. Every unit is completely charged, wired, piped and tested at the factory to provide a quick and easy field installation. All models (including those with an economizer) are convertible between bottom and horizontal duct connections. ZE/ZF/ZR Series units are available in the following configurations: cooling only, cooling with electric heat, and cooling with one or two stage gas heat. Electric heaters are available as factory-installed option or field installed accessory. XN/XP Series units are available in the following configurations: cooling and heating only and cooling and heating with electric heat. Tested in accordance with: R-410A ZE/ZF/ZR/XN/XP SERIES 3 - 6 TON 60 Hertz 251933-YTG-Y-0715 2 Johnson Controls Unitary Products Table of Contents Description . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 Table of Contents . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 Component Location . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 Nomenclature . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 Features and Benefits . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 Guide Specifications . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 Physical Data . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 Capacity Performance . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25 Airflow Performance . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 67 Sound Performance . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 86 Electrical Data . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 87 Typical Field Power and Control Wiring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 143 Weights and Dimensions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 147 Component Location Gas/Electric Smoke Detector 3/4” PVC Female Condensate Drain GFCI Convenience Outlet Knockout For Side Control Entry Simplicity® Lite™ Or Simplicity SE Control Board Knockout For Side Gas Supply Entry Full Perimeter Baserails With Forklift Slots And Lifting Holes Highly Efficient Enhanced Copper Tube/Enhanced Aluminum Fin Or Micro-Channel Aluminum Tube/Aluminum Fin Condenser High Efficiency Compressor Power Ventor Motor With Post Purge Cycle20 Gauge Aluminized Steel Tubular Heat Exchanger Belt Drive Or Direct Drive Blower HACR BreakerEconomizer Hood Knockout For Side Power Entry Slide-In Economizer 251933-YTG-Y-0715 Johnson Controls Unitary Products 3 Electric/Electric and Heat Pump Economizer Hood Electric Heat Accessory Location High Efficiency Compressor Highly Efficient Enhanced Copper Tube/Enhanced Aluminum Fin Or Micro-Channel Aluminum Tube/Aluminum Fin Condenser Full Perimeter Baserails With Forklift Slots And Lifting Holes Simplicity® Lite™ Or Simplicity® SE Control Board Belt Drive Or Direct Drive Blower Knockout For Side Control Entry GFCI Convenience Outlet 3/4” PVC Female Condensate Drain Smoke Detector Slide-In Economizer Knockout For Side Power Entry HACR Breaker 251933-YTG-Y-0715 4 Johnson Controls Unitary Products Nomenclature Z E 048 N04 A 2 A AA 4 0 1 2 4 A Z = A/C, Single Pkg., R-410A X = HP, Single Pkg., R-410A Product Category Airflow A = Direct Drive4 B = Direct Drive/Single Input Low Leak Econo4 D = Direct Drive/Motorized Damper4 N = Belt Drive P = Belt Drive/Single Input Low Leak Econo R = Belt Drive/Motorized Damper T = Belt Drive High Static U = Belt Drive High Static/Single Input Low Leak Economizer V = Belt Drive High Static/Motorized Damper Product Generation 4 = Fourth Generation *(D, T)10 = 92 MBH Output on 036 Models 036 = 3.0 Ton Nominal Cooling Capacity 048 = 4.0 Ton 060 = 5.0 Ton 072 = 6.0 Ton Product Identifier = 11.2 EER2, A/C = 11.0 EER3, CLG/GAS R = 13.0 SEER Reheat P = 13.0 SEER HP Product Style A = Style A SS Drain Pan Configuration Options (not required for all units) These four digits will not be assigned until a quote is requested, or an order placed. CPC Controller, DFS, APS Honeywell Controller, DFS, APS Novar Controller, DFS, APS 2" Pleated Filters, MERV 7 BAS Ready Economizer (2-10 V.D.C. Actuator Without a Controller) Any Combination of Additional Options that Don’t Have an Option Code Pre-assigned 1. 3 thru 5 Ton Units 2. 6 Ton Units Cooling Only / Cooling With Electric Heat 3. 6 Ton Unit Cooling With Gas Heat 4. 208/230-1-60 Not Available On 13 SEER Units F = 13.0 SEER1, A/C E = 14.0 SEER, A/C N = 14.0 SEER HP Simplicity® Smart Equipment (SSE) w/Communication BACnet MS/TP (programmable to Modbus or N2 protocols) Johnson Controller UNT 1126 (N2 protocol), DFS, APS C00 = Cooling Only. Suitable for Field Installed Electric Heat Heat Type and Nominal Heat Capacity N04 = 40 MBH Output Aluminized Steel, 1 Stage (036) N06 = 60 MBH Output Aluminized Steel, 1 Stage (048) N08 = 80 MBH Output Aluminized Steel, 1 Stage (036, 060, 072) N10 = 100 MBH Output Aluminized Steel, 1 Stage (048, 060, 072) D06 = 60 MBH Output Aluminized Steel, 2 Stage (036, 048, 060, 072) D10 = 100 MBH Output Aluminized Steel, 2 Stage (036*, 048, 060, 072) S04 = 40 MBH Output Stainless Steel, 1 Stage (036) S06 = 60 MBH Output Stainless Steel, 1 Stage (048) S08 = 80 MBH Output Stainless Steel, 1 Stage (036, 060, 072) S10 = 100 MBH Output Stainless Steel, 1 Stage (048, 060, 072) T06 = 60 MBH Output Stainless Steel, 2 Stage (036, 048, 060, 072) T10 = 100 MBH Output Stainless Steel, 2 Stage (036*, 048, 060, 072) E05 = 5 KW E07 = 7 KW E10 = 10 KW E15 = 15 KW E20 = 20 KW E30 = 30 KW Gas Heat Options Electric Heat Options Voltage 1 = 208/230-1-60 2 = 208/230-3-60 4 = 460-3-60 5 = 575-3-60 York Commercial Comfort System (YCCS) Rtu Controller 3 = 380-3-60 A = No Options Installed Installation Options B = Option 1 C = Option 2 D = Options 1 & 2 E = Option 3 F = Option 4 G = Options 1 & 3 H = Options 1 & 4 J = Options 1, 2 & 3 K = Options 1, 2, & 4 L = Options 1,3 & 4 M = Options 1, 2, 3, & 4 N = Options 2 & 3 P = Options 2 & 4 Q = Options 2, 3, & 4 R = Options 3 & 4 S = Option 5 T = Options 1 & 5 U = Options 1, 3, & 5 V = Options 1, 4, & 5 W = Options 1, 3, 4, & 5 X = Options 3 & 5 Y = Options 4 & 5 Z = Options 3, 4 & 5 1 = Disconnect 2 = Non-Pwr'd Conv. Outlet 3 = Smoke Detector S.A. 4 = Smoke Detector R.A. 5 = Pwr'd Conv. Outlet Options AA = None AB = Phase Monitor AC = Coil Guard AD = Dirty Filter Switch AE = Phase Monitor & Coil Guard AF = Phase Monitor & Dirty Filter Switch AG = Coil Guard & Dirty Filter Switch AH = Phase Monitor, Coil Guard & Dirty Filter Switch AS = Bottom Drain Connection RC = Coil Guard & American Flag TA = Technicoat Condenser Coil TJ = Technicoat Evaporator Coil TS = Technicoat Evaporator and Condenser Coil EA = E-Coat Condenser Coil EJ = E-Coat Evaporator Coil ES = E-Coat Cond & Evap Coils 1A = Simplicity SE 1B = Phase Monitor & Simplicity SE 1C = Coil Guard & Simplicity SE 1D = Dirty Filter Switch & Simplicity SE 1E = Phase Monitor, Coil Guard, Simplicity SE 1F = Phase Monitor, Dirty Filter Switch, Simplicity SE 1G = Coil Guard & Dirty Filter Switch, Simplicity SE 1H = Phase Monitor, Coil Guard, Dirty Filter Switch, Simplicity SE Standard Cabinet Additional Options ZZ = If desired option combination is not listed above, ZZ will be assigned and configuration options will be located in digits 15-18. Hinged & Toolless Access Cabinet BA = Hinged & Toolless Filter, Motor and Electrical Access Panels BB = Phase Monitor, Hinged & Toolless Filter, Motor and Electrical Access Panels BC = Coil Guard, Hinged & Toolless Filter, Motor and Electrical Access Panels BD = Dirty Filter Switch, Hinged & Toolless Filter, Motor and Electrical Access Panels BE = Phase Monitor & Coil Guard, Hinged & Toolless Filter, Motor and Electrical Access Panels BF = Phase Monitor & Dirty Filter Switch, Hinged & Toolless Filter, Motor and Electrical Access Panels BG = Coil Guard & Dirty Filter Switch, Hinged & Toolless Filter, Motor and Electrical Access Panels BH = Phase Monitor, Coil Guard & Dirty Filter Switch, Hinged & Toolless Filter, Motor and Electrical Access Panels 2A = Hinged & Toolless Access Panels, Simplicity SE 2B = Hinged & Toolless Access Panels, Phase Monitor, Simplicity SE 2C = Hinged & Toolless Access Panels, Coil Guard & Simplicity SE 2D = Hinged & Toolless Access Panels, Dirty Filter Switch, Simplicity SE 2E = Hinged & Toolless Access Panels, Phase Monitor, Coil Guard, Simplicity SE 2F = Hinged & Toolless Access Panels, Phase Monitor, Dirty Filter Switch, Simplicity SE 2G = Hinged & Toolless Access Panels, Coil Guard, Dirty Filter Switch, Simplicity SE 2H = Hinged & Toolless Access Panels, Phase Monitor, Coil Guard, Dirty Filter Switch, Simplicity SE APPENDIX F-4 Traffic Noise Calculations INPUT: ROADWAYS 14222 Dudek 2 May 2022 MG TNM 2.5 INPUT: ROADWAYS Average pavement type shall be used unless PROJECT/CONTRACT:14222 a State highway agency substantiates the use RUN:Santa Ana_Almond Ave Wrhs - Existing of a different type with the approval of FHWA Roadway Points Name Width Name No.Coordinates (pavement)Flow Control Segment X Y Z Control Speed Percent Pvmt On Device Constraint Vehicles Type Struct? Affected ft ft ft ft mph % Almond Ave 35.0 point1 1 234.2 65.3 0.00 Average point2 2 234.2 350.3 0.00 Santa Ana Ave 30.0 point3 3 -19.5 356.6 0.00 Average point4 4 228.9 356.6 0.00 C:\TNM25\Projects\Santa Ana & Almond Ave Warehouse\Existing 1 2 May 2022 INPUT: RECEIVERS 14222 Dudek 2 May 2022 MG TNM 2.5 INPUT: RECEIVERS PROJECT/CONTRACT:14222 RUN:Santa Ana_Almond Ave Wrhs - Existing Receiver Name No.#DUs Coordinates (ground)Height Input Sound Levels and Criteria Active X Y Z above Existing Impact Criteria NR in Ground LAeq1h LAeq1h Sub'l Goal Calc. ft ft ft ft dBA dBA dB dB ST1 - Santa Ana 1 1 99.0 390.1 0.00 5.00 0.00 66 10.0 8.0 Y ST2 - Almond 2 1 259.2 296.7 0.00 5.00 0.00 66 10.0 8.0 Y C:\TNM25\Projects\Santa Ana & Almond Ave Warehouse\Existing 1 2 May 2022 INPUT: TRAFFIC FOR LAeq1h Volumes 14222 Dudek 2 May 2022 MG TNM 2.5 INPUT: TRAFFIC FOR LAeq1h Volumes PROJECT/CONTRACT:14222 RUN:Santa Ana_Almond Ave Wrhs - Existing Roadway Points Name Name No.Segment Autos MTrucks HTrucks Buses Motorcycles V S V S V S V S V S veh/hr mph veh/hr mph veh/hr mph veh/hr mph veh/hr mph Almond Ave point1 1 152 30 15 30 47 25 0 0 0 0 point2 2 Santa Ana Ave point3 3 197 25 17 25 75 20 0 0 0 0 point4 4 C:\TNM25\Projects\Santa Ana & Almond Ave Warehouse\Existing 1 2 May 2022 RESULTS: SOUND LEVELS 14222 Dudek 2 May 2022 MG TNM 2.5 Calculated with TNM 2.5 RESULTS: SOUND LEVELS PROJECT/CONTRACT: 14222 RUN: Santa Ana_Almond Ave Wrhs - Existing BARRIER DESIGN: INPUT HEIGHTS Average pavement type shall be used unless a State highway agency substantiates the use ATMOSPHERICS: 68 deg F, 50% RH of a different type with approval of FHWA. Receiver Name No.#DUs Existing No Barrier With Barrier LAeq1h LAeq1h Increase over existing Type Calculated Noise Reduction Calculated Crit'n Calculated Crit'n Impact LAeq1h Calculated Goal Calculated Sub'l Inc minus Goal dBA dBA dBA dB dB dBA dB dB dB ST1 - Santa Ana 1 1 0.0 65.7 66 65.7 10 ----65.7 0.0 8 -8.0 ST2 - Almond 2 1 0.0 66.2 66 66.2 10 Snd Lvl 66.2 0.0 8 -8.0 Dwelling Units # DUs Noise Reduction Min Avg Max dB dB dB All Selected 2 0.0 0.0 0.0 All Impacted 1 0.0 0.0 0.0 All that meet NR Goal 0 0.0 0.0 0.0 C:\TNM25\Projects\Santa Ana & Almond Ave Warehouse\Existing 1 2 May 2022 INPUT: ROADWAYS 14222 Dudek 2 May 2022 MG TNM 2.5 INPUT: ROADWAYS Average pavement type shall be used unless PROJECT/CONTRACT:14222 a State highway agency substantiates the use RUN:Santa Ana_Almond Ave Wrhs - Ex w Proj of a different type with the approval of FHWA Roadway Points Name Width Name No.Coordinates (pavement)Flow Control Segment X Y Z Control Speed Percent Pvmt On Device Constraint Vehicles Type Struct? Affected ft ft ft ft mph % Almond Ave 35.0 point1 1 234.2 65.3 0.00 Average point2 2 234.2 350.3 0.00 Santa Ana Ave 30.0 point3 3 -19.5 356.6 0.00 Average point4 4 228.9 356.6 0.00 C:\TNM25\Projects\Santa Ana & Almond Ave Warehouse\Exist w Proj 1 2 May 2022 INPUT: TRAFFIC FOR LAeq1h Volumes 14222 Dudek 2 May 2022 MG TNM 2.5 INPUT: TRAFFIC FOR LAeq1h Volumes PROJECT/CONTRACT:14222 RUN:Santa Ana_Almond Ave Wrhs - Ex w Proj Roadway Points Name Name No.Segment Autos MTrucks HTrucks Buses Motorcycles V S V S V S V S V S veh/hr mph veh/hr mph veh/hr mph veh/hr mph veh/hr mph Almond Ave point1 1 171 30 15 30 47 25 0 0 0 0 point2 2 Santa Ana Ave point3 3 202 25 17 25 86 20 0 0 0 0 point4 4 C:\TNM25\Projects\Santa Ana & Almond Ave Warehouse\Exist w Proj 1 2 May 2022 INPUT: RECEIVERS 14222 Dudek 2 May 2022 MG TNM 2.5 INPUT: RECEIVERS PROJECT/CONTRACT:14222 RUN:Santa Ana_Almond Ave Wrhs - Ex w Proj Receiver Name No.#DUs Coordinates (ground)Height Input Sound Levels and Criteria Active X Y Z above Existing Impact Criteria NR in Ground LAeq1h LAeq1h Sub'l Goal Calc. ft ft ft ft dBA dBA dB dB ST1 - Santa Ana 1 1 99.0 390.1 0.00 5.00 0.00 66 10.0 8.0 Y ST2 - Almond 2 1 259.2 296.7 0.00 5.00 0.00 66 10.0 8.0 Y C:\TNM25\Projects\Santa Ana & Almond Ave Warehouse\Exist w Proj 1 2 May 2022 RESULTS: SOUND LEVELS 14222 Dudek 2 May 2022 MG TNM 2.5 Calculated with TNM 2.5 RESULTS: SOUND LEVELS PROJECT/CONTRACT: 14222 RUN: Santa Ana_Almond Ave Wrhs - Ex w Proj BARRIER DESIGN: INPUT HEIGHTS Average pavement type shall be used unless a State highway agency substantiates the use ATMOSPHERICS: 68 deg F, 50% RH of a different type with approval of FHWA. Receiver Name No.#DUs Existing No Barrier With Barrier LAeq1h LAeq1h Increase over existing Type Calculated Noise Reduction Calculated Crit'n Calculated Crit'n Impact LAeq1h Calculated Goal Calculated Sub'l Inc minus Goal dBA dBA dBA dB dB dBA dB dB dB ST1 - Santa Ana 1 1 0.0 66.2 66 66.2 10 Snd Lvl 66.2 0.0 8 -8.0 ST2 - Almond 2 1 0.0 66.3 66 66.3 10 Snd Lvl 66.3 0.0 8 -8.0 Dwelling Units # DUs Noise Reduction Min Avg Max dB dB dB All Selected 2 0.0 0.0 0.0 All Impacted 2 0.0 0.0 0.0 All that meet NR Goal 0 0.0 0.0 0.0 C:\TNM25\Projects\Santa Ana & Almond Ave Warehouse\Exist w Proj 1 2 May 2022