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W >E u7 <br /> C 00 E <br /> O a <br /> O CV <br /> N <br /> to N M .- E a� <br /> W (N <br /> J O O CV U o <br /> Q � Z N X � w <br /> z Z - Q LL 3 <br /> CU <br /> Of C a 0 <br /> W �, C <br /> 70 <br /> LL J LLJ <br /> 06ULJLI)f E > --d <br /> _(D> <br /> m •- � o <br /> - U _ L .> <br /> W '- C) -0 <br /> (a U J C) O <br /> J Q - � 0 � > <br /> Z L <br /> Job: 11 S.Church St U 0 � �O o o <br /> ASHRAE/ACCACOMPLIANCE FORM FOR STANDARD 183 RI ht-Suite® Universal 2019 Short Form Job: 11 S.Church St Right-Suite®Universal 2019 Load Summary N � 0 <br /> g Date: 11-1-2019 CV <br /> Date: 11-1-2019 <br /> Bakery By: Anthony Amadio,PE Bakery By: Anthony Amadio,PE LL N pp U p c <br /> CLE Plan: Ruby Bakery&Cafe CLE Plan: Ruby Bakery&Cafe z LO 00 p -0 v <br /> Q Q M � �� � o <br /> Phone:901.257.5910 Email:anthonyamadio@peloadcalcs.com License:39333 O CD 0 U + U <br /> Phone:901.257.5910 Email:anthonyamadio@peloadcalcs.com License:39333CV 00 ::3L_ <br /> ,� L <br /> . <br /> Project <br /> - • • Project (D - Q a) N <br /> co <br /> Building or Zone Name: For: N LL m c`oo c <br /> For: 11 S.Church St,Lodi,CA 95240 W - <br /> Bakery C/3 N p 0 '(n ,2 L <br /> 11 S.Church St,Lodi,CA 95240 (D H D <br /> C) <br /> Zone: Bakery COOLING LOAD U <br /> Location or Address: Htg Clg Htg Clg 1. DESIGN CONDITIONS at Jul 1500 LST Peak load at Jul 1500 LST <br /> Outside db (°F) 33 98 Inside db (°F) 68 75 Inside: 75 °F Outside: 98 °F TD: 23 °F <br /> 11 S.Church St,Lodi,CA952400 (/o)0 0 ° <br /> Outside RH (/o) - 22 Inside RH - 45 RH: 22 /o MoistDift: 0.9 gr/Ib Mult: 1.0 Ins.wb 61 F <br /> Outside wb (°F) - 69 Inside wb (°F) - 61 Sensible Latent <br /> Daily range (°F) - 32 Design TD (°F) 35 23 2. SOLAR RADIATION THROUGH GLASS 8366 _ TAMP. <br /> Moisture diff. (gr/Ib) - 0.9 3. TRANSMISSION GAINS Sensible 10951 <br /> Walls: 847 <br /> Design Conditions: Glass: 3815 - - �OFESS10 <br /> Heating Equipment Cooling Equipment Doors: 234 - - Q �F <br /> Cooling Heating - - pNY A 2 <br /> Partitions: 0 <br /> Weather Data Used Lodi,CA, US Make Make Lennox Landmark Floors: 0 _ _ <br /> OO <br /> = / 2 <br /> Model Model KGB092S4B Y,G,J Ceilings: 6055 - - U M 39333 <br /> Indoor Dry Bulb Design Temperature 75 °F 68 °F Type Pkg gas furnace Type PkgAC 4. INTERNAL HEAT GAIN Sensible Latent 24430 8821 =, <br /> Efficiency 80AFUE COP/EER/SEER 0 Occupants: 7675 8425 - - <br /> Indoor Design Relative Humidity 45 % 39 % Heating Input 130.0 MBtuh Sensible Cooling 7.6 MBtuh Lights: 4522 - -Heating Output 104.0 MBtuh Latent Cooling 1.0 MBtuh Motors: 0 - - - <br /> Appliances: 12234 396 - - <br /> Humidifier 27.8 gpd Total Cooling 8.6 MBtuh App �F P <br /> Load Calculation Method: Leaving Air Temp 94.3 °F Leaving Air Temp 55.0 °F 5. INFILTRATION: Outside air cfm: 6 142 3 (9 CHANXG <br /> (Indicate which ofthefollowing methods isused..) 6. SUBTOTAL: Space load Sensible Latent 43889 8824 '9T <br /> Actual Heating Fan 3600 cfrn Actual Cooling Fan 3600 cfm Envelope 43889 8824 - - FOFCAL�F� <br /> ❑ CLTD/CLF -Cooling Load Tempratture Difference/Cooling Load Factor methods Less external 0 - - - <br /> Redistribution 0 0 - - <br /> ❑ HB -Heat Balance methods 7. SUPPLYDUCT 5613 - <br /> 8. SUBTOTAL: Space load+supply duct 49502 - <br /> ❑ TETD/TA -Total Equivalent Temperature Difference/Time Averaging methods Actual cfm: 3600 at supply TD: 20 <br /> 9. VENTILATION: Make-up air cfm: 900 22628 555 <br /> ❑ TFM -Transfer Function methods 10. RETURN AIR LOAD: Lighting+plenum(net) 0 - <br /> 11. RETURN DUCT 1753 <br /> ❑ RTS -Radiant Time Series methods NAME Area Heat Sensible Latent Htg Clg Time 12. TOTAL LOADS ON EQUIPMENT 73883 9432 <br /> ❑� OTHER (please specify) ACCA Manual N <br /> ft2 Loss Gain Gain cfm cfm HEATING LOAD <br /> Customer 680 30903 39932 6525 2033 2271 Jul 1500 LST 13. DESIGN CONDITIONS Mult: 1.0 <br /> �pFESSION,q RR 91 2584 938 6 291 73 Jul 1500 LST Inside: 68 °F Outside: 33 °F TD: 35 °F <br /> OQ NY q �F2 Office 147 2696 2386 220 164 134 Jul 1500 LST 14. TRANSMISSION LOSSES 22115 <br /> The undersigned attests that the above information is correct and that the procedures �' �`�C M90 c� Kitchen 803 38089 30202 2664 1112 1122 Jul 1500 LST Walls: 2075 - <br /> _ �' <br /> used to perform the load calculations comply with ANSI/ASHRAEIACCAStandard 183 <u Q o m Hall 281 863 424 18 0 0 Jul 1500 LST Glass: 5831 <br /> M 39333 Doors: 294 - <br /> �� Date: Partitions: 0 <br /> Digitally signed by Anthony R /��✓""U Bakery 2002 75135 73883 9432 3600 3600 Jul 1500 LST Floors: 8590 _ <br /> Signed: Amadio l <br /> 'Date:2019.11.01 20:04:19-04'00 Ceilings: 5325 cc sT �F�HAN\�P�' ��, 15. INFILTRATION: Outside air cfm: 11 417 � <br /> F - 16. SUBTOTAL: Space load 22533 <br /> qT OFCAO\ Envelope 22533 - 441T Q) <br /> Less external 0 - N <br /> Submitted by: Date: Less transfer 0 - LO m <br /> Redistribution 0 - <br /> AnthonyAmadio,PE 11-1-2019 17. SUPPLYDUCT- 7027 <br /> 18. VENTILATION: Make-up air cfm: 900 34585 <br /> 19. HUMIDIFICATION 10279 08 < <br /> Piping 0 UJO <br /> 20. RETURN DUCT 711 .41*- <br /> 21. TOTAL HEATING LOAD ON EQUIPMENT 75135 <br /> r MO � <br /> L <br /> 2019-Nov-01 18:222:32 wrightsoft`° - 2019-Nov-01 18:22:32 ^M'A` 4g"u uWJY 2019-Nov-01 18:22:32 <br /> LO 0 <br /> wrightsoft"" Right-Sude®Universal 2019 19.0.13 RSU18218 Pa e 1 wri htso <br /> M,,.„• „..„.,,,,.,. 1 2:% <br /> .,,,,,.,, Right-Suite®Universal 2019 19.0.13 RSU18218 Pa e 1 2 = •.... Right-Suite®Universal 2019 19.0.13 RSU18218 Page 1 <br /> C:\Users\Anthon Amadio\Deskto \Baker Bake ru Calc=MN5 Building Frontfaces: E C.\UsersAnlhonyAmadio Desktop Baker\Bakeryrup Calc MN5 Building Frontfaces. E C:\Users�Anthon Amadio\Deskto \Baker Bake ru Calc=MN5 Building Frontfaces: E m <br /> Y P � rY P 9 Y P � rY P 9 <br /> Cl) LLJ <br /> r � i Cf) <br /> Job: 11 S.Church StDuct System Summa DetailReturn Branch Table J O <br /> Date: 11-1-2019 D <br /> Bakery By: Anthony Amadio,PE N Manual N / <br /> U <br /> CLE Plan: Ruby Bakery&Cafe Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct J <br /> Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk RR office co i <br /> Phone:901.257.5910 Email:anthonyamadio@peloadcelcs.com License:39333rb2 0X0 2075 1896 128.5 0.099 951 20.0 OX 0 VIFx 12x12 C/) <br /> rb1 Ox 0 1525 1704 125.5 0.102 781 20.0 Ox 0 VIFx 170 din O <br /> Project • • �� p <br /> 70 cfm12 x 12 8 <br /> For: <br /> 11 S.Church St,Lodi,CA 95240 � _0 <br /> s° 1 <br /> UO <br /> Heating Cooling LLJ <br /> External static pressure 0.85 in H2O 0.85 in H2O <br /> Pressure losses 0.50 in H2O 0.50 in H2O 10" <br /> Available static pressure 0.35 in H2O 0.35 in H2O Hall <br /> Supply/return available pressure 0.222/0.128 in H2O 0.222/0.128 in H2O 24x2UM <br /> ;, <br /> Lowest friction rate 0.099 in/100ft 0.099 in/100ft 14 > <br /> Actual airflow 3600 cfm 3600 cfm 24x24RA <br /> Total effective length(TEL) 352 ft 1350 di" Kitchen <br /> Q) <br /> SupplyDetail TableO <br /> Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv 20„ 14 REVISIONS 0 <br /> •- <br /> Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk 24x24 <br /> 16" 560 cfm DA 11/21/19 AA PC Comments E <br /> customer-B c 7851 508 568 0.101 14.0 Ox 0 VIFx 56.0 165.0 st2A <br /> customer-C c 7851 508 568 0.108 14.0 ox 0 VIFx 50.5 155.0 st2A 7.5-Ton RTU Q <br /> customer-D c 7851 508 568 0.120 14.0 Ox 0 VIFx 39.5 145.0 st2 900 cfm CA <br /> customer-E C 7851 508 568 0.112 14.0 Ox 0 VIFx 44.0 155.0 st2 20" <br /> Kitchen-B c 7757 556 561 0.121 14.0 Ox 0 VIFx 38.0 145.0 st1 - - - O <br /> Kitchen-C c 7757 556 561 0.118 14.0 Ox 0 VIFx 29.0 160.0 st1 <br /> Office h 1025 164 134 0.099 8.0 Ox 0 VIFx 53.5 170.0 st1A - - - <br /> RR h 1821 291 73 0.104 6.0 Ox 0 VIFx 54.4 160.0 st1 A 24 x24 RA,1350 frn 20" Q <br /> (n <br /> S. <br /> Supply Trunk Detail Table Q) <br /> U) <br /> 14„ 14" <br /> Trunk Htg Clg Design Veloc Diam H x W Duct <br /> Name Type Cfm cfm FR m In In Material Trunk 24x24 560 dm 1s" 24x24 <br /> U <br /> yp 24 x 24 24 x 24 <br /> 560 dm <br /> stlA PeakAVF 455 206 0.099 579 12.0 0 x 0 ShtMetl st1 <br /> st1 PeakAVF 1567 1329 0.099 1122 16.0 0 x 0 ShtMetl <br /> st2A PeakAVF 1017 1136 0.101 813 16.0 0 x 0 ShtMetl st2 <br /> st2 PeakAVF 2033 2271 0.101 1041 20.0 0 x 0 ShtMetl No. Date Drn Remarks z <br /> 14" 14" <br /> DRAWN: A. Amadio Q) <br /> 24 x 24 24 x 24 <br /> 560 cfin 560 cfrn CHECKED: HT <br /> Customer <br /> DATE: 11/25/2019 <br /> SCALE: AS NOTED <br /> Bold/talicvalues have been manualtyoverridden Bold/talicvalues have been manually overridden JOB NO: 22471 Q0 <br /> Job#: 11 S.Church St CLE Scale: 1 113 <br /> ft`° 2019-Nov-0118:22:32 2019-Nov-0118:22:32 Performed by AnthonyAmadio, PE for: Pagel SHEET TITLE <br /> wrightsowrightsoft`° Right-Suite(E)Universal 2019 <br /> Right-Suite®Universal 2019 19.0.13 RSU18218 Pagel M„,.;„,,„„„r,„n_r. ,.,.,, Right-Suite®Universal 2019 19.0.13 RSU18218 Paget <br /> 18 <br /> C:\Users\Anthon Amadio\Deskto \Bake Baker.ru Calc=MN5 Building Frontfaces: E C:\Users�Anthon Amadio\Deskto \Bake Baker.ru Calc=MN5 Building Frontfaces: E 11 S.Church St 19.0.13 RSU182:5 <br /> Y P M Y P 9 Y P M Y P 9 <br /> Lodi,CA 95240 Phone:901.257.5910 2019-Nov-01 18:22:53 <br /> Amadio\Desktop\BakeryBakery.rup ACCA MANUAL N D01\1 <br /> CD <br /> anthonyamadio@peloadcalcs.com O <br /> __1 <br /> LnBAKERY <br /> LOAD CALCS <br /> Q� <br /> SHEET n <br /> If a Builder and/or Subcontractor deviates in anyway <br /> from any design produced by California Living & Energy <br /> without the expressed written consent of California Living <br /> & Energy then all warranties become null and void. For Q) <br /> further clarification refer to clauses & warranties section 0060 <br /> of our bid proposal & contract section VI. 0 <br /> ALL PROJECT DRAWINGS, SPECIFICATIONS AND OTHER WORK PRODUCT PREPARED BY CALIFORNIA LIVING & ENERGY ARE INSTRUMENTS OF SERVICE FOR THIS PROJECT ONLY AND SHALL REMAIN THE PROPERTY OF CLE WHETHER THE PROJECT IS COMPLETED OR NOT. ANY REVISIONS, CHANGES, ADAPTATIONS <br /> ETC. TO CL&E's INSTRUMENTS OF SERVICE, ALSO KNOWN AS BUT NOT LIMITED TO DESIGN MUST BE APPROVED IN WRITING BY CLE. REUSE BY CLIENT OF ANY OF CL&E's INSTRUMENTS OF SERVICE FOR ANY PROJECT OTHER THAN THE PROJECT THAT IS THE SUBJECT OF THIS AGREEMENT IS UNAUTHORIZED. <br />