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Home My WebLink AboutProject InformationLoad Short Form Job: 1301 Air Calcs LLC Date: Aug 11, 2020 A/H % By: Vicki Lynne Nisa Air Calcs, LLC 7550 Hidden Hammock Ln, Vero Beach, FL32966 Phone: 772.800.8413 Email: vickilyme@aircelcs.com For: MarioArbucci, Coastal Construction and Design, Inc 4800 Watersong Way, Hutchinson Island, FL 34949 Design Information Htg Clg Infiltration Outside db (°F) 41 90 Method Blower door Inside db (°F) 70 75 Shielding / stories 3 (partial) / 3 Design TD (°F) 29 15 Pressure /AVF 50 Pa / 3213 cfm Daily range - L Inside humidity (%) 30 50 Moisture difference (grAb) 2 57 HEATING EQUIPMENT Make Carrier Trade Model AHRI ref Efficiency Heating input Heating output Temperature rise Actual airflow Airflowfactor Static pressure Space thermostat 100 EFF 11.4 kW 38898 Btuh 19 °F 1900 cfm 0.053 cfm/Btuh 0.70 in H2O COOLING EQUIPMENT Make Carrier Trade CARRIER Cond 24APB660A00300 Coil FX4DNF061 L AHRI ref 201778739 Efficiency 13.0 EER,16 SEER Sensible cooling 39900 Btuh Latent cooling 17100 Btuh Total cooling 57000 Btuh Actual airflow 1900 cfrn Air flow factor 0.047 cfm/Btuh Static pressure 0.70 in H2O Load sensible heat ratio 0.81 ROOM NAME Area (ft2) Htg load (Btuh) Clg load (Btuh) Htg AVF (clml) CIgAVF (cfm) Flex Space 404 6387 5698 340 271 Hallway 144 0 0 0 0 Foyer 185 5045 2710 269 129 Storage 45 562 167 30 8 1 st Fir Laundry 84 2138 1827 114 87 Dining Room 237 3067 3914 163 186 Ocean Room 418 7765 12562 413 597 Kitchen 351 2595 5841 138 277 2nd Fir Laundry 110 1351 1583 72 75 A/C 1 16 0 0 0 0 Bed 4 246 3263 3312 174 157 Bath 4 98 1000 1105 53 52 Pwdr Rm 56 1200 918 64 44 n_� r�- u_n 4 04 n n n n cnu nr nau VJ Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -r Wrj9htSOmTt® 0.081.31 Mgtt-Sute®Uriversal201919.020RSU27054 (FILE C®pY 2020Aug-191Page1 ...nls\WdghtsoftWA04800WatersorgWayCC&Dnp Cale=MJ8 FrontDoorfaces: W IMMI CIl7V LD U V V U 2nd Fir Bev 25 0 0 0 0 Cabana 130 1312 376 70 18 A/H 1 d 2756 35685 40013 1900 1900 Other equip loads 1277 674 Equip. @ 0.95 RSM 38815 Latent cooling 9783 Tr1TA1 C AQC00 4nnn 4nnn L/- VV - -W-w 1-w 1Jww Calculations approved byACCAto meet all requirements of Manual J 8th Ed. 2020-AIg-1910:08:31 wrightsoft® t• m,�.w�.w�mw, WgM-Stite@Uriversal20l9l9.020RSU27054 Page 2 ,ds\WdgttsoftHVACW800WatersorgWay CC&Dnp Calc=MA Frord Door faoes: W Load Short Form Job: 1301 Air Calks, LLC Date: Aug 11, 2020 A/H 2 By: Vicki Lynne Nisa Air Calcs, LLC 7550 Hidden Hammock Ln, Vero Beads, FL32966 Phone: 772.800.8413 Email: vicdlyrm@aircalcs.com Project• • For. MarioArbucci, Coastal Construction and Design, Inc 4800 Watersong Way, Hutchinson Island, FL 34949 Design Information Htg Clg Infiltration Outside db (°F) 41 90 Method Blower door Inside db (°F) 70 75 Shielding / stories 3 (partial) / 3 Design TD (°F) 29 15 Pressure /AVF 50 Pa / 3213 cfm Daily range - L Inside humidity (%) 30 50 Moisture difference (grAb) 2 57 HEATING EQUIPMENT Make Trade Model AHRI ref Efficiency Heating input Heating output Temperature rise Actual airflow Air flow factor Static pressure Space thermostat 100 EFF 7.0 kW 23808 Btuh 19 'F 1140 cfm 0.051 cfm/Btuh 0.70 in H2O COOLING EQUIPMENT Make Carrier Trade CARRIER Cond 24APB636AO0300 Coil FX4DNF037L AHRI ref ' 201779971 Efficiency 13.0 EER,16 SEER Sensible cooling 23940 Btuh Latentcooling 10260 Btuh Total cooling 34200 Btuh Actual airflow 1140 cfm Air flow factor 0.049 cfm/Btuh Static pressure 0.70 in H2O Load sensible heat ratio 0.80 ROOM NAME Area ( Htg load (Btuh) Clg load (Btuh) HtgAVF (Cfm) CIgAVF (Cfm) Master Bedroom 448 5476 6639 278 323 M Hall 39 0 0 0 0 Hers 106 917 456 47 22 Master Bath 205 4198 4389 213 214 Wt . Clst 27 490 413 25 20 3rd Fir Stairs 108 1606 1048 82 51 Loft 136 2586 3405 131 166 Bath 3 88 1045 1108 53 54 Bed 3 209 3066 2739 156 133 WIC 3 43 342 173 17 8 A/C 2 15 0 0 0 0 Bath 2 63 630 462 32 23 Bed 2 206 1633 2332 83 114 .�.'.., -3� ilia 1r;11 17 A M%, c V V Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -Fk wrightsoft® 2020-Aug-1 9 10:08:31 nk.fB..WLe WMvryGmp.M Right-Skite®Universal 201919.020 RSU27054 Page /`f/N�L►r�1 _. WWrightsoft HVAC4f800 Watersong Way CC&D.rrp CaIc=MJ8 Frord Doorfaces: W nib 3rd Fir Elev 3rd Fir Hall 56 30 152 103 0 0 72 0 0 a 0 0 a 0 0 AM 2 d 1964 22428 23398 1140 1140 Other equip loads 865 459 Equip. @ 0.95 RSM 22760 Latent cooling 6034 TP1TA1 Q 4nCA 74704 0470A 94An IIAn V I/"1LV IJVT LJLJJ GV/JT IITV IITV Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -Off- wrightsoft® 2020-Aug-1 9 10:08:31 ^'� oM,*•k• .�n„•wwe��,mwm RightSiite0Uriversa1201919.020RSU27054 Page ,1%XWdgltsoftWAC14800WatersongWay CC&Dnp Calc=MJ8 FrordDoorfaces: W Building Analysis sls Job: Aug 1301 Air Calks LLC A/H 1 Date: Aug 11, 2oso By: Vicki Lynne Nisa Air Calcs, LLC 7650 Hidden Hammock LR Vero Beach, FL32966 Phone: 772.800.8413 Email: vicldlyme@aircaics.com For: MadoArbucci, Coastal Construction and Design, Inc 4800 Watersong Way, Hutchinson Island, FL 34949 Location: Indoor: Heating Cooling St Lucie Co Ind, FL, US Indoor temperature (OF) 70 75 Elevation: 26 ft Design TD (OF) 29 15 Latitude: 280N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grub) 2A 56.9 Dry bulb (OF) 41 90 Infiltration: Daily range (OF) - 15 (L ) Method Blower door Wet bulb (OF) - 77 Shielding / stories 3 (partial) / 3 Wind speed (mph) 15.0 7.5 Pressure /AVF 50 Pa / 3213 cfm Component Btuh/ftz Btuh % of load Walls 2.3 6642 18.0 Glazing 20.9 12200 33.0 Doors 0 0 0 Ceilings 1.5 115 0.3 Floors 2.1 3754 10.2 Infiltration 2.2 6017 16.3 Ducts 6958 18.8 Piping 0 0 Humidification 0 0 Ventilation 1277 3.5 Adjustments 0 Total 36962 100.0 Component Btuh/ft' Btuh %of load Walls 1.5 4324 10.6 Glazing 25.3 14794 36.4 Doors 0 0 0 Ceilings 1.1 88 0.2 Floors 0 0 0 Infiltration 0.7 1897 4.7 Ducts 4660 11.5 Ventilation 674 1.7 Internal gains 14250 35.0 Blower 0 0 Adjustments 0 Total 40687 100.0 Latent Cooling Load = 9783 Btuh Overall U-value = 0.159 Btuh/fF °F Data entries checked. Glazinc Glazing Gains -Fk- wriightsoft- 2020-Aug-1 9 10:08:31 ^�^µ ^ -+� Rigk-Skite®Uriversal 201919,0.20 RSU27054 Page 1 rds0rightsoftWAC14800 Watersong WayCCBD.rkp Calc=MJ8 Front Door faces: W Buildin Anal sls Job: Air Calcs LLC g Y Date: Aug Aug 11, zoso AN 2 By. Vicki Lynne Nisa Air Calcs, LLC 7550 Hidden Hammock LR Vero Beads, FL32966 Plane: 772.800.8413 Email: viddlynne@aircalcs.knm Project• • For: MarioArbucci, Coastal Construction and Design, Inc 4800 Watersong Way, Hutchinson Island, FL 34949 Location: Indoor: Heating Cooling St Lucie Co Intl, FL, US Indoor temperature (OF) 70 75 Elevation: 26 ft Design TD (OF) 29 15 Latitude: 280N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grAb) 2.4 56.9 Dry bulb (OF) 41 90 Infiltration: Daily range (OF) - 15 ( L ) Method Blower door Wet bulb (OF) - 77 Shielding / stories 3 (partial) / 3 Wind speed (mph) 15.0 7.5 Pressure /AVF 50 Pa / 3213 cfm Component Btuh/fF Btuh % of load Walls 2.3 4158 17.8 Glazing 21.3 6607 28.4 Doors 0 0 0 Ceilings 1.5 2911 12.5 Floors 1.4 211 0.9 Infiltration 2.2 4632 19.9 Ducts 3910 16.8 Piping 0 0 Humidification 0 0 Ventilation 865 3.7 Adjustments 0 Total 1 1 23293 100.0 Component BtuhAl? Btuh % of load Walls 1.5 2659 11.1 Glazing 26.4 8188 34.3 Doors 0 0 0 Ceilings 1.1 2232 9.4 Floors 0 0 0 Infiltration 0.7 1460 6.1 Ducts 2609 10.9 Ventilation 459 1.9 Internal gains 6250 26.2 Blower 0 0 Adjustments 0 Total 1 1 23858 100.0 Latent Cooling Load = 6034 Btuh Overall U-value = 0.268 Btuhff--°F Data entries checked. Glazing Glazing Gains -Fk- wrilghtsoft- 2020-Aug-1 9 10:08:31 Rigk-Sate® Universal 201919.0.20 RSU27054 Page 2 AslWrigltsoftWAC14800WatersongWay CC&D.np Calc=MJ8 Fron<Doorfaces: W ugpComonent Constructions Job: 01 Air Calks, LLC Date: Aug 11, zozo A/H 2 By- Vicki Lynne Nisa Air Calcs, LLC 7550 Hidden Hammock Ln, Vero Beach, FL32966 Phone: 772.800.8413 Email: viddlyme@airealos.00m iwroject intormation For. MarioArbucci, Coastal Construction and Design, Inc 4800 Watersong Way, Hutchinson Island, FL 34949 Design Conditions Location: Indoor: Heating Cooling St Lucie Co Intl, FL, US Indoor temperature (OF) 70 75 Elevation: 26 ft Design TD (OF) 29 15 Latitude: 28°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grAb) 2A 56.9 Dry bulb (OF) 41 90 Infiltration: Daily range CF) - 15 (L ) Method Blower door Wet bulb (OF) - 77 Shielding / stories 3 (partial) / 3 Wind speed (mph) 15.0 7.5 Pressure /AVF 50 Pa / 3213 cfm Construction descriptions Or Area U value Insul R Htg HTM Loss CIg HTM Gain ft' BWhWF WH13tuh BbAT Bhh Bfttff Bhh Walls Block R-9 Wall: BIk Wall, Stuc 6d, 8" Thk, R-9 Foam Fill, R-11 Foam Interior Ins, 1/2" Gyp Bd Partitions (none) Windows Impact: Impact; NFRC rated (SHGC=0.28); 50% blinds 45°, medium; 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (4.1 ft window ht, 1 ft sep.); 8 ft head ht Impact: Impact; NFRC rated (SHGC=0.28); 50% blinds 45% medium; 50% outdoor insect screen; foreground = green grass (0.23); 6 ft overhang (4 ft window ht, 1 ft sep.); 8 ft head ht Impact: Impact; NFRC rated (SHGC=0.28); 50%blinds 45°, medium; 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (5.1 ft window ht, 1 ft sep.); 8 ft head ht Impact: Impact; NFRC rated (SHGC=0.21); foreground = green grass (0.23); 6 ft overhang (8 ft window ht, 1 ft sep.); 8 ft head ht Impact: Impact; NFRC rated (SHGC=0.31); 50% blinds 45°, medium; 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (5.1 ft window ht, 1 ft sep.); 8 ft head ht Impact: Impact; NFRC rated (SHGC=0.21); foreground = green grass (0.23); 9 ft overhang (8 ft window ht, 1 ft sep.); 8 ft head ht Doors (none) ne 680 0.079 10.0 2.28 1549 1.46 991 se 197 0.079 10.0 2.28 449 1 A6 287 sw 747 0.079 10.0 2.28 1702 1.46 1089 nw 201 0.079 10.0 2.28 458 1.46 293 all 1826 0.079 10.0 2.28 4158 1 A6 2659 ne 8 0.780 0 22.6 185 27.5 226 ne 21 0.780 0 22.6 479 27.5 583 ne 22 0.780 0 22.6 495 27.5 602 sw 8 0.780 0 22.6 185 21.8 179 all 59 0.780 0 22.6 1345 26.7 1589 se 16 0.780 0 22.6 362 16.8 269 se 21 0.780 0 22.6 471 23.0 479 sw 21 0.780 0 22.6 471 23.0 479 all 42 0.780 0 22.6 942 23.0 958 se 48 0.670 0 19.4 933 12.3 591 sw 23 0.780 0 22.6 510 24.1 542 nw 20 0.780 0 22.6 461 29.1 593 nw 22 0.780 0 22.6 500 29.1 643 all 65 0.780 0 22.6 1471 27.4 1779 nw 80 0.670 0 19.4 1554 26.7 2136 wrightac ft- 2020-Aug-1910:0831 Right-Sute®Uriversa1201919.020 RSU27054 Page 1 ..rts1wrightsoftFIVAC41800WatersorgWay CC&DAp Cale =MJ8 Front Door faces: W Ceilings Attic, Metal Roof, R 22 Roof Deck Ins, 5/8" Gyp Bd Int Fnsh 1964 0.386 23.0 1.48 2911 1.14 2232 Floors 8" Thkns Concrete Hallow Core, R-19 Spray Foam Ins 149 0.049 19.0 1.42 211 wrightsoft® 2020-Aug-191008:31 :. pNrt mi6M1�w�� w� MgR-Site®Uriversal201919.020 RSU27054 Page 2 /rIC. rdslWrigtisoftHVAC44800WatersongWayCC&D.rtp Calc=MJB Frord Door faces: W Job: 1301 Air Calcs, LLC Component Constructions Date: Aug 11, 2020 AN 1 By: Vicki Lynne Nisa Air Calcs, LLC 7550 Hidden Hammock Ln, Vero Beach, FL32966 Phone:772.800.8413 Email: viddlyme@aircalrs.com •ject intormation For. MarioArbucci, Coastal Construction and Design, Inc 4800 Watersong Way, Hutchinson Island, FL 34949 Design Conditions Location: Indoor: Heating Cooling St Lucie Co Inti, FL, US Indoor temperature (OF) 70 75 Elevation: 26 ft Design TD (OF) 29 15 Latitude: 28°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (grAb) 2.4 56.9 Dry bulb (OF) 41 90 Infiltration: Daily range (OF) - 15 (L ) Method Blower door Wet bulb CF) - 77 Shielding / stories 3 (partial) / 3 Wind speed (mph) 15.0 7.5 Pressure /AVF 50 Pa / 3213 cfm Construction descriptions Or Area U--value Insul R Htg HTM Loss clg HTM Gain fF BNhWF W F/BM eww ebb Bh ff BM Walls Block R-9 Wall: Blk Wall, Stuc Ext, 8" Thk, R-9 Foam RII, R-11 Foam n 103 0.079 10.0 2.28 235 1.46 150 Interior Ins, 1/2" Gyp Bd ne 654 0.079 10.0 2.28 1488 1.46 952 se 314 0.079 10.0 2.28 716 1 A6 458 sw 806 0.079 10.0 2.28 1836 1.46 1174 nw 313 0.079 10.0 2.28 713 1.46 456 all 2190 0.079 10.0 2.28 4988 1.46 3190 Partitions Frm Wall, 1/2" Gyp Bd Ext, R-11 Cav Ins, 1/2" Gyp Bd Int Fnsh, 216" 497 0.115 11.0 3.33 1654 1.65 822 Metal Frm, 16" OC Stud 189 0.115 11.0 0 0 1.65 313 all 687 0.115 11.0 2.41 1654 1.65 1134 Windows Impact: Impact; NFRC rated (SHGC=0.28); 50% blinds 45°, medium; ne 21 0.780 0 22.6 479 27.5 583 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang sw 11 0.780 0 22.6 247 21.8 238 (4.1 ft window ht, 1 ft sep.); 8 ft head ht sw 21 0.780 0 22.6 479 21.8 462 all 53 0.780 0 22.6 1206 24.1 1283 Impact: Impact; NFRC rated (SHGC=0.28); 50% blinds 45°, medium; ne 20 0.780 0 22.6 452 27.6 550 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (6 ft window ht, 1 ft sep.); 8 ft head ht Impact: Impact; NFRC rated (SHGC=0.28); 50% blinds 45°, medium; ne 17 0.780 0 22.6 386 27.5 469 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang ne 53 0.780 0 22.6 1194 27.5 1453 (6.6 ft window ht, 1 ft sep.); 8 ft head ht all 70 0.780 0 22.6 1580 27.5 1922 Impact: Impact; NFRC rated (SHGC=0.28); 50% blinds 45", medium; se 16 0.780 0 22.6 362 16.8 269 50% outdoor insect screen; foreground = green grass (0.23); 6 ft overhang (4 ft window ht, 1 ft sep.); 8 ft head ht Impact: Impact; NFRC rated (SHGC=0.21); foreground = green grass se 48 0.670 0 19.4 933 13.1 627 (0.23); 5 ft overhang (8 ft window ht, 1 ft sep.); 8 ft head ht Impact: Impact; NFRC rated (SHGC=0.21); foreground = green grass se 47 0.670 0 19.4 920 12.3 582 (0.23); 6 ft overhang (8 ft window ht, 1 ft sep.); 8 ft head ht Impact: Impact; NFRC rated (SHGC=0.28); 50% blinds 45°, medium; sw 70 0.780 0 22.6 1589 24.2 1702 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (6.8 ft Wndow ht, 1 ft sep.); 8 ft head ht - 2020-Aug-1 9 10,08:31 C wrightsoft® PightSutp@Uriversal20l919.020RSU27054 Page ..rdslWrightsoftWACW800WatersorgWay CC&D.rp Calc=MJ8 Front Door faces: W Impact: Impact; NFRC rated (SHGC=0.28); 50% blinds 45°, medium; sw 36 0.780 50% outdoor insect screen; foreground = green grass (0.23); 2 ft overhang (6.9 ft window ht, 1 ft sep.); 8 ft head ht Impact: Impact; NFRC rated (SHGC=021); 50% outdoor insect screen; nw 48 0.670 foreground = green grass (0.23); 10 ft overhang (8 ft window ht, 1 ft sep.); 8 ft head ht Impact: Impact; NFRC rated (SHGC=0.21); foreground = green grass nw 152 0.670 (0.23); 10 ft overhang (9.5 ft window ht, 1 ft sep.); 8 ft head ht Impact: Impact; NFRC rated (SHGC=0.21); foreground = green grass nw 24 0.670 (0.23); 10 ft overhang (8 ft window ht, 1 ft sep.); 8 ft head ht Doors (none) Ceilings Aftic, Metal Roof, R-22 Roof Deck Ins, 5/8" Gyp Bd Int Fnsh 77 0.386 Floors 8" Thlms Concrete Hollow Core, R-19 Spray Foam Ins 62 0.049 720 0.049 all 783 0.049 On Grade Depth, Tile Hr Fnsh 112 0.989 0 22.6 806 24.3 865 0 19.4 933 17.6 843 0 19.4 2953 26.7 4059 0 19.4 466 26.7 641 23.0 1.48 115 1.14 88 19.0 0.71 44 0 0 19.0 0.71 512 0 0 19.0 0.71 556 0 0 0 28.7 3198 0 0 �► � wrightsoft® 2020-Aug-1910:0831 ^_ a.R•. �.eti a-.�mo Right-Sdte®Uriversal201919.020RSU27054 Page nts\WrigWoftWACk1800WatersongWay CC&D.nrp Cato =MJ8 Front Door faces: W Pro ect Summa Job: 1301 Air Calks LLC J ry Date: Aug 11, Zoao AIH 1 By: Vicki Lynne Nisa Air Calcs, LLC 7550 Hidden Hammock LR Vero Beach, FL32966 Phorw 772.800.8413 Email: viddlyme@aircatcs.com For: MadoArbucci, Coastal Construction and Design, Inc 4800 Watersong Way, Hutchinson Island, FL 34949 Notes: Weather: St Lucie Co Intl, FL, US Winter Design Conditions Summer Design Conditions Outside db 41 OF Outside db 90 OF Inside db 70 OF Inside db 75 OF Design TD 29 OF Design TD 15 OF Daily range L Relative humidity . 50 % Moisture difference 57 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 28728 Btuh Structure 35353 Btuh Ducts 6958 Btuh Ducts 4660 Btuh Central vent (40 cfm) 1277 Btuh Central vent (40 cfm) 674 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 36962 Btuh Use manufacturer's data n Rate/swin multiplier Equipment load 0.95 38815 Btuh Infiltration sensible Method Blower door Latent Cooling Equipment Load Sizing Shielding / stories 3 arfial) / 3 Pressure /AVF 50 Pa 3213 cfm Structure 5331 Btuh Ducts 2914 Btuh Central vent (40 cfm) 1538 Btuh Heatingg Coolingg 9 Outside air Area (ft� 2756 27 Equipment latent load 9783 Btuh Volume (fly 27299 27064 Airchanges/hour 0.41 0.25 Equipment Total Load (Sen+Lat) 48598 Btuh Equiv AVF (dm) 189 112 Req. total capacity at 0.70 SHR 4.6 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade Trade CARRIER Model Cond 24APB660A00300 AHRI ref Coil FX4DNF061L AHRI ref 201778739 Efficiency 100 EFF Efficiency 13.0 EER,16 SEER Heating input 11.4 kW Sensible cooling 39900 Btuh Heating output 38898 Btuh Latentcooling 17100 Btuh Temperature rise 19 OF Total cooling 57000 Btuh Actual airflow 1900 cim Actual airflow 1900 cfm Airflowfactor 0.053 cfm/Btuh Airflowfactor 0.047 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.81 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. t -Fk- wrightsoft� 2020-Aug-1910:08:31 RigtdSute®Uriversal201919.020 RSU27054 Page 1 ..rdslWdghtsoftWACX4800WatersongWay CC&D.np Calc=MJ8 Front Door faces: W Pro ect Summa Job: Air Calcs LLC J ry Aug Date: Aug 11, 2020 AIH 2 By: Vicki Lynne Nisa Air Calcs, LLC 7550 Hidden Hammock LR Vero Beach, FL32966 Phone: 772.800.8413 Email: viddlyme@aircalcs.com For: MarioArbucci, Coastal Construction and Design, Inc 4800 Watersong Way, Hutchinson Island, FL 34949 Notes: Weather: St Lucie Co Intl, FL, US Winter Design Conditions Summer Design Conditions Outside db, 41 OF Outside db 90 OF Inside db 70 OF Inside db 75 OF Design TD 29 OF Design TD 15 OF Daily range L Relative humidity 50 % Moisture difference 57 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 18519 Btuh Structure 20789 Btuh Ducts 3910 Btuh Ducts 2609 Btuh Central vent (27 cfm) 865 Btuh Central vent (27 cfm) 459 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 23293 Btuh Use manufacturer's data n Rate/swin multiplier 0.95 Infiltration Equipmen� sensible load 22760 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding / stories 3 (Partial) / 3 Pressure /AVF 50 Pa 13213 dm Structure 3334 Btuh Ducts 1651 Btuh Central vent (27 cfrn) 1049 Btuh Heating Cooling Outside air Area (M 1964 1964 Equipment latent load 6034 Btuh Volume (ft') 20544 20544 Airchangeslhour 0.42 0.25 Equipment Total Load (Sen+Lat) 28794 Btuh Equiv AVF (cfm) 145 86 Req. total capacity at 0.70 SHR 2.7 ton Heating Equipment Summary Cooling Equipment Summary Make Make Carrier Trade Trade CARRIER Model Cond 24APB636AO0300 AHRI ref Coil FX4DNF037L AHRI ref 201779971 Efficiency 100 EFF Efficiency 13.0 EER,16 SEER Heating input 70 kW Sensible cooling 23940 Btuh Heating output 23868 Btuh Latent cooling 10260 Btuh Temperature rise 19 OF Total cooling 34200 Btuh Actual airflow 1140 cfm Actual airflow 1140 cfm Airflowfactor 0.051 cfm/Btuh Airflowfactor 0.049 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.80 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. i4C.C.A -ki- wrightsoft- 2020-Aug-1910:08:31 ^ ^ce wM RightSute®Uriversal201919.0.20RSU27054 Paget rdslWrighisoftWACW800WatersorgWay CCBD.rup Calc=MJ8 Front Door faces., W Air Calm, LLC Right-JO Worksheet Job: 1301 A/H 1 Date: Aug 11, 2020 By: Vicki Lynne Nisa Air Calm, LLC 7550 Hidden Hammock Ln, Vero Beach, FL32966 Phone:772.800.8413 Email: vicidlyme@aircelcs.com 1 Room name A/H1 RexSpaoe 2 E)posedval 281.5 ft 46.0 ft 3 Room height 9.9 It d 9.0 ft heaVccol 4 5 Room dimensions Room area 2755.8 fP 1.0 x 403.8 It 403.8 ft' Ty Construction U-value Or HTM Area (M Load Area (ft� Load number (BtuIUR;°F) (BtuhM or perimeter (11) (Btuh) or peril (f9 (Btuh) Heat Cod Gross N!P/S Heat Cool Gross N/P/5 Heat Cool 6 W_, Block,R-9 Wail. _ 0.079 . n .. 226 .. 1.46 163 _ _ 163, _-235 _150 .. 0 0 _ . 0 0 W Block R-9 Wall 0.079 ne 228 _ 1.46 765 654 1488 952 180 159 362 231 Impact 0.780 ne 0.00 0.00 0 0 0 0 0 0 0 0 11 Impact Impact 0.780 0.780 ne ne 0.00 2262 0.00 27.52 0 21 0 0 0 479 0 583 0 21 0 0 0 479 0 583 Impact 0.780 ne 0.00 0.00 0 0 0 0 0 0 0 0 Impact 0.780 ne 22-62 27.52 20 0 452 550 0 0 0 0 Impact 0.780 ne 2262 27.52 17 0 386 469 0 0 0 0 Impact _ _ Block R-9 Wall 0.780 0.079 ne . se 22.62 228 27.52 1.46 53 426, _ 0 314 1194, 716 1453 458 0 50 0 50 - 0 113 0 72 W Impact 0.780 se 22.62 16.82 16 32 362 269 0 0 0 0 .impact 0.780 se 0.00 0.00 0 0 0 0 0 0 0 0 4 Impact 0.670 se 19.43. 13.06 48 86 933 627 0 0 0 0 Impact 0.670 se 19.43 12.30 47 95 920 582 0 0 0 0 Impact 0.670 se 0.00 0.00 0 0 0 0 0 0 _. 0 0 Block R-9 Wall 0.079 sw 2.28 1 A6 944 806 1836 1174 0 0 0 0 Impact 0.780 sw 0.00 0.00 0 0 0 0 0 0 0 0 Impact 0.780 sw 22.62 21.79 11 12 247 238 0 0 0 0 Impact 0.780 sw 22.62 21.79 21 23 479 462 0 0 0 0 Impact 0.780 sw 0.00 0.00 0 0 0 0 0 0 0 0 Impact 0.780 sw 22.62 2422 70 47 1589 1702 0 0 0 0 Impact 0.780 sv 22,62 2427 36 23 806 865 0 0 0 0 Impact sw 0.00 0.00 0 0 0- 0 0 0 0 0 _ _ Block R-9 Wall Impact __0.780 0.679 0.780 _ MN nw 228 0.00 1.46 0.00 637, 0 313 0 713 0 456 0 185 0 137 0 _ 311 0 199 0 Impact Impact 0.780 0.670 nw nw 0.00 19.43 0.00 ' 17.56 0 48 0 0 0 933 0 843 0 ' 48 0 0 0 933 0 843 Impact 0.670 nw 0.00 0.00 0 0 0 0 0 0 0 0 Impact 0.670 nw 19.43 26.70 152 0 2953 4059 0 0 0 0 Impact 0.670 nw 19.43 26.70 24 , 0 466 641 _0 0 _ . Q 0 -0 P Frm Wall,112" Gyp B 0.115 - 3.33 1.65 497 _ 497 16.54 822 126 126 419 208 _ P, Fan Wall, UZ' Gyp B_ 0.115 -. 0.06 _ 1.65 189 _ 189 0 M _ .. _ 0 _ _ 0 _ 0 - 0 C _ Attic, Metal Roof, R Uw ,. - 1 A8 _ 1.14 77 77 115 ._ 88 33 33 49 37 F &'Thkns Concrete Ho . -, 0.049, - 0.00 0.00 0 0 _ _ _ ,_ 0 _ 0 _ . , 0. 0 _ 0 F V'ThknsConcreteHo 0.049 - 0.71 0.00 62 62 44 0 0 -0 0 0 0 F 8" Thkns_Concrete Ho.. 0.049 , - 0.71 - _ 0.00 _ 720 720 512 _ 0 _ ,0 0 _ 0 0 F On Grade Depth, Tile 0.989 _ - 28.68 _ - 0.00 1017. 112 3198 0 _ _ 404 _ 46 1319 0 6 c) AED excursion 1451 -48 Envelope lossfgain 22711 192DB 3984 2126 12 a) Infiltration 6017 1897 898 283 b) Room ventilation 0 0 0 0 13 Intemal gains Occupants @ 230 5 1150 0 0 Applianoesldher 13100 2500 Subtotal (lines6 to 13) 28728 35353 4882 4909 Less erGemalload Lesstransfer 0 0 0 0 0 0 0 0 Redistribution 0 0 260 126 14 Subtotal 28728 35353 5142 5035 15 Ductloads 24% 13% 6958 4660 249/6 130/a 1245 664 Total room load 35685 40013 6387 5698 Air required (dm) 1900 1900 340 271 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -Fla- 2020-Aug-1910:0B:31 Rigtt-Skite®Universal 201919.0.20RSU27054 Pagel _.rts\WdghlsoftWACk800 Watersorg WayCC&D.np Calc=MJ8 Front Door faces: W Air Calcs, LLC Right-M Worksheet AN 1 Air Calcs, LLC 7550 Hidden Hammock Ln, Vero Beach, FL32966 Phone:772.800.8413 1 Email: vicldlyrre@aircalcs.com Job: 1301 Date: Aug 11, 2020 By: Vicki Lynne Nisa 1 Room name Habmy Foyer 2 E)Posedwall 0 it 29.5 ft 3 Room height 9.4 it heaV000l 9.4 It heaU000i 4 5 Room dimensions Room area 1.0 x 144-1 It 144.1 ft 20.5 x 9.0 it 184.5 fF Ty Construction number U-value (Btuhftl--°F) or HTM (BhuhM Area (ft or perimefer (tt) Load (Btuh) Area (fib or perimeter (ft) Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W, W Block R-9 Wall _ Block R-9 Wall Impact 0.079 0.079 0.780 , n ne ne 228 228 0.00 1.46 1.46 0.00 6 0 0 0 0 0 _. 9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 Impact Impact 0.780 0.780 ne ne 0.00 22.62 0.00 27.52 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Impact Impact Impact 0.780 0.780 0.780 ne ne ne 0.00 22.62 2262 0.00 27.52 27.52 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Impact Block R-9Wall 0.780 0.079 ne se` 22.62 228 - 27.62 1.46 - _ 0 0 0, 0. 0 0' 0. 0 -0 85 0 37 0 83 0 53 W Impact Impact 0.780 0.780 se se 22.62 0.00 16.82 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Impact 0.670 se 19A3 13.06 0 0 0 0 48 43 933 627 ---G impact mpact 0.670 0.670 se _ se 19A3 0.00' 12.30 , 0.00 0 _ 0 0 0 0 -, 0 0 0 0 0 0 0 0 0 0 , - 0 Block R-9 Wail 0.079 sw 2.28 1.46 0 0 0 0 193 172 391 250 Impact 0.780 sw 0.00 0.00 0 0 0 0 0 0 0 0 mpact 0.780 sw 2262 21.79 0 0 0 0 0 0 0 0 Impact 0.780 sw 22.62 21.79 0 0 0 0 21 12 479 462 Impact Impact 0.780 0.780 sw sw 0.00 22.62 0.00 2422 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Impact Impact 0.780 0.780 sw sw 2262 0.00 2427 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W _ Block R-9' Wall' Impact 0.079 0.780 nw nw 228 0.00 1.46 0.00 - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Impact 0.780 nw 0.00 0.00 0 0 0 0 0 0 0 0 Impact Impact 0.670 0.670 nw nw 19.43 0.00 1756 O.OD' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Impact 0.670 nw 19,43 , 26.70 0 0 0 0 0 0 0 0 Impact 0.670 rw 19.43 - 26.70 0. 0 0 0 0- 0 0 0 P Frm Wall, 1/2" Gyp B 0.115 - 3.33 1.65 197 197 657 326 80 80 266 132 P Fmt Wall, 1/2 Gyp B_ 0:115 - 0.00, 1.65 0 0- 0 6 0 _ , 0 _ 0 0 C Attic, Metal Roof, R 0.386 - 1 A8 - - 1.14 0 0 6 0 10 10 15 12 F &' ThknsConcretaHo 0.049 - - 0.00 _ , 0.00 0, 0 0 0 _ 0 0 0 0 F _ 8"Thkns Concrete Ho -. - _ 0.049 0.71 0.00 0- 0 0 0 0 0 0 F 8" Thkns Concrete Ho 0.049 •- ,- _0.71 0.00 -0 0 0 ,.., 0.- 0 ,- 0 ,- - „0 -- 0 0 F On Grade -Depth, Tile - 0.989 - 28.68 0.00 144 0 0 0 _ 185 30 846 0 6 c) AED wcursion -8 -47 Envelope loss(gain 657 318 3013 1488 12 a) Infiltration 0 0 601 190 b) Room ventilation 0 0 0 0 13 Internal gains Occupants@ 230 0 0 0 0 Applianoes/other 0 500 Subtotal (lines 6 to 13) 657 318 3614 2178 Less exdemal load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution -657 -318 447 217 14' Subtotal 0 0 4062 2394 15 Dud loads 24% 13% 0 0 24% 13% 984 316 F1 Total room load -T 0 0 5045 2710 Airrequired (ctm) 0 0 2691129 Calculations approved bvACCA to meet all requirements of Manual J 8th Ed. -F4d- wrGghtsoftm 2020-Aug-1910:08:31 Right-Suite® Universal 201919.0.20 RSU27054 Page 2 nMWdgttsoftHVAQ4800WatersongWay CC&D.rup Calc=MJ8 Frond Door faces: W Air Calcs, LLC Right-J® Worksheet A/H 1 Air Caics, LLC 7550 Hidden Hammock LR Vero Beam, FL32966 Phone: 772.800.8413 Email: viddlyme@aircalcs.com Job: 1301 Date: Aug 11, 2020 By: Vicki Lynne Nisa 1 Room name Storage 1stHrLaundry 2 Exioosed wall 5.0 It 18.5 ft 3 Room height 9.A It heaticool 9A It heat/cod 4 5 Room dimensions Room area 5.0 x 9.0 ft 45.0 fF 8.0 x 10.5 ft 84.0 ft Ty Construction number U-value lf- (Bbih'F) Or HTM (BhfiAtl Area (fF) or perimeter (f9 Load (Btuh) Area (R(fQ or perimeIr Load (Btuh) Heat Cool Gross NOS Heat Cool Gross N/P/5 Heat Cool 6 ,W. . _ . W Block R-9,Wall _ . : - Block R-9 Wall Impact - _ _ � 0.079 0.079 0.780 _ n ., ne ne - -- . _._ 228. 228 0.00 - - 1.48 1.46 0.00 - _ _0 0 0 - 0 0 0 - ___ .0 0 0 - -- -. - -- -. 0 0 0 - .._. - _0'._. 0 0 .:0 0 0 _., . 0 0 0 . 0 0 0 11 Impact Impact 0.780 0.780 ne ne 0.00 2262 0.00 27.52 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Impact Impact Impact 0.780 0.780 0.780 ne ne ne 0.00 2262 2262 0.00 27.52 27.52 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VP Impact ., . _ - BlocNR_9 Wail' _ 0.780 0.079 . ne se .. 2262, 228 27.52 • , 1.46 .. ..: _ 0 0 01 --0 ° '0 - - - _ .. _0 0 _ . 0- 0 0 0 - - 0 0 _ 0 0 Impact Impact, 0.780 0.780 se se 22.62 0.00 , 16.82 0.00 0 0 0: 0 0 0 0 0' 0 0 0 0 0 0 0 0 Impact 0.670 se '19.43 13.06 . 0 0 0 0 0 0 0 0 Impact 'impact. _ . :m :_ . 0.670 .... 0.670 se' se.. 19.43 , .. 0.00 12:30 0100 0 o 0 _. _ .; 0 0 � ... _ , 0 0 ,_. 0- 0 .. . ,0 0 . _ . 0 0 .:.. 0' 0' , 0. _ . Block R-9 Wall 0.079 sw 228 1,46 47 47 107 68 75 75 171 110 Impact Impact 0.780 0.780 sw sw 0.00 2262 0.00 21.79 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Impact Impact Impact 0.780 0.780 0.780 sw sw sw 22.62 0.00 2262 21.79 0.00 2422 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Impact Impact 0.780 0.780 sw sw 22-62 0.00 2427 0.00 0 0 0 0 0 0 0 0 0 0.._._.._.. 0 0. 0 0 0 1N Block R-9 Wall Impact Impact _ - 0.0'79 0.780, 0.760 nw 'nw rw' 228 0.00, 0.00 1.46 `0.00 0.00 0 0. 0 0 0 01 0 0 0 0 .._ 99 0 0 75 0 0 _0.._ 170 0 0 109 0 0 Impact Impact 0.670 0.670 - nw` nw 19.43 0.00 17.56 0.00 0 0 0 0 0, 0 0 0 0 0' 0 0 01 0 0 0 kn p� impact- _: Fan Wall,112' Gyp B_ 0.670 0.670 0.115 nw nw - 19.43 _ 19.43 3.33 26.70 . 26Z0 1.65 0 ._ , 0 0 0 0 0 0 0 0 0 0 0 0 , ,_ _ .24 6 A _; . 0 0 0 466_ 0 0 . 641. 0_ P P Frtn Wall, Ii- B._.,- .Gyp- . _ _ _ .0115 - -0 0 -. - C Atbq Metal Roof, R 0.386 - 1.48 1.14 3 3 4 3 4 4 6 5 F e"ThknsConcreteFlo,_ ....-'0.049v.' 000 0.00 ',0. �O _. _._.,.0 _. �0 _ 0,. .,_ 0 _ .._ 0- 0' F 8" Thkns Concrete Ho 0.049 - 071 0.00 0 0 0 0 0 0 0 0 F 8"ThknsiOoncreb Ho 49 0:0. . -- : ._. _0.71 .- . _000 . -V 0 0 ... -0 0 . ._ 0 _ .. -,0 _ .0 - - F .. On Grade Depth, Tile 0.989 --- _ . 28.68 -- -- 0.00 _ -- 45 5 ._ _. 143 _ 0..--.- - 84 -• - _ 19 -- 531 -- 01 6 c) AED e)mrsion -3 132 Envelopeloss(gain 254 69 1344 996 12 a) Infiltration 102 32 377 119 b) Room ventilation 0 0 0 0 13 Internal gams: Occupants@ 230 0 0 0 0 Appliances(lther 0 500 Subtotal (lines6to 13) 356 101 1721 1615 Less extemalload 0 0 0 0 Less transfer 0 0 0 0 Redistribution 96 47 0 0 14 Subtotal 452 147 1721 1615 15 Dud loads 24% 13% 110 19 24°/a 13 0 417 213 Total room load 562 167 2138 1827 Airrequired (dm) 30 8 114 87 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. - d - wrigtitsoft- 2020-Aug-1910:08:31 Right -Suite® Uriversal 201919.020 RSU27054 Page 3 ..As\WrighlsoftWAC4l800WatersorgWay CCBD.nQ Calc=MJ8 FrordDoorfaces:W Air Calm, LLC Right-JO Worksheet A/H 1 Air Calcs, LLC 7550 Hidden Hammock Ln, Vero Beach, FL32966 Ptare:772.800.8413 Email: vikkalyme@aircalcs.com Job: 1301 Date: Aug 11, 2020 By. Vicki Lynne Nisa 1 Room name Dining Room Ocean Room 2 Exposed wall 29.0 ft 43.5 ft 3 Room height 10.8 It heat/000l 10.8 It heaticool 4 5 Room dimensions Room area 1.0 x 237.3 ft 237.3 ft 1.0 x 418.0 ft 418.0 ft Ty Construction U-value Or HTM Area (fly Load Area (tt� Load number (BtuhR{°F) (BtuhM or perime r (ft) (Bluh) or perim (ft) (Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W. Block -:9 Wall- 0.079 . _ n. -- - _ - 228 - - --- _ . 1.46 - - 103 - -- - 103 -- --- - _ _ _ 235 - - 150 _ .. , 0 _ 0-- -- Q 0 W Block R-9 Wall 0.079 ne 228 1.46 140 88 199 128 0 0 0 0 Impact 0.780 ne 0.00 0.00 0 0 0 0 0 0 0 0 Impact 0.780 ne 0.00 0.00 0 0 0 0 0 0 0 0 11 Impact 0.780 ne 22-62 27.52 0 0 0 0 0 0 0 0 Impact 0.780 ne 0.00 0.00 0 0 0 0 0 0 0 0 Impact 0.780 ne 2262 27.52 0 0 0 0 0 0 0 0 Impact 0.780 ne 2262 27.52 0 0 0 0 0 0 0 0 Impact _. _ _ 0.780 ne 22.62 _- 27.52 _ _„ 53 0. _ _ 1194 . _ _-. 1453 ,. - 0 - - _0. _ 0 0 V11 Block R-9 Wall . 0.079 se 228 1.46 '. 0 0 0 0 0 0 0 0 Impact 0.780 se 22-62 16.82 0 0 0 0 0 0 .0 0 Impact 0.780 se 0.00 0.00 0 0 0 0 0 0 0 0 Impact 0.670 se 19.43 13.06 0 0 0 0 0 0 0 0 Impact 0.670 se 19.43 12.30 0 0 0 0 0 0 0 0 Impact 0.670 _ se- 0.00, .,-. _ 0.00 _ _0 _ _ 0- . 0 _ -_ -0 0 _ 0 _ .0 - 0 Block R-9 Wall 0,079 sN 228 1.46 0 0 0 0 266 216 492 315 Impact Mpact 0.780 0.780 sw sw 0.00 2262 0.00 21.79 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Impact Impact Impact 0.780 0.780 0.780 sw sw sw 22-62 0.00 2262 21.79 0.00 24.22 0 0 0 0 0 0 0 0 0 0 0 0 0 0 70 0 0 23 0 0 1589 0 0 1702 Impact 0.780 sw 2262 2427 0 0 0 0 0 0 0 0 Impact 0.780 sw 0.00 0.00 0 0 0 0 0 0 0 0 Block R-9 Wall 0.079 nw 228 1.46 70 70 160 102 _ 164 _ 32 _ _ _ _ 72 46 Impact 0.780 nw 0.00 0.00 0 0 0 0 0 0 0 0 Impact 0.780 nw 0.00 - .;0.00 0 0 0' 0 0 0 0 0 Impact 0.670 nw 19.43 17:56 0 0 0 0 0 0 0 0 impact 0.670 nw 0.00 0.00 0 0 0 0 0 0 0 0 Impact Impact 0.670 _ 0.670 nw nw 19.43' 19.43 " 26.70 , , - 26.70 0 0 0 0 0 _ _'_0 0 0 152 0 0 . ' 0 2953 _ - _ - 0 4059 - _ 0 P Frm Wall,1/2_Gyp B 0.115 - 3.33 1.65 0 _ 0_ 0 • 0 -o 0 0 0 P Frm Will, 12 3B yp 0:115 - 0 0 0 0 - 0 0._- 0 0 C -,:.....- Atticq Metal Roof R 0.386 _-_ - _0.0 1.48 „ _1.65 1_.1.4_ 0 . 0 - . 0 - -0- 0 0 _-_ 0 0 0 F - 8"-ThknsConc ete Ho _ - - 0.049 _ . . 0.00 _ , 0.00 0 _ 0 ,.. _0 - - 0 . - 0 _ _ _. 0 0 0 F 8"ThknsConcrete Ho- _ 0.049 - 0.71 0.00 0 . 0 0 0 0 0 0 0 F "knsCokweteHo - _. _ 0.049 -- ,. 0.71 .-: ;0.00 0 _ 0 . - ., 0 _ _ _ 0 _ - _0 0 _0 _ _ 0 F On Grade Depth, Tile 0.989 - --- 28.68 _ 0.00 0- 0 _ 0 _ _ 0-- _ - 0 _ 0- 0 0 0 6 C) AED excursion -90 1414 Envelope losslgain 1789 1743 5106 7535 12 a) Infiltration 680 214 1019 321 b) Room wntilation 0 0 0 0 13 Intemalgains Occupants@ 230 0 0 3 690 Appliancesrother 1 1500 1 2400 Subtotal (Iines6 to 13) 2469 3458 6125 10946 Lessextematload 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 126 153 14 Subtotal 2469 3458 6251 11099 15 Ductloads 24a/a 13% 598 456 24a/o 13% 1514 1463 Total room load 3067 3914 1 1 7765 12562 Air required (dm) 163 186 413 507 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -F4j- wrls.' ts-rt- 2020-Aug-1 9 10:08:31 C . ^"""" »' ^"°'^ Rigid -Suite® Universal 201919.020RSU27054 Page4 rds\WrightsoftWAC\4800WateksongWay CCBD.mQ Calc=MJ8 FrontDoorfaces: W Air Calm, LLC Right-JO Worksheet AN 1 Air Caics, LLC 7550 Hidden Hammock Ln, Vero Beach, FL32966 Phone: 772.800.8413 Email: vicdlyme@aircalcs corn Job: 1301 Date: Aug 11, 2020 By: Vicki Lynne Nisa 1 Room name Kitten 2nd Fir Laundry 2 Exposed vkell 19.5 ft 10.5 ft 3 Room height 10.8 ft heaVcool 9A ft heaUOool 4 5 Room dimensions Room area 19.5 x 18.0 ft 351.0 ft2 1.0 x 109.8 ft 109.8 ftz Ty Construction number U-value (Btuhd-'F) Or HTM (Bhih/M Area (M or perimeter (fl) Load (Btuh) Area (ft?) or perimeter (19 Load (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool B '`W_ , W BlodcR-9Wall_ _. Block R-9 Wall Impad 0.079 0.079 0.780 . n _.. ne ne _ _.,2.28 228 0.00 : 1.46 1.46 0.00 0 211 0 _ _.-_ 0._. 191 0 0 434 0 0 278 0 .. 0 99 0 _., .__ _. 0 82 0 _ .0 186 0 , _ 0. 119 0 11 Impact Impact 0.780 0.780 ne ne 0.00 22-62 0.00 27.52 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Impact Impact Impact 0.780 0.780 0.780 ne ne ne 0.00 2262 22.62 0.00 27.52 27.52 0 20 0 0 0 0 0 452 0 0 550 0 0 0 17 0 0 0 0 0 386 0 0 469 Impact -. 'Block R-9 Wall 0.780 0.079 .ne_ se• _ 22,62 228: . 27.52 1.46 10 0 _.,,- _. 0. 0 _ ,=- _.0, 0 _- -0 0 -. 0 0 - - 0-- 0 0 01 -0 D W Impact ' Impact `.. Impact . 0.780 0.780 0.670 se se ,se, '22.62 0.00' 19.43 16.82 0.00 .:13.06 ,. 0 0 0 0 0. 01 10. 0 0 0 0 0 0 0 0 0 0. 0 0 0 0 0 0 0 Impact ,Impact:-. '.:. 0.670 0.670 se °.. 19.43 ._ 00 12.30 ..: 0;00 0 _. 0 0: _ _ . _0 0 0 .. _:_ 0 0, ,.._ _ 0 0 _. 0 0 _ . 0 0 0 0 -_ 0 ' Block R-9 Wall Impact Impact 0.079 0.780 0.780 sw sw sw 228 0.00 2262 1A6 0.00 21.79 0 0 0 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Impact Impact Impact 0.780 0.780 0.780 sw sw sW 22.62 0.00 2262 21.79 0.00 2422 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Impact lmpad____.. 0.780 0.780 sw sw 22.62 0.00 2427 0 0 0 0 0 0 0 0 0 0 0 " Block R-9 .Wall pa impact Impact 0.079 0.780 0.780 nw' nw nw, 228 ' 0.00 0,00 --__0.00 1t46 � 0.00 0.00 _0 . 0 0 0 0 0, 0' -0-_--. 0 0 0 _0 0 6 0 0 0 0 -----0 0 0 0 ---0 0' 0 0 ._ 0 0 0 Impact Impact 0.670 0.670 nw rnru 19.43 0.00 17.56 0.00 '. 0 _ 0, 0, 0. 6 0 0" 0 0 0 0 0 0 0 0 0 Impact Impact ._ Fnn Wall, 'Gyp B 0.670 0:670 0.115 nw °rvw.'. - 19.43 19.43. 3.26 26.70'' 26.70'..•.'_,.0:.. 1.65 6 0 0 ..,: 0_.:._ 0 0 __0 0 0° _..0---- 0 0 ..._-0 0 0 . 0 0 -0 0 0 0 0 P ,P Frm Wall,_1!2 Gyp B__ _ .. 1.65 .: 0 • . ° „0 _ _ ,. _- _ - . _ .0 . _ . _ _ - - .. q _ , _ 6 :... _ _0 ..... 0 _0 C Aftic, Metal Roof, R 0.380 -' . ,0.00 1.48 1.14 0 _. 0 6 0 0 0 0 0 f 6"ThknsConcrete Ho:..., - -.-_ ._.v 0.00 . _..:0.00 _ 0 _ - _ - 0 - . _0._.: -_.... 0' _... 0 - - _0 - 0 - -- 0 F 8" ThknsConcrets Ho .'0049 0.049 - 0.71 0.0,0 ...... .,_.- 53 37 0 - , 0 --- 0 0 F _ 8" ThknSConaeteHo : - -. '0.049 ... =. _ 0.71' - .. . 0.00 -_53 _. 249 ., , .- .:249 _ _ 177 -- -0 -__ _ -..-'0 .. 110 _. ° _ _110 ,: _. _.. . ?$ . 0 F_ _ On Grade -Depth, Tile _ - _ A989 . - _ 28.68 _ _ 0.00 - 0 _-... . _0 .----_ _ 0_ - .. 0 _ . _ -- _ _ _0 _ _..__ 0 0 _ - 0 6 0) AED excursion -117 -29 Envelopeloss(gain 1101 711 650 559 12 a) Infiltration 457 144 214 67 b) Room ventilation 0 0 0 0 13 Internal gains: O=pants@ 230 2 460 0 0 Appliances(other 3200 Soo Subtotal Qines6 to 13) 1557 4515 864 1126 Less e)demalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 532 646 224 272 14 Subtotal 2089 5161 1088 1398 15 Ductloads 24% 13% 506 680 24% 13% 263 184 Total room load 2595 5841 1351 1583 Air required (dm) 138 277 72 75 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -4- =10Frtsoft- 2020-Aug-1910:0831 A&k ghtso """'�` Right-SkiteOUriversal 201919.020 RSU27054 Page 5 rdsxv*i oftWAC14800WatersorgWayCC&D.rkp Calc=MJ8 Front Door faces: W Air Caics, LLC Right-.1® Worksheet A/H 1 Air Calm, LLC 7550 Hidden Hammock LR Vero Beach, FL32966 Phone: 772.800.8413 Email: viddlyme@aircalcs.com Job: 1301 Date: Aug 11, 2020 By: Vicki Lynne Nisa 1 Room name A/C 1 Bed 4 2 Exposed wall 0 It 29.5 ft 3 Room height 9A It heat(000l 10.0 It heat/cool 4 5 Room dimensions Room area 4.5 x 3.5 It 15.8 ft2 1.0 x 246.0 it 246.0 112 Ty Construction U-value Or HTM Area ( Load Area ( Load number (BfuhAtz-°F) (Btu or perimeter (f0 (Btuh) or perimefer M (Bivh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W. W Block R-9 Wall - _ _ Black R-9 Wall Impact 0.079 0.079 0.780 n _ ne ne 228 228 0.00 1.4-6 1.46 0.00 ....` 0 0 0 0 0 0 0'.. 0 0 .. 0. 0 0 0 135 0 0 135 0 0 307 0 0 197 0 11 Impact Impact 0.780 0.780 ne ne 0.00 22.62 0.00 27.52 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Impact Impact Impact 0.780 0.780 0.780 ne ne ne 0.00 22.62 22.62 0.00 27.52 27.52 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Impact Block R-9 Wall 9.780 0.079 ne se 2262 228 27.52 1.46 0- : 0 _ 0 0 , - _ 0, 0 ._ 0 0 -0 160 _- 0 105 0 238 0 152 W Impact Impact Impact, 0.780 0.780 0.670 se se se 22.62 0.00 19.43 1622 0.00 13.06 0 0 0 0 0 0' 0 0 0 0 0 0 8 0 0 8 0 0I 181 0 0 135 0 0 - Impad .Impact. 0.670 0.670 se . se 19A3 0.00 12:30 `0:00 0 ' 0 0 0 0, -0 0 .. 0 47 0 47 0 920. 0 582 ... 0 . ..-G W Block R-9 Wall Impact Impact 0.079 0.780 0.780 sa sv sro 228 0.00 22.62 1.46 0.00 21.79 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Impact Impact Impact 0.780 0.780 0.780 sa sN sv 22.62 0.00 22.62 21.79 0.00 2422 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Impact Impact. 0.780 0.780 sv sv 22.62 0.00 2427 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W Block R-9 Wall 'Impact 0.079 0.780 nw nw 228', 0.00 1.46 0.00 6 0 0 0 - 0 0 6 0 0 6 0 0 0 0 0 0 Impact 0.780 nw 0.00 0.00 0 0 0 0 0 0 0 0 Impact • Impact 0.670 0.670 nw nw 19A3 0.00 17.56 0.00 0' ' 0 0• 0 0: 0 0 0 0 0 0 0 0 0 0 0 Impact Impact Frm Wall, 1/2'Gyp B 0.670 0.670 0.115 nw nw 19.43 19.43 3.33 2670 26.70 1.65 0 - 0 0 0 _ 0 0 0 0 0 0• . - _ 0- 0 0 0 0. 0 0 0, 0 0 0 0 0 P P Frm Wall, 1/Y' Gyp B 0.115 _- - 0.00 1.65 42 - 0 10 _ 20 20 _ _. 0 --0 . . 33 C Attic, Wal Roof, R 0.386 1.48 1.14 . 0 _42 0 .. 0 -0 8- 8 12 9 F 8" Thkns Concrete Ho _ 0.049 -_ _ . _ . 0.00 . , 0:00 - 0 0 0 .. _ _ .0 : _ . _ . - 0.. 0 . - 0 0 F 8"ThknsConcrete Ho 0.049 - 0.71 0.00 0 0 0 0 0 0 0 0 F. 8" Thkns Concrete Ho _ 0.049 0:71 0.00 0 ` 0 0 _ 0 . 245- 245 174 0 F On Grade Depth, Tile - 0.989 - 28.618 0.00 0 _. 0 -- _ -0- - _ _ 0 0 0 0, - 0 6 c) AED excursion -2 -71 Envelope loss/gain 0 68 1832 1037 12 a) Infiltration 0 0 640 202 b) Room ventilation 0 0 0 0 13 Intemalgams: Ooarpants@ 230 0 0 0 0 Applianoes/other 0 1500 Subtotal(lines 6to13) 0 68 2472 2739 Less extemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 68 155 187 14 Subtotal 0 0 2627 2926 15 Dud loads 24% 13% 0 0 24% 13%1 636 386 Total room load 0 0 3263 3312 Air required (dm) 0 0 1174 157 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -F#i- wrigF+tsoft- 2020-Aug-1 9 10:08:31 Right-SuiteO Uriversal 201919.020 RSU27054 Page 6 rdskWdghtwftWACW800WatersongWay CC&D.rkp Calc=MJ8 FrordDoor faces: W Air Caics, LLC Right-JO Worksheet A/H I Air Calks, LLC 7550 Hidden Hammock Ln, Vero Beads, FL32966 Plane: 772.800.8413 Email: viddlyme@aircais.com Job: 1301 Date: Aug 11, 2020 By. Vicki Lynne Nisa 1 Room name Bath 4 Pwdr Rm 2 E)posed wall 13.5 ft 15.0 ft 3 Room height 9A It heat/000l 9A It heat/cod 4 5 Room dimensions Room area 1.0 x 97.5 It 97.5 IF 8.0 x 7.0 It 56.0 W Ty Construction number U-value (BtuhfiF--°F) Or HTM (Bilih/M Area ftft�� or perimefer (t� Load (Btuh) Area ( or perime (t0 Load (Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W blockR-9Wall 0.079 n., 228 1.46 _6 _. _0 6 0 0 --- _ W Block R-9 Wall Impact 0.079 0.780 ne ne 228 0.00 1.46 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 Impact Impact 0.780 0.780 ne ne 0.00 2262 0.00 27.52 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Impart Impact 0.780 0.780 ne ne 0.00 2262 0.00 27.52 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Impact 0.780 ne 22-62 27.52 0 0 0 0 0 0 0 0 Impad. 0.780 ne 22.62 27.52 0 __ 0 0 0 0 0 0 -0 W _- Block R-9 Wall 0.079 se 228 1.46 66 58 132 84 66 66 150 96 Impact 0.780 se 22,62 16.82 8 8 181 135 0 0 0 0 Impact 0.780 se 0.00 0.00 0 0 0 0 0• 0 0 0 Impact 0.670 se 19A8 13.06 0 0 0 0 0 0 0 0 Impact Impact 0.670 0,670 se se 19.43 . _.. 0.00 12.30 0.00 0 .. 0 0 .: 0 0 _0 0 - '0" 0 0 0 - . 0 0 _. 0 0 0 vj Block R-9 Wall 0.079 sw 228 1.46 61 61 139 89 75 64 146 94 Impact 0.780 sw 0.00 0.00 0 0 0 0 0 0 0 0 Impact 0.780 sw 2262 21.79 0 0 0 0 11 6 247 238 Impact 0.780 sw 22-62 21.79 0 0 0 0 0 0 0 0 Impact 0.780 sw 0.00 0.00 0 0 0 0 0 0 0 0 mpact 0.780 sw 22.62 2422 0 0 0 0 0 0 0 0 Impact Impact 0.780 0.780 sw 9N 22-62 0.00 2427 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 _ Block R-9 Wall 0.079 nw 228 1.46 0 _0 0 0 d 0 0 0 0 Impact 0.780 nw 0.00 0.00 0 0 0 0 0 0 0 0 Impact 0.780 nw 0.00 0.00 0 0 0 0 0 0 0 0 Impact 0.670 nw 19A3 11.56 0 0 0 0 0 0 0 0 Impact 0.670 nw 0.00 0.00 0 0 0 0 0 0 0 0 Impact Impact 0.670 _ 0.670 nw nw' 19A3 19.43 26.70 26.70 0 _ ... -0 0 0 0 0, 0 . , _ . -0 0 - 0 0 _ 0 0 0 0 _ . _ 0 P Fml Wa11,1/2_ Gyp B 3.33 1.65 0 0 0 0 0_ 0 0 0 P Frm Wall,12°_Gyp B _ .0.115 v 0.0d _ 1.65 52 52 .. _ 0 85 , _ 0 - 0 -_ .. 6 .. _ 0 - C - - At1iq Metal Roof, R _ _ . ,0.115 0.386 . _- - 1.48 1.14 10 10 15 _ . 11 4_ _ 4 - 5 4 F 8" Thkns Concrete Ho _ _ _ 0.049 _ - _ 0.00 _ _ _ 0.00 . 6 _ 0 -- 0 _' 0 0 0 0 0 F 8" Thkns Concrete Ho 0.049 - 0.71 0.00 10 10 7 0 0 0 0 _ 0 F _ 8" Thkns concrete Ho . - - 49 OA - - - 0.71 0.00 _ .-_. 76 _ _ _ - 76 54 _ . 0 -0 _ 0 .-... 0 0 F On Grade Depth, Tile _ 0.989 _ _- 28.68 _ _ _ _ 0.00 0 , -,. _ 0 - -0 - _ _- _ % , 0- 0 _ _ 0 0 6 c)AEDexarsion -25 89 Envelopeloss/gain 528 379 549 520 12 a) Infiltration 275 87 306 96 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Applianoes/other 500 0 .SubtDWQines6to13) 803 966 854 617 Lessextemalload 0 0 0 0 Less transfer 0 0 0 0 Redistribution 2 10 112 194 14 SubtDtal 805 976 966 811 15 Ductloads 24% 130/a 195 129 249/6 139/6 234 107 Total room load 1000 1105 1200 918 Air required (dm) 53 52 64 44 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -4*- wrGgFitsoft� 2020-Aug-1910:08:31 Right-Suite(S) Universal 201919.020 RSU27054AWN Page 7 ._riskWdgttsoftWACW800 Watersong WayCC&D.np Calc=MJ8 Front Door faces: W Air Calcs, LLC Right-JO Worksheet AM 1 Air Calks, LLC 7550 Hidden Hammock LR Vero Bead FL32966 Phone:772.800.8413 Email: viddlyme r@aircaics com Job: 1301 Date: Aug 11, 2020 By: Vicki Lynne Nisa 1 Room name 2nd Flr Hall 1st Flr Oev 2 Exposed vkell 9.5 ft 0 it 3 Room height 9A It heattcool 9A ft heat/cool 4 5 Room dimensions Room area 1.0 x 183.0 It 183.0 112 5.0 x 5.0 It 25.0 ft' Ty Construction U-value Or HTM Area (t�1 Load Area (ft� Load number (Bbuhlfi�-9 (Bbuhfi* or perimefer (tij (Btuh) or perimeter (10 (Btuh) Heat Cool Gross N/P/S Heat Cool Gross NlPlS Heat Cool 6 ;W W BlodcR-9VVall _ _ .. Block R-9 Wall Impact 0.079 0.079 0.780 n, ne ne ;;228. 228 0.00 1.46 1.46 0.00 0 0 0 , . _: 0 0 0 ' 0 0 0 _ _ 0 0 0 `. 0- 0 0 _ `0 0 0 . _ , 0 0 0 .... 0 0 0 11 Impact Impact 0.780 0.780 ne ne 0.00 2262 0.00 27:52 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Impact Impact Impact 0.780 0.780 0.780 ne ne ne 0.00 22.62 2262 0.00 27.52 27.52 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Impact_ -. - _ _ _- - Block R-9 WaIP ct Impact Impact Impact Impact ,_ _ 0.780 0.079 0.780 0.780 0,670 0.670 0.670', ne se se se "' se se se: _2262 228. 2262 0.00 19.43 19.43' 0.00 .Z7.52 ' 1.46 16.82 0.00 13.06 , 12.30 . 0.00 -0, 0, `" 0 0 0 0` _:0 .. -0., 0 0 0 0 0 - 0 _. _ . - 0 0 0 0, 0 0 _. . __0 _0 0 0 0 0 0 . ._... 0 , 0 0 0 0 0 0 - 0 - -- -_ - 0 0 0 0 0 0 0 _ -- _ _ _ 0 0 0 0 0 0 - - -0., -- - -. _ 0 0 0 0 0 0 0 ,----p ,IV Blocc R-9 Wall 0.079 sw 228 1.46 89 54 122 78 0 0 0 0 Impact Impact 0.780 0.780 sw sw 0.00 22.62 0.00 21.79 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Impact Impact Impact 0.780 0.780 0.780 sN sw sN 2262 0.00 22.62 21.79 0.00 2422 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Impact Impact 0.780 0.789 SN sw 22.62 0.00 2427 0.00 36 0 12 0 806 0 865 0 0 0 0 0 0 0 0 0 --__ Block R-9 Wall Impact Impact - 0 079 0.780 0.780 riw rw nw 2.28 0.00 0.00 1.46 0.00 0.00 _ 0 0 0 -6 0 0 - - - 0 0 0 - 6 0 0 0 0 '0 0 0 0 0' 0 0 0 0 0 Impact Impact -0.670 0.670. nw nw 19.43 0.00 17156 0.00 0 0 0 0 'D 0 0 0 0 0 0 0 0 0 0 0 Impact Impact _ ... Frm Wall, V2" Gyp B 0.670 0.670 0.115 nw nw; - 19:43' .. _ 19.43 3.33 26.70 , 26.70 1.65 0 0 0 0 0 0 0 ` _- :0 0 0 . _ 0 0 0 0 94 0 _ 0 94 0 .... 0 313 0 0 155 P P " 'Frm Wall, it B _ GGyyppIr .. . 0.115 _ . - . 0.00 , _ , 1.65 _ . 75 ...• -.75 . _ 6 _ 124 . _. 0 _ . 0 " 0. 0 C Attie Metal Roof, k 0.366 - 1.48 1.14 0 0 . 0 0 0 0. 0 0 F... .,.8"ThknsConcreteHo_ _ w _ 0049:,7_. -O.OD -. _ . - - - , - - - F- 6" ThknsConcrete Ho 0.049 - 0.71 0.00 0 _ 0 0 0 _ , 0 - 0 0 0 - - `F & ThknsConcwb Ho. _ 0.049 - "_ _ . _ _ , 9:71- 0.00 LL_ _ 36 . 36 _- _ - - 26 _ _ , - _ F On Grade Depth, Tile 0.989 _- 28.68 0.00 _ -0.- 0 . _ 0 _ 0, _ 25,, _ -0 " 0 -- 0 6 c) AED excursion 266 -4 Emelope losslgatn 954 1333 313 151 12 a) Infiltation 194 61 0 0 b) Room %entilaton 0 0 0 0 13 Internal gains Ooarpants@ 230 0 0 0 0 Applianceslother 0 0 Subtotal Vines 6to 13) 1148 1394 313 151 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution -1148 -1394 -313 -151 14 Subtotal 0 0 0 0 15 Ductloads 2411/6 130/6 0 0 249/0 13%j 0 0 Total room load 0 0 0 0 Air required (dm) 01 01 0 0 Calculations approved byACCA to meet all requirements of Manuai J 8th Ed. -F}i- wri-gF�tsoft® 2020-Aug-1910:0831 AEU A Right Scitco Uriversal 201919.0.20 RSU27054 Page 8 rdslWrightsoftHMAC14800 Watersong Way CC&D.rup Calc=MJ8 Front Door faces: W Air Calm, LLC Right-J® Worksheet Job: 1301 A/H 1 Date: Aug 11, 2020 By. Vicki Lynne Nisa Air Calcs, LLC 7550 Hidden Hammock Ln, Vero Beach, FL32966 Phone: 772.800.8413 Email: viddlyme@aircalcs.com 1 Room name 2nd Fir Elev Cabana 2 Exposed wall 0 ft 12.5 ft 3 Room height 9.4 It heatonly 9A It heal/000l 4 5 Room dimensions Room area 5.0 x 5.0 ft 25.0 IF 1.0 x 130.1 It 130.1 W Ty Construction U-value Or HTM Area ftft�� Load Area ( Load number (Btuhlft= T) (Btuhfi* or perim l (SO (Btuh) or perim (to (Btuh) Heat Cool Gross NAS Heat Cool Gross N/P/S Heat Cool 6 W Block R-9 Wall _ 0.079 n . 228. . _ 1.46 _ . 0 - . _ 0 __. _ 0 _ - 0 _ . , 0 0 0 , 0 W Block R-9 Wall 0.079 ne 228 1.46 0 0 0 0 0 0 0 0 Impact 0.780 ne 0.00 0.00 0 0 0 0 0 0 0 0 Impact 0.780 ne 0.00 0.00 0 0 0 0 0 0 0 0 11 Impact 0.780 ne 2262 27.52 0 0 0 0 0 0 0 0 Impact 0.780 ne 0.00 0.00 0 0 0 0 0 0 0 0 Impact 0.780 ne 22-62 27.52 0 0 0 0 0 0 0 0 Impact 0.780 ne 22.62 27.52 0 0 0 0 0 0 0 0 Impact _ . 0.780 ne 2262 27.52 0 _. - 0 _ 0 0 - 0 _ 0 0 W Blod(R-9 Wall 0.079 - se 228 - 1.46 _0 0 - 0 _ 0 _ 0 0 0 0 0 Impact 0.780 se 22.62 16.82 0 0 0 0 0 0 0 0 Impact Impact 0.780 0.670 se se 0.00 19.43 0.00 13.06 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Impact Impact - 0.670 0.670 se se. 19A3 0.00 1230 _.. ° 0.00 0 0 0 0 0 9 0 :... 0 0 0 0 .. _ . 0 0 _ 0 0 o Block R-9 Wall 0.079 suv 228 1 A6 0 0 0 0 117 ' 117 268 171 Impact impact 0.780 bw 0.00 0.00 0 0 0 0 0 0 0 0 0.780 sw 2262 21.79 0 0 0 0 0 0 0 0 Impact 0.780 sv 2262 21.79 0 0 0 0 0 0 0 0 Impact 0.780 sw 0.00 0.00 0 0 0 0 0 0 0 0 Impact 0.780 sw 2262 2422 0 0 0 0 0 0 0 0 Impact 0.780 sw 2262 2427 0 0 0 0 0 0 0 0 Impact 0.780 sw 0.00 0.00 0 0 0 0 % 0 0 0 - ___ Block R-9 Wall' 0.079 nw 228 - 146 0 0 - 0 0 0 0 0 0 Impact 0.780 rrw 0.00 0.00 0 0 .0 0 0 0 0 0 Impact 0.780 rrw 0.00 0.00 0 0 0 0 0 0 0 0 Impact 0.670 nw 19.43 17.56 0 0 0 0 0 0 0 0 Impact 0.670 nw 0.00 0.00 0 0 .0 0 0 0 0 0 Impact 0.670 nw 19.43 26.70 ' 0 0 0: 0 0 0 0 0 Impact 0.670 nw 19A3 26.70 _ 0 0 0 0 0 0- 0. 0 P Fnn Wall,112" Gyp B 0.115 - 3.33 . 1.65 0 0 0 _ , _ 0- 0 _ _ 0 0 0 P - Fim Wall, 10Gyp 0.115 - -- - --,1.65 - _ 0.. - _ 0 _ 0 __ _ 0 - - - - 0 0 _ 0 C _ - Attic; Metal Roof RRB 0.386 ..- - -- ._O.OD 1.48 -- 1.14 0 0 b - _ 0 6 _ 6 _ -_0 9 7 F 8"Thkns Concrete Ho 0.049 _ . - 0.00 _ _ 0.00 0 0 0 _ 0 .. 0 . -.- _0 0 0 F 8" Thkns Concrete Ho 0.049 - 0.71 0.00 0 0 0 0 _ _ _ 0 _ .. 0 0 0 F 8"ThknsConcrete.Ho_ 0.049 -, . 0.71. _ _0.00 4_ _ 4 _ - _ - 3.. 0. _. _. -0 0 0 0 F On Grade Depth, Tile 0.989 - - _ _ 28.68 __- 0.00 _ 0 _ _ - _ _ 0 _ - _ 0 _ _ _ _ 0 130 _ _- -_ 13,_ _ 359 _ 0 6 c)AEDex arson 0 -7 Envelope to stgain 3 0 635 172 12 a) Infiltration 0 0 255 80 b) Room ventilation 0 0 0 0 13 Intemalgains Occupants@ 230 0 0 0 0 Appliances(other 0 0 Subtotal Vines 6Io 13) 3 0 890 252 Less extemalload 0 0 - 0 0 Lesstransfer 0 0 0 0 Redistribution -3 0 166 80 14 Subtotal 0 0 1056 332 15 Ductloads 240A 0%1 0 0 24% 13% 256 44 FT Total room load 0 TO 1312 376 Air required (dm) 0 70 18 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. - wrigtitsolFt• 2020-Aug-1910:0B:31 wt-Stitee Universal 201919.020 RSU27054 Page 9 rdstWrightsoftWACW800WatersongWay CC&D.rkp Catc=MJ8 Front Door faces: W Air Calm, LLC Right-J® Worksheet Job: 1301 A/H 2 Date: Aug 11, 2020 By: Vicki Lynne Nisa Air Calcs, LLC 7550 Hidden Hammock Ln, Vero Beads, FL32966 Plane: 772.800.8413 Email: viddlyrm@aircaics.com 1 Room name AM 2 Master Bedroom 2 F)Poseftell 204.0 ft 37.0 ft 3 Room height 10.5 ft d 12.0 ft heat/ocol 4 5 Room dimensions Room area 1964.0 ft' 1.0 x 448A ft 448A ft' Ty Construction Or HTM Area (tt� Areaf � (I Load number fthM2e (BtuhAl=-°9 (BtiuhAf� or perim�r (� (�)Load (iq (Btuh) H9,'� Cool Gross NIP)5 Heat Cool Gross N/P/S Heat Cool 6 W Block R-9 Wall 0.079 , h _ 0.06 -6- -- 0 - -6 0 0 0 0 0 Block R-9 Wall 0.079 ne 1.46 731 680 1549 991 252 231 526 336 Impact 0.780 ne 2262 27.52 8 0 185 226 0 0 0 0 Impact 0.780 ne 2262 27.62 21 0 479 583 21 0 479 583 11 Impact 0,780 ne 0.00 0.00 0 0 0 0 0 0 0 0 Impact 0.780 ne 2262 27.52 22 0 495 602 0 0 0 0 Impact 0.780 ne 0.00 0.00 0 0 0 0 0 0 0 0 Impact 0.780 ne 0.00 0.00 0 0 0 0 0 0 0 0 Impact Block R-9 Wall 0.780 0.079 ne se 0.00 228 0.00 1.46 0 282 0 197 0 449 0 287 0- 0 0 0 0 0 0 0 W Impact 0.780 se 2262 16.82 16 32 362 269 0 0 0 0 Impad 0.780 se 22-62 22.99 21 18 471 479 0 0 0 0 Impact 0.670 se 0.00 0.00 0 0 0 0 0 0 0 0 Impact 0.670 se 0.00 0.00 0 0 0 0 0 0 0 0 Impact 0.670 se 19.43. 12.30 48 96 933 591 0 0 0 0 Block R-9 Wall 0.079 sv 228 1.46 799 747 1702 1089 0 0 0 0 Impact Impact 0.780 0.780 sw sw 22-62 0.00 21.79 0.00 8 0 9 0 185 0 179 0 0 0 0 0 0 0 0 0 Impact 0.780 sv 0.00 0.00 0 0 0 0 0 0 0 0 Impact 0.780 snr 22,62 22.99 21 18 471 479 0 0 0 0 Impact 0.780 sw 0.00 0.00 0 0 0 0 0 0 0 0 Impact 0.780 bw 0.00 0.00 0 0 0 0 0 0 0 0 Impact 0.780 sw 2262 24.08 23 20 510 542 0 0 0 0 Block R-9 Wall Impact 0.079 0.780 riw rw 228 2262 1.46 29.09 324 20 201 0 458 461 293 593 192 0 112 0 255 0 163 0 Impact 0.780 nw 2262 29.09 22 0 500 643 0 0 0 0 Impact 0.670 nw 0.00 0.00 0 0 0 0 0 0 0 0 Impact 0.670 nw 19.43 26.70 80 0 1554 2136 80 0 1554 2136 Impact Impact 0.670 0.670 aw nw 0.00 0.00 0.00 _ _ 0.00 0 _ 0 0 0 0 0 0 - 0 0 0 0 0 0 0 0 0 P Fmi Wall, la' Gyp B 0.115 - 0.00 0.00 0 0 0 0 0 0 0 0 P Fan Wall,1/2 Gyp B 0.115 - 0.00 _ _ 0.00 _ 0" 0 0, 0- 0 0 0 C AttiG Metal Roof, R 0.396 - 1.48 1.14 1964 1964 2911 2232 448 -6- 448 665 510 F 8"ThknsConQeteHo 0.049 - 1.42 _ 0.00 149 149 211 0 23 23 32 0 F 8" ThkrisCorxrete Ho 0.049 -_ 0.00 0 0 0 0 0 0 0 0 F 8"Thkns, Concrete Ho O.D49 - -0.00- 0.00 0.00 _- 0 _ 0 0 0 0 - 0. 0, 0 F On Grade Depth, Tile, 0.989 , 0.00 0.00 0_ _ 0 0 _ 0 0 0 0 0 6 c) AED exursion 866 $31 Envelope loss(gain 13887 13079 3511 4059 12 a) Nitration 4632 1460 963 303 b) Room ventilation 0 0 0 0 13 Intemalgains Occupants@ 230 0 0 0 0 Appliances(other 6250 1500 Subtotal(lines6b13) 18519 20789 4474 5863 Less exlemal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 47 36 14 Subtotal 18519 20789 4521 5898 15 Ductloads 21% 13% 3910 2609 21% 130 955 740 Total room bad 22428 23398 5476 6639 Air required (cm) 1140 1140 278 323 Calculations approved bVACCA to meet all requirements of Manual J 8th Ed. -OPFwrGghtsoiFtm 2020-Aug-1910:08:31 Aft, ^ Right Skiie®Uri�rsa1201919.020 RSU27054 Page 10 .-rds\WrigttsoftHVACW800WatersorgWay CC&DAp CaIc=MJ8 FrordDoorfaces: W Air Calm, LLC Right-JO Worksheet AM 2 Air Calm, LLC 7550 Hidden Hammock LR Vero Beach FL32966 Phone: 772.800,8413 Email:,Acidlynre@aircalcs.com Job. 1301 Date: Aug 11,2020 By. Vicki Lynne Nisa 1 Room name M Hall Hers 2 Exposedmiall 0 ft 14.0 It 3 Room height 9A It heal/cool 9.4 It heaticool 4 5 Room dimensions Room area 1.0 x 39.4 It 39A fF 1.0 x 106.0 It 106.0 ft2 Ty Construction number U-value (Btuhff-'o Or HTM (BluhM Area ( or perimeter (t0 Load (Btuh) Area ( or periml (to Load (EHuh) Heat cool Gross N/P/S Heat Cool Gross N/PJS Heat cool 6 �--G Block R-9 Wall Impact b.06 0.079 0.780 n ne ne 0.00 228 2262 0.00 1.46 27.52 -0-- 0 0 '0--- 0 0 -.0 0 0 0 0 0 ------ 0 0 0 _0 0 0 0 0 0 0 0 11 Impact Impact 0.780 0.780 ne ne 2262 0.00 27.52 0.00 0 0 0 0 0 0 0 0 0 a 0 a 0 0 0 0 --G Impact Impact impact 0.780 0.780 0.780 ne ne ne 2262 0.00 0.00 27.52 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ---G --G L-G Impact- 0.780 ne - 0.00 -0- _-0 0 -0 0- _____.o -0 0 Block R-9 Wall 0.079 so 2.28 --0.00 1.46 0 0 .0 0 0 0 0 0 Impact 0.780 se 2262 16.82 0 C 0 0 0 0 0 0 Impact 0.780 se 2262 2299 0 0 0 0 0 0 0 0 Impact 0.670 se 0.00 0.00 0 0 0 0 0 0 0 0 Impact 0.670 se 0.00 0.00 0 0 0 0 0 0 0 0 Impact 0.670 -se .19A3 12.30--- -0 0-- 0 0 0 -0 Q - 0 Block R-9 Wall Impact 0.079 0.780 sw svv 2.28 2262 1.46 21.79 0 0 0 0 0 0 0 0 132 0 132 0 360 0 162 0 Impact 0.780 sN 0.00 0.00 0 0 0 0 0 0 0 0 --G Impact 0.780 sN 0.00 0.00 0 0 0 0 0 0 0 0 Impact 0.780 9N 2262 2299 0 0 0 0 0 0 0 0 -G -G Impact 0.780 sim 0.00 0.00 0 0 0 0 0 0 0 0 Impact Impact 0.780 0.780 svv sN 0.00 22-62 0.00 0 0 0 0 0 0 a 0 0 0 0--- 0 0- 0 0 --G Block R-9 WWI 0.079 rr4v 228 _24.08 1.46 0 -0 0 0 - - 0 - 0 0 6 - 0 Impact Impact 0.780 0.780 rr4v rrw 2262, 2262 29.09 29.09 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 ---G --G Impact mpact 0.670 0.670 rvw rrov 0.00 19.43 0.00 25.70 0 0 0 0 0 0 0 0 0 0 0 0. 0 0 0 0 --G Impact 0.670 ryw 0.00 0.00 0 0 0 0 0 0 0 a Impact 0.670 mv " 0.00 0.00, 0 �0 10 -, - - 10 0 0 0 -0 -=,G FrmWail,lr2'Gyp B 0.115 0.00 0.00 0 0 0 0 0 6 .P R Frm,WWI, IZGyp B 03f5 -0.00 0.00 -0 0- -0 0 6 '- - 0 0 0 6 - 0 C Attic, Metal R R 90, 0.386 1.48 1.14 J9 n -68 45 1-06 iO6 157 120 F 8"Thkns.Concrete-Ho 0-049 _-.1-42 0 06 -0- .0 "-0. ._0 ..__._0. 0 0 F &'ThknsConcr6teHo--- 0.0o 0.00- b*60 0 0- 0- -0 0 6 -0 F &'TfiknsCorKreteHo- 0.049 0.00 0.00 0 --0 -0 0 - _0 0- 0- 0 0 F On Grade Depth, Tile 0.989 0.00 0.00 0 0,--- 0- 0 '0 0 0 0 6 q) AED awsion -1 -8 Emsqope lossIgain 58 44 457 304 12 a) Infiltration 0 0 285 90 b) Room ventilation 0 0 0 0 13 Intemall gains Occupants Q 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines6 to 13) 58 44 742 394 Less e*mal load 0 0 0 0 LesstransW 0 0 a 0 Redistribution -58 -44 15 11 14 Subtotal 0 0 757 405 15 Ductloads 211% 1 0 0 21%1 139/61 160 51 Total room load 0 0 I I 917 I 456 1 Air required (dm) 0 I 0 47 22 Calculations approved bYACCA to meet all requirements of Manual J 8th Ed. 2020-Aug-1 9 10.,08:31 Right -Suite® Universal 2019 19.0.20 RSU27064 Page 11 ..AsWrightsoft HVAC'4800 Watersong Way CC&Dn4) Cafc=MJ8 Front Door faces: W Air Calm, LLC Right-J® Worksheet A/H 2 Air Calcs, LLC 7550 Hidden Hammock Ln, Vero Beach, FL32966 Phone:772.800.8413 Email: vtddlyme@aircalcs.com Job: 1301 Date: Aug 11, 2020 By: Vicki Lynne Nisa 1 Room name Master Bath W7 Clst 2 3 - Exposed Hall Room height 39.5 It 9A It heaVocol 4.5 It 9A ft heat/000l 4 5 Room dimensions Room area 1.0 x 204.8 ft 204.8 ft° 4.5 x 6.0 It 27.0 fl= Ty Construction number U-value (BhihfiF-°F) Or HTM (BtuhAt� Area (ft� or perime r (fl) Load (Bfuh) Area (iP1 or pedmefer (1t) Load (Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W: UV Block R-9 Wall . Block R-9 Wall 0.079 0.079 .. n . ne 0.00 228 .. .0.00 1.46 _ _ 0 85 •..... _ 0 85 _ . '0 193 . 0 123 . _ 0 0 ..0 0 0 0 -. 0 0 Impact 0.780 ne 2262 27.52 0 0 0 0 0 0 0 0 11 Impact Impact 0.780 0.780 ne ne 22.62 0.00 27.52 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Impact Impact Impact 0.780 0.780 0.780 ne ne ne 22.62 0.00 0.00 27.52 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W Impact Block R-9 Wall 0.780 0.079 ne- se - 0.00 228 - - 0.00 1.46 -0 . 0 0, 0 Or 6 - 0 0 _ 0 0 _ _ _. _. _ 0 0 - 0 0 , 0 0 Impact Impact Impact 0.780 0.780 0.670 se se se 22-62 2262 0.00 16.82 22.99 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Impact Impact 0.670 0.670 se se 0.00 ._- 1.9A.3 0.00. _. _12.30 0' -_ 0 0 ... 0 0 _ .0 0 . .. - 0 0 _ - - . 0 0 0 0 - 0 0 0 - . . Block R-9 Wall 0.079 sw 228 1.46 155 133 302 193 42 34 78 50 Impact Impact 0.780 0.780 sw sw 2262 0.00 21.79 0.00 0 0 0 0 0 0 0 0 8 0 5 0 185 0 179 0 Impact 0.780 sw 0.00 0.00 0 0 0 0 0 0 0 0 Impact Impact 0.780 0.780 sw snr 2262 0.00 22.99 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Impact Impact 0.780 0.780 sw sw 0.00 22-62 0.00 24.08 0 23 0 10 0 510 0 542 0 0 0 0 0 0 0 0 _ Blod(R-9 Wall Impact 0.079 0.780 nw nw 228 - 22.62 -- 1.46 29.09 132 20 89 0 203 461 130 593 0 0 0 0 0 0 0 0 Impact 0.780 nw 22.62 29.09 22 0 500 643 0 0 0 0 Impact 0.670 nw O.00I 0.00 D 0 0 0 0 0 0 0 Impact 0.670 nw 19A3 26.70 0 0 0 0 0 0 0 0 Impact 0.670 nw 0.00 0.00 0 0 0 0 0 0 0 0 Imp 0.670 nw 0.00: 0.00 0.. .. 0 0. 0 ... 0 0 0. 0 P Fract, _. m W. 1,1/2" Gyp B 0.115 - 0.00 0.00 0 0 0 0 0 0 0 P Fnn Wall, 1 Gyp B 0.115 - 0.00 _ _ 0.00 _ _ -0 - 0 - _ 0 -6. 0 - . , _ 0 _ - 0 0 0 _ C Attic, Metal Roof, R 0.386 _ 1.48 1.14 205 265 303 233 27 27 40 31 F-,. .. 8"ThknsConcreteHo,_ .. 0.049, _ _ :1.42: 0.00 _` ' .- 126 ..126 ... ,.179, _ .. 0 - _ - .0 _ _ - 0 _ - 0, _ 0 F 8" Thkns Concrete Ho 0.049 0.00 0.00 0 0 0 0 0 0 0 0 F V. Thknv oncrete Ho - 049 - - 0.00 _ 0,00 . - 0 _ 0 . _ _ 0 _ ._ . _ 0 _ _ 0 - - 0 _ .. - .0 . - 0 F OnGradeDeplh,Tile 0.989 _ - - _ 0.00 _ _ 0.00 0 0 -0 0 -- - _- 0 0 0 _ 0 6 c) AED excursion 681 71 Emelopeloss/gain 2651 313B 303 330 12 a) Infiltration 805 254 92 29 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Appliancestolher 500 0 Subtotal Qines6to 13) 1 3456 3892 395 359 Lessextemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 10 7 10 7 14 Subbtal 3466 3900 405 367 15 Ductloads 21% 130/0 732 489 21% 13% 85 46 Total room load 4198 4389 L 1 490 413 Air required (dm) 213 2141 25 20 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -F#i- wrightsoT!® 2020-Aug-l910:08:31 Right-SuteOUniversal 201919.020 RSU27054 Page 12 ...NslWrigftsoftWAC14800WatersorgWay CC&D.nQ Calc=MJ8 FrontDoorfaoes: W Air Caics, LLC RighW@ Worksheet Job: 1301 A/H 2 Date: Aug 11, 2020 By. Vicki Lynne Nisa Air Calm, LLC 7550 Hidden Hammock Ln, Vero Beach, FL32966 Phone: 772.800.8413 Email: viddlyme@aircalrscom 1 Room name 3rd Rr Stairs Loft 2 Exposed %ell 13.5 ft 25.0 ft 3 Room height 17.9 ft hsaVcpol 9A ft heaV000l 4 5 Room dimensions Room area 13.5 x 8.0 ft 108.0 ft2 17.0 x 8.0 ft 136.0 tr= Ty Construction number U-value (Blvhll2_9 Or HTM (EMh4F) Area (W) or perimeter (ff) Load (Btvh) Area (i� or petime2r (fo Load (Blvh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool e W, - 1%J Block R-9 Wain: Block R-9 Wall Impact 0.079 0.079 0.780 ._ n, ne ne _ - .0.00, 2.28 22.62 ._ ._. 0.00 1.46 27.52 _ -- 0 0 0 .. A. 0 0 .... . _ 0 0 0 0 0 0 . __. 0 0 0 - 0 0 0 _; 0 0 0 0 0 0 11 Impact Impact 0.780 0.780 ne ne 22-62 0.00 27.52 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Impact Impact Impact 0.780 0.780 0.780 ne ne ne 22.62 0.00 0.00 27.52 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Impact - - Bfodk R 9 Wall 0.780 0.079 ne- se 0.00 228 _ . . 0.00 . ' .1:46 _ 0 0 0 0 0. 0 - 0 0 .0 75 .. .. 0 54 _ .._ _ 0 124 0 79 . W impact Impact 0:780 0.780 se se 2262 2262 16.82 22.99 0 0 0 0 0 0 0 0 0 21 0 9 0 471 0 479 Impact 0.670 se 0.00 0.00 0 0 0 0 0 0 0 0 Impact Impact .. 0.670 0.670 se _se 0.00 - 19.43 Q00 . 12.30 0 0 0 .. _... 0, 0 _ 0 0 . - -.. -0 0 -- 0 0 -0 0 _ . -_ 0 0 0. Block R-9 Wall impact Impact 0.079 0.780 0.780 sw sw sw 228 22-62 0.00 1.46249 21.79 0.00 0 0 249 0 0 567 0 0 363 0 0 160 0 0 139 0 0 316 0 0 202 0 0 Impact Impact Impact 0.780 0.780 0.780 sw sw sw 0.00 2262 0.00 0.00 22.99 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 21 0 0 9 0 0 471 0 0 479 0 Impact Impact 0.780 0.780 sw bw 0.00 22.62 0.00 24.08 0 0 0 0 0 0 0 0 0 0_ 0 0 0 0 0 0 _ Block R-9 Wall Impact 0.079 0.780 nw nw 228 2262: 1.46 29.09 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 0 Impact 0.780 nw 22.62 29.09 0 0. 0 0 0 0 0 0 Impact Impact 0.670 0.670 nw nw 0.00 19.43 " 0.00 26.70 0' 0 0 0 0 0 0 0 0• 0 0 0 0 0 0 0 Impact Impact 0.670 0.670 nw ryw 0.00 0.00 0.00 0.00 0 0 0 0 0 0 0 0 0 0 - - 0 0 -0 0 - 0 P _ .. Fmt Wall, 1/2'Gyp B 0.115 - -, 0.00 _. 0.00 0 0 0 - 0 0 0 0 - 0 R Frrn Wall,12 _Gyp B- . 0.115 :_ r - -0.00 __ . - - 0.00 0'_. . 0 _ 0 0 -. _-. 0 , 0 _.. 0 0 C Atfic, Metal Roof, R .. 0.386 - 1.48 m4 168 108 160 123 136 136 202 155 F' _ V' ThknsConcrete Ho .. _0.049 .._- _. _. -. 1.42 .. ..0.00 .. ...0 _ , ._. ... 0 .. o 0 .. - 0 _ 0 : _ . 0 . 0. F e"ThknsConxreteHo 0.049 - 0.00 0.00 0 0 0 0 0 0 0 0 F- - - U'ThknsConkrete-Ho- .. -. 0.049 ,- . .0.00 0.00 .._... 0"--- .0 _ _ . ..0 .. _ _ 0 _ .- 0 _. .... _ 0-- 0 0 F On Grade Depth, Tile 0.989 - - 0.00 _ - 0.00 0 _ - - 0 _0 _ - -- 0. 0 0 -- - 0 _0 6 c) AED excursion -18 -61 Envelopelosslgain 727 467 16M 1333 12 a) Infiltration 540 170 510 161 b) Room ventilation 0 0 0 0 13 Intemalgains Occupants@ 230 0 0 0 0 Applianordother 250 1500 Subtotal Qirms6 to 13) 1 1267 888 2094 2994 Lessextemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 58 44 42 31 14 Subtotal 1326 932 2135 3025 15 Ductloads 21% 13% 280 117 21% 13% 451 380 Total room load 1606 1048 1 2586 3405 Airrequired(dm) 1 182 51 1311 166 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -F}F- wrGgFrttsofe® 2020-Aug-1 9 10:08:31 F;Uglt-Skit& Uriversal 201919.020 RSU27054 Page 13 ..xb%WdgttsoftWACW800WatersongWay CC&DnQ Calc=MJB FrordDoorfaoes: W Air Calm, LLC Right-JO Worksheet AN 2 Air Calcs, LLC 7550 Hidden Hammock Ln, Vero Beach, FL32966 Phone: 772.800.8413 Email: vicdlyme@aircalcs com Job: 1301 Date: Aug 11, 2020 By,. Vicki Lynne Nisa 1 Room name Bath 3 Bed 3 2 E)¢msed wall 13.0 It 29.0 It 3 Room height 9A It heaV000l 9A It heaV000l 4 5 Room dimensions Room area 13.5 x 6.5 ft 87.8 T 13.6 x 16.5 It 209.3 11 Ty Construction U-value or HTM Area ( Load Area (ft0 Load number (Btuhlfl{°Fj (Btuhllt� or perim r (i9 (Btuh) or perimeter (it) (Bhrh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 w W 'Block R-9 Wall Block R-9 Wall Impact 0.079 0.079 0.780 n_ ne ne _ _ 0.00 228 22.62 _ - . 0.00 1.46 27.52 -_. _- - 0 0 0 - 0 0 0 -- 0. 0 0 0 0 127 0 127 0 289 0 185 0 Impact 0.780 ne 22.62 27.52 0 0 0 0 0 0 0 0 11 Impact 0.780 ne 0.00 0.00 0 0 0 0 0 0 0 0 Impact Impact 0.780 0.780 ne ne 22.62 0.00 27.52 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Impact 0.780 ne 0.00 0.00 0 0 0 0 0 0 0 0 Impact BlockR-9 Wall 0.780 0.079 ne_ se _ 0.00, 228 .0.00 1.46 --0 61 - 0 53 - 0- 121 , 0 77 0 146 - 0 90 0 204 _0 131 W Impact Impact Impact 0.780 0.780 0.670 se se se 2262 22.62 0.00 16.82 22-99 0.00 8 0 0 8 0 0 181 0 0 135 0 0 8 0 0 8 0 0 181 0 0 135 0 0 Impact Impact _ 0.670 .0.670 se _ se. 0.00 19.43 0.00 - _ 12.30 0 _ - - - 0 0 _- - 0 0 0 0 01 0 48, 0 _ 48 0 933 0 591 Block R-9 Wall 0.079 sw 228 1.46 61 61 139 89 0 0 0 0 Impact Impact 0.780 0.780 sw sw 2262 0.00 21.79 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Impact Impact Impact 0.780 0.780 0.780 sw sw sw 0.00 2262 0.00 0.00 22.99 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Impact Impact 0.780 9.780 sw sw 0.00 2262 0.00 24.08 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 _ Block R-9 Wall Impact Impact 0.079 0.780 0.780 nw nw nw 228 22.62 22.62 _ _ 1.46 29.09 29.09 0 0 0 0 0 0 0 0 0 _ _ _0 0 0 0 _ 0 0 0 0 0 0 _ 0 0 0 0 0 0 Impart Impact 0.670 0.670 nw rw 0.00 19A3 ' 0.00 26.70 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Impact Impact Frm Wall, l/2' Gyp B 0.670 0.670 0.115 nw -.nw. - 0.00 , _ 0.00 0.00 0.00 _- - 0.00 0.00 0 0 0_ 0 - - 0 0 0 _ _ -.0. 0 0 . - 0 0 0 0', 0 0 _- 0 0 0 _ 0 0 0 0 0 P P ' .Fr n W6lI,1t2' Gyp B 0.115 _._- . b.o0 _ ono 0 -- 0 _ 0 ...... _0 - C Attiq Metal Roof, R 0.366 - 1.48 1.14 88 88 130 100 209 209 310 238 F 8"ThkrisConcreteHo - - _-. 0.049 --- ' - 1.42 - - 0.00 ,. _ , - 0 ._ 0 ... _'0 _ , 0 - .. 0 0 0 F 8"ThknsConcrete Ho- 0.049 - 0.00 0.00 0 0 0 110 0 _ 0 0_ 0 F 8" Thkns Concrete Ho- _ __ ,- .0.049 . -- 0.00 0.00 _ _ 0 0 _ 0 ____0 0 0 - 0-- 10 0 F - On Grade Depth, Tile 0.989 - 0.00 0.00 _ - _. - 0 _ - _ 0 0 . 0 0 0 0 _ _- 0 6 c) AED excursion -20 -49 Envelope loss(gain 571 381 1917 1229 12 a) Infiltration 265 84 591 186 b) Room ventilation 0 0 0 0 13 Internal gains Occupants@ 230 0 0 0 0 Appliances(lther 500 1000 Subbtai(lines6to13) 836 965 250E 2416 Less Wemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 27 20 23 18 14 Subtotal 863 985 2531 2433 15 Ductloads 21% 13% 182 124 21% 13% 534 305 Total room load 1045 1108 30651 2739 i Air required (dm) 53 54 156 133 Calculations approved bvACCA to meet all requirements of Manual J 8th Ed. -F� wrightsoftm Riga Sute®Urrversa1201919.022020-Aug-1910:0831 AEUk0 RSU27054 Page 14 rds\WrightsoftWAC14800 Watersong WayCCBDnp Calc=MA Front Door faces: W Air Calks, LLC Right-JO Worksheet A/H 2 Air Calks, LLC 7550 Hidden Hammock Ln, Vero Beach, FL32966 Phone: 772.800.8413 Email:,Acidlyrm@aircaics.com Job: 1301 Date: Aug 11, 2020 B)r Vicki Lynne Nisa 1 Room name WIC 3 AIC 2 2 Exposed vkell 5.0 It 0 ft 3 Room height 9.4 It heatl000l 9.4 ft heat/000l 4 5 Roomdimensions Room area 5.0 x 8.5 It 42.5 If 5.0 x 3.0 It 15.0 IF Ty Construction U-value Or HTM Area f Load Area ( Load number (BhuhfiF-°F) (BWKIJ2) or perimeter (iq (Btuh) or perimeter (it) (Btuh) Heat I Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 IN W Block R-9 Wall.... - Block R-9 Wall Impact 0.079 0.079 0.780 - n _ ne ne _ _ 0.00 228 2262 0.0,0 1.46 27.52 _ 0 47 0 0 47 0 0 107 0 0 68 0 _ 0 0 0 0 0 0 0 0 0 0 0 0 11 Impact Impact 0.780 0.780 ne ne 22.62 0.00 27.62 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Impact Impact Impact 0.780 0.780 0.780 ne ne ne 22.62 0.00 0.00 27.52 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Impact Block R-9 Wall . 0.780 0.079 .,ne se 0.00 228 0.00 1.46 - 0 0 0 0 '_'__0 0 -0 0 0 0 - 0 6 0 0 _ - 0 0 Impact Impact Impact 0.780 0.780 0.670 se se se 22-62 22-62 0.00 16.82 2299 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Impact Impact _ ' - 0.670 0,670 se se_- 0.00 ... 19A3 0.00 12.30 01 _ _ _0 0 0 - 0 0 - 0- 0 _ _ 0'' 0 _ ... 0 0 _ - 0 0 _ 0 Block R-9 Wail Impact Impact 0.079 0.780 0.780 sw sw snr 228 22-62 0.00 1.46 21.79 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Impact 0.780 sav 0.00 0.00 0 0 0 0 0 0 0 0 Impact Impact 0.780 0.780 9N sw 22.62 0.00 22.99 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Impact Impact 0.780 0.760 sw sw 0.00 2262 0.00 24.08 0 0 0 0 0 0 0 0 0 0 0 0 0_ 0 0 Block R-9 Wall Impact Impact 0.079 0.780 0.780 nw nw nw 228 2262 2262 1.46 29.09 29.09 0 0 0 0 0 0 - 0 0 0 _0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Impact Impact 0.670 0.670 nw nw 0.00 19.43 0.00 26.70 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Impact Impact _ Frm Wall, V2"Gyp B 0.670 0.670 0.115 nw ..rrw - 0.00 , _ 0.00 0.00 0.00. _- 0.00 0.00 0 0 0 0 . _ 0 0 0 0 0 0 - , - 0 0 0 0 0 0 _ 0 0 0 0, 0 0 _ . 0 0 P P Frm Wall, 1/Y' Gyp B . 0.115 - 0.00 ' ° '0.00 _ C AtfiG Metal Root, R 0.386 _ - 1.48 1.14 4.3 43 63 48 15 15 22 17 F 8" ThknsConcret9 Ho _ . 6.049 _ - 1,42 - 0.00 0 _ 0 0 . 0 0 - 0 0 0 F V'Thkns Concrete Ho _ _ _ 0.049 _ - _ 0.00 0.00 0 - 0 0 0 0 0 0 0 F S"ThknsConreteHo„ 0.049 --_ 0.00. 0.00 , _ ._ 0 0 0 _0 6 0- 0 0 F On Grade Depth, Tile _ 0.989 - . _ 0.00.- 0.00 0 _ 0, - 0 0 0- 0 0 0 6 ct AED excursion -3 0 Envelope lossigain 170 114 22 17 12 a) Infiltration 102 32 0 0 b) Roomventilation 0 0 0 0 13 Internal gains Occupants@ 230 0 0 0 0 Applianoes(lther 0 0 Subtotal Qines6 to 13) 272 146 22 17 Less extemalload 0 0 0 0 Lesstrtransfer 0 0 0 0 Redistribution 10 8 -22 -17 14 Subtotal 282 154 0 0 15 Dud loads 21% 130 60 19 21% 13% 0 0 Total room load 342 173 0 0 Air required (dm) 17 8 0 0 Calculations approved bVACCA to meet all requirements of Manual J 8th Ed. -r-rl- 2020-Aug-1910:06:31 A&K Right Skit-® Universal 201919.020 RSU27054 Page 15 NslWrighmftWACW800WatersongWay CC&D.nnp CaIc=MJ8 FrordDoorfaoes: W Air Calm, LLC Right-J® Worksheet AM 2 Air Calm, LLC 7550 Hidden Hammock LR Vero Beach, FL32966 Phone:772.800.0413 Effmjl:vicWiynrie@aircalcs.com Job: 1301 Date: Aug 11, 2020 By. Vicki Lynne Nisa 1 Room name Bath 2 Bed 2 2 3 Exposedwdl Room height 5.5 It 9.4 ft heallcool 12.5 It 9.4 It heat/000l 4 5 Room dimensions Room area 5.5 x 11.5 It 63.3 ft2 12.5 x 16.5 It 206.3 IF Ty Construction U-value Or HTM Area ( Load Area (1� Load number (BWhlll?-°F) (Btu hAt� a perimeter (t0 (Btuh) or perimefer 01) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W Illl Block R-9-Wal- --1 _ .. Block R-9 Wail Impact - - _ _ 0.079 0.079 0.780 - n- ne ne - - 228 2262 - - - - 1.46 27.52 - - - 52 8 -- -- -- 43 0 - - - 99 185 - -- -- 63 226 - 117 0 96 0 218 0 139 0 11 Impact Impact 0.780 0.780 ne ne 2262 0.00 27.52 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Impact Impact Impact 0.780 0.780 0.780 ne ne ne 2262 0.00 0.00 27.52 0.00 0.00 0 0 0 0 0 0 0 0 0 0 0 0 22 0 0 0 0 0 495 0 0 602 0 0 Impact- -._ -_ . Block R-9 Wall 0.780 0.079' .ne_ se 0.00 228 _ 0.00 1.46 .--0 0 0 0 0 0 -0 0 0. 0 -0 0 _ _ _ 0 0 0 0 IN Impact Impact 0.780 0.780 se se 2262 2262 16.82 2299 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Impact 0.670 se 0.00 0.00 0 0 0 0 0 0 0 0 Impact Impact _ _ 0.670 . ' . 0.070, se _ se... 0.00 _ ,19.43. 0.00 _:. 1.2.30 0 _ .. _ . 0 0 _ . _. '0, 0 -,0 0 .. 0 0 _ 0 0 -0 0 ... 0. 0 0 Block R-9 Wall Impact Impact 0.079 0.780 0.780 sw sw sw 228 22.62 0.00 1 A 21.79 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Impact 0.780 sN 0.00 0.00 0 0 0 0 0 0 0 0 Impact mpact 0.780 0.780 sw sw 22.62 0.00 22.99 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Impact Impact 0.760 0.780 siv sN 0.00 2262 0.00 24.08 0 0 0 0 0 0 0 0 0 0_ 0 0 0 0 0 0 Block R-9 Wall - Impact 0.079 0.780 nw nw 228 22.62 _ 1.46 29.09 0 0 0 0 0 0 0 0 6 0 0 0 6 0 0 0 Impact 0.780 nw 2262 29.09 0 0 0 0 0 0 0 0 Impact Impact 0.670 0.670 nw rNv 0.00 19.43 0.00 28.70 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Impact Impact 0.670 0.670 nw rw 0.00 0.00 0.00 0.00 0 0 0 0 0 - - 0 0 0 0 0 0 0 0 0 0 _ - 0 P Frm Wall,1/2' Gyp B_ 0.115 - 0.00 0.00 0 0 0 0 0 _ 0 0 . 0 P Frm Wall,10,Gyp B 0.115 - . 0.00 j0.00 ' . 0 0 _ 0 0 0 - 0 _ 0 _ 0 C Altic, Metal Roof, R 0.386 , - , 1.48 1.14 63 63 94 72 206 206 306 234 F 8"ThknsConcreteHo . 0.049 - .,.-_ 1.42 _ 0.06 0 -_-- 0 .0 -0 _. 0 - - 0 _ 0 0 F & ThknsCorweteHo 0.049 - 0.00 0 - 0 __0 _ - _0 0 _0 0 0 - F _ -& ThknsCono'eteHo 0.049 . -- ----0.00 - 0.00 - - _ _ 0.00 0 0 _ - .0 __0 0 0 0 0 F On Grade Depth, Tile 0.989 - - _ 0.00 0.00-- 0. 0 -0 0 0 6 c)AEDexcursion -8 -41 Envelope loss(gain 378 353 1018 934 12 a) Infiltration 112 35 255 80 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Appliances(other 0 1000 Subtotal (lines 6 to 13) 490 388 1273 2015 Less e)demal load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 30 22 76 57 14 Subtotal 520 411 1348 2072 15 Ductioads 21% 13% 110 52 21%1 139/6 285 260 Total room load 630 462 1633 2332 Air required (dm) 32 23 83 114 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -FW wrGghtsoTt• 2020-Aug-1 9 10:08:31 Right-SuteO Universal 201919.020 RSU27054 Page 16 ...rtslWrightsoftHVACW800 Watersong Way CC&DxW Calc=M,18 Front Door faces: W Air Calm, LLC Right-J® Worksheet AM 2 Air Calm, LLC 7550Hidden Hammock Ln, Vero Beach FL32966Phone: 772.800.8413 Email: viddlyrm@aircalcs.com Job: 1301 Date: Aug 11, 2020 By. Vicki Lynne Nisa 1 Room name WIC 2 His 2 000m 5.5 It0 It 3 Room height 9A It heaftool 9.4 It heat/000l 4 5 Room dimensions Room area 5.5 x 6.0 ft 33D IF 1.0 x 55.8 It 55.8 iF Ty Consirucl on number U-value (BtuhfiF-9 Or HTM (Btuh/M Area (ft� or perimeder (iq Load (Btuh) Area ( or perime (i9 Load (Btuh) Heat I Cod Gross N/PIS Hit Cool Gross N/P/S Heat Cool 6 W.. _ - BlockR-9Wa11 .. 0.079 ., n. 0.00 ._..0.0.0 _ -.0,.... 0 0: 0 0 0 .._ .. -. -_0 .... .. 0 W Block R-9 Wall 0.079 ne 228 1.46 52 52 118 75 0 0 0 0 Impact 0.780 ne 2262 27.52 0 0 0 0 0 0 0 0 Impact 0.780 ne 2262 27.52 0 0 0 0 0 0 0 0 11 Impact 0.780 ne 0.00 0.00 0 0 0 0 0 0 0 0 Impact 0.780 ne 2262 27.52 0 0 0 0 0 0 0 0 Impact 0.780 ne 0.00 0.00 0 0 0 0 0 0 0 0 Impact 0.780 ne 0.00 0.00 0 0 0 0 0 0 0 0 Impact__ 0.780 - ne 0.00 _ 0.00 0 0 - 0 _ 0 0 _ 0 _. _ 0 0 W--- Block R-9 Wall' 0.079 se 228 1 A6 0 0 0 _ 0 0 0 0 0 Impact Impact Impact 0.780 0.780 0.670 se se se 22.62 22.62 0.00 16.82 22-99 0.00 0 0 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Impact 0.670 se 0.00 0.00 0 0 0 0 0 0 0 0 Impact 0.670 _,se_ 19.43' - -1230 0 0 _. -.0, . 0 _- _--- 0 .0-- ... 0 0 - Block R-9 Wall 0.079 snr 2.28 1.46 0 0 0 0 0 0 0 0 Impact 0.780 snr 22-62 21.79 0 0 0 0 0 0 0 0 Impact 0.780 sw 0.00 0.00 0 0 0 0 0 0 0 0 Impact 0.780 sw 0.00 0.00 0 0 0 0 0 0 0 0 Impact 0.780 sN 22-62 22.99 0 0 0 0 0 0 0 0 Impact 0.780 sw 0.00 0.00 0 0 0 0 0 0 0 0 Impact 0.780 9N 0.00 0.00 0 0 0 0 0 0 0 0 Impact 0.780 2262 24.08 0 0 0 0 0 0 0 0 _-_ _ _ _ Block R-9 Wall Impad 0.079 0.780 _sw aw nw 228 2262 1.46 29.09 0 0 0 0 0 0 0 .0 _ 0 0 0 0 0 0 0 0 Impact 0780 rw 22.62 29.09 0' 0 0 0 0 0 0 0 Impact 0.670 nw 0.W 0.00 0 0 0 0 0 0 0 0 impact 0.670 .nvv 19.43 26.70 0 0 0 0 0 0 0 0 Impact Impact Frm Wa11,1/2' Gyp B 0.670 0.670 0.115 nw nw - 0.00 _. _ 0.00 0.00 0.00 _- ._0.00 0.00 0 0 0 0 - . 0 0 0 . _ 0 0_ 0 - -_ 0 0 0 _ ._ -0 0 0 0 0 0 - 0 0 0 - 0 0 _ P P Frm Wall,1fZ'.Gyp B .. 0.115 .- 0.00 _ 0.00 _ _ C Attic; Metal Roof, R 6.386 _ - 1.48 _ 1.14 '0 33 33 49 38 56 56 83 63 F :. 8" Thkns Concrete Ho _ - 0.049 - - - .... 1.42 ,... 0.00 0 ._ _ 0 0 _ 0 -- - 0 0 0 0 F 8"ThknsConaeteHo 0.049 0.00 0.00 ... 0 . 6_ 0 .. ... 0 .. 0 0 _ 0 0 F_ 8"ThknsConcrete Ho..: - 0.049 _-_ ,- 0.00 _ .- _0.00 - .. 0 - -0 _ _ . -0 0 --- F On Grade Depth. Tile 0.989 - 0.00 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion -3 -1 Envelopeloss/gain 167 110 83 62 12 a) infiltration 112 35 0 0 b) Room ventilation .0 0 0 0 13 Udemalgains Occupants@ 230 0 0 0 0 Applianoes(other 0 0 Subtotal( lines6to13) 279 145 83 62 Less a demal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 2 2 14 Subtotal 279 145 85 64 15 Ductioads 21% 13%1 59 18 21% 13% 18 8 Total room load 338 163 103 72 Air required (cfm) 17 8 5 3 Calculations approved bVACCA to meet all requirements of Manual J M Ed. f}F- wrigF�tsoft® 2020-Aug-1910:08:31 Riga -Suite® Universal 201919.020 RSU27054 Page 17 _adslWrightsoff HVAC41800 Watersong Way CCBD.np Calc= MJ8 Frord Door faces: W Air Calm, LLC RighW@ Worksheet Job: 1301 AN 2 Date: Aug 11, 2020 Air Calm, LLC By. Vicki Lynne Nisa 7550 Hidden Hammock Ln, Vero Beads, FL32966 Phone: 772.800.8413 Eniail:%dcldiWm@alrcaics.com 1 Room name 3rd Fir Elev 3rd Fir Hall 2 E)PoSed wall 0 ft 0 It 3 Room height 9A It healibooll 9A It heatlood 4 5 Room dimensions Room area 5.5 x 5.5 ft 30.3 fe 1.0 x 151.5 ft 151.5 IF Ty Construction number u-value (Btuhfit'L-F) Or HTM (BWW Area ( or periml (M Load (Btuh) Area or perimeter (fQ Load (Btuh) H;;-] Cool Gross N/PJS Heat Cool Gross N/PIS Heat Cool 6 -Bi R-9VU( 0-.079-- '--.n, --6.66 6.06 Block R-9 Wall 0.079 ne 2.28 1.46 0 0 0 0 0 0 0 0 Impact 0.780 ne 22.62 27.52 0 0 0 0 0 0 0 0 -G G Impact 0.780 ne 2262 27.52 0 0 0 0 0 0 0 0 11 Impact 0.780 ne 0.00 0.00 0 0 0 0 0 0 0 0 G Impact 0.780 ne 22-62 27.52 0 0 0 0 0 0 0 0 --.G Impact 0.780 ne 0.00 0.00 0 0 0 0 0 0 0 0 Impact 0.780 ne 0.00 0.00 0 0 0 0 0 0 0 0 ---G IMDact Block R-9 Wall 0.780 0.079 ne se 0.00 2.28 -.0.00-- 1.46 W 0 0 0 -0- 0 0 0 0-- 0 0 0 0 0 0 0 Impact 0.780 se 2262 16.82 0 0 0 0 0 0 0 0 Impact 0.780 se 2262 2299 0 0 0 0 0 0 0 0 --G Impact 0.670 se 0.00 0.00 0 0 0 0 0 0 0 0 --G G Impact 0.670 se 0.00 0.00 M -0 0 0 0 0 a 0' Impact 0.670. se 19.43, 12.30 0 -0 0 -0 0 0 0 0- '0 0 .-_G Block R-9 WWI 0.079 sw 228 1.46 0 b 0 0 0 0 Impact 0.780 sw 2262 21.79 0 0 0 0 0 0 0 0 Impact 0.780 sw 0.00 0.00 0 0 0 0 0 0 0 0 --G Impact 0.780 sN 0.00 0.00 0 0 0 0 0 0 0 0 Impact 0.780 9N 2262 22.99 0 0 0 0 0 0 0 0 --G -G Impact 0.780 9N 0.00 0.00 0 0 0 0 0 0 0 0 Impact 0.780 sw 0.00 0.00 0 0 0 0 0 0 0 0 �-G impact 0.780 sw 2262 24.08 0 0, 0 0 0 0 0 0 Block R-9Wall 0.079 rw 2.28 1.46 0 0 0 0 0 -6 -6 0 �-G Impact 0.780 nw 22-62 29.09 0 0 0 0 0 0 0 0 '--G Impact 0.780 rDm 2262 29.09 0. 01 0 0 0 0 0 0 im 0.670 ryw 0.00 0.00 0 0 0 0 0 0 0 0 mpact 0.670 nw 19A 26.70 0 0 0 0 0 0 0 0 --G G Impact 0.670 nw 0.00 0.00 0 0 0 0 0 0 0 0 Impact FrmWa1l,10Gyp B -0.670. 0.115 nw 0.00 0.06 0.00 0.00 '0 0 A 0 0 .9 o 0 01 0 0 P Frm Wall, 1/Z'-Gyp B 0.115 0.00 0.00 0 - ------ 0 -0- 0 -- 0 - ---0 0 0 - 0 0 C Atfic� Wtal Root R 0.386 1.48 1.14. do 314 152 152 225 - F 0"-ThknsCoroite- Ho 0.049 1.42, 0.00 -30 0 - 0. --45 0 - -0 .0 0 0 _172 0 F 9'ThknsConcreteHo 0.049 0.00 0.60 0 0 b 0 0 0 F-, UTThknsConcreteHo,- -.0.049 -0.00,- --- 0.00 9 0 ----o 0 -0 0 0 0 ,O 0 F On Grade Dept, Tile 0.989 0.00 0 A 0 01 o 6 0 0 0 6 c) AED exursion -1 -3 En%elope loss(gain 45 34 225 169 12 a) Infiltration 0 0 0 0 b) Roorri%entilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Applianoes(lother 0 0 Subtotal Qines6 to 13) 45 34 225 169 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution -45 -34 -225 -169 14 Subtotal 0 0 0 0 15 Dudloads 21% 139/6 0 01 21% 13%1 0 0 Total room load 0 0 1 1 1 0 1 Air required (cfm) 0 0 0 00 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -- - wrYgtilsoftm 2020-Au1-1 9 10. B:31 4 F5k Rgtt-StiL-OUriwersal201919.0.20RSU27054 Page 18 iftlWrightsoft HMAC14800 Watersong Way CC&Dnip Calc=MJB FrordDoorfacL W Air Calcs, LLC Duct System Summary A/H 1 Air Calm, LLC 7550 Fadden Hammock LR Vero Beach, FL32966 Phone:772.800.8413 Email: %dddlynne@aircalcs.com For. MarioArbucci, Coastal Construction and Design, Inc 4800 Watersong Way, Hutchinson Island, FL 34949 Extemal static pressure Pressurelosses Available static pressure Supply / return available pressure Lowest friction rate Actual airflow Total e$ective length (TEL) Heating 0.70 in H2O 0 in H2O 0.70 in H2O 0.350 / 0.350 in H2O 0.206 in/100ft 1900 cfrn 339 ft Supply Branch Detail Table Job: 1301 Date: Aug 11, 2020 By. Vicki Lynne Nisa Cooling 0.70 in H2O 0 in H2O 0.70 in H2O 0.350 / 0.350 in H2O 0.206 in/100ft 1900 cfm Name Design (Btuh) Htg (cfm) Clg (CIM) Design FIR Diam (in) H x W (in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk 1stHrl-audry-A h 2138 137 104 0.300 7.0 Ox0 VIFx 63.0 170.0 st9 god Rr Landry c 1583 86 90 0.386 5.0 Ox 0 VIFx 26.2 155.0 st10 Bath4 h 1000 64 63 0.395 5.0 Ox0 VIFx 17.0 160.0 st10 Bed 4 h 3263 208 189 OA36 7.0 Ox 0 VIFx 20.5 140.0 st10 Cabana h 1312 84 21 0.282 6.0 Ox 0 VIFx 58.5 190.0 st9 Unirg Room c 1957 98 112 0.206 7.0 Ox 0 MFX 59.0 280.0 st14 Dining Room --A c 1957 98 112 0.242 6.0 OX 0 VIFx 44.0 245.0 st13 Rexspace h 3193 204 162 0.259 8.0 Ox 0 MFx 65.5 205.0 st9 Flex Space -A h 3193 204 162 0.298 7.0 Ox0 MFx 55.0 180.0 St9 Foyer h 2523 161 77 0.285 7.0 Ox 0 MFX 31.0 215.0 st8 Foyer -A h 2523 161 77 0.368 7.0 Ox 0 MFx 25.0 165.0 st6 Kitchen c 2921 83 166 0.308 7.0 Ox 0 MFx 27.0 200.0 st12 Kitchen -A c 2921 83 166 0.297 7.0 Ox0 VIFx 35.5 200.0 st12 Ocean Roorn-A c 6281 248 358 0.207 10.0 Ox 0 MFX 57.5 280.0 st14 ocean Room-C c 6281 248 358 0.243 9.0 OX 0 VIFX 43.0 245.0 st13 Pwdr Rm h 1200 77 52 0.476 5.0 Ox 0 MFx 7.0 140.0 st2 Storage h 562 36 10 0.282 4.0 OX 0 ViFx 43.5 205.0 st9 2020-A wrightsoft® ug-1910:06:35 •Nrtd-�a.e�,owN.-.,�mo., f3gtt-Sute®Universal 201919.020 RSU27054 Page 1 _.NsUrightsoltWACk1800WatersongWayCC&D.nip Calc=MJB FrordDoorfaces: W Name Trunk Type Htg (dim) Clg (dm) Design FR Veloc 00m) Diam (in) H x W (in) Duct Material Trunk st13 PeakAVF 692 939 0.206 805 2.0 14 x 12 RectFbg st12 st6 PeakAVF 987 614 0.259 846 2.0 12 x 14 RectFbg st1 st8 PeakAVF 826 537 0.259 708 2.0 12 x 14 RectFbg st7 st9 PeakAVF 664 460 0.259 797 2.0 10 x 12 RectFbg st8 st7 PeakAVF 826 537 0.259 708 2.0 12 x 14 RectFbg st6 st1 PeakAVF 987 614 0.259 707 16.0 0 x 0 vnIFIX st10 PeakAVF 359 342 0.386 538 2.0 8 x 12 RectFbg st2 st2 PeakAVF 435 394 0.386 653 2A 8 x 12 RectFbg st14 PeakAVF 346 469 0.206 704 2.0 8 x 12 RectFbg st13 st12 PeakAVF 858 1272 0.206 848 2.0 18 x 12 RectFbg st11 st11 PeakAVF 858 1272 0.206 848 2.0 18 x 12 RectFbg st3 st3 PeakAVF 858 1272 0.206 848 2.0 18 x 12 RectFbg Grille Htg Cig TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) (Cim) (cim) (ft) FIR (ipm) (in) (in) Opening (in) Mat Trunk rb8 Ox 0 1664 1767 0 0 0 0 Ox 0 VIFx rb4 Ox 0 408 325 0 0 0 0 Ox 0 VIFx rb7 Ox 0 208 189 0 0 0 0 Ox 0 VIFx Boldrdalic values have been manually ovenfdden -�- wrightsoft® 2020-Aug-1910:08:35 �, nMnt•ie..�nwN.m, . , , Riga-SUL-8Uriversa1201919.020RSU27054 Page �� ...NslWdghlsoff WACk800 Watersong WayCCBD.nQ Cale =MJ8 FrordDoor faces: W Duct System Summary Job: 1301 Air Calks LLC Y rY Date: Aug 11, 2020 A/H 2 By. Vicki Lynne Nisa Air Calks, LLC 7550 Hidden Hammock LR Vero Beads, FL32966 Phone: 772.800.8413 Email: %iddlyrrs@aircaics.com For: MadoArbucci, Coastal Construction and Design, Inc 4800 Watersong Way, Hutchinson Island, FL 34949 Bdemal static pressure Pressurelosses Available static pressure Supply / return available pressure Lowest friction rate Actual airflow Total effective length (TEL) Heating 0.70 in H2O 0 in H2O 0.70 in H2O 0.499 / 0.201 in H2O 0.236 in/100ft 1140 cfm 297 ft Cooling 0.70 in H2O 0 in H2O 0.70 in H2O OA99 / 0.201 in H2O 0.236 in/100ft 1140 cfm Name Design (Btuh) Htg (cfim) Clg Om) Design FIR Diam (in) H x W (in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk 3rd Rr Stairs h 1606 98 61 0.236 6.0 Ox 0 VIFx 26.5 185.0 st5 Bathe h 630 38 27 0.271 4.0 OXO MFx 9.0 175.0 st5 Bath c 1108 64 65 0.323 5.0 Ox 0 VIFx 14.5 140.0 st4 Bed 2 c 2332 100 136 0.269 7.0 Ox 0 VIFx 10.5 175.0 st5 Bed 3 h 3066 187 160 0.347 7.0 Ox 0 VIFx 14.0 130.0 St4 Hers h 917 56 27 0.253 5.0 Ox 0 VIFx 42.5 155.0 st15 His h 103 6 4 0.252 4.0 Ox 0 MR 28.5 170.0 st5 Loft c 3405 158 199 0.297 7.0 Ox 0 VIFx 18.0 150.0 st4 Master Bath C 4389 256 257 0.252 8.0 Ox 0 VIFX 58.5 140.0 St15 Master Bedroom c 3319 167 194 0.273 7.0 OXO VIFX 43.0 140.0 st15 Master Bedrooff A c 3319 167 194 0.258 8.0 Ox 0 VIFx 28.5 165.0 st15 WIC2 h 338 21 10 0.242 4.0 Ox0 VIFx 26.5 180.0 st5 WIC3 h 342 21 10 0.281 4.0 Ox0 MFx 13.0 165.0 st4 Wtr Clst h 490 30 24 0.255 4.0 Ox 0 MFx 50.5 145.0 st15 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (crm) (Cfm) FIR Rpm) (in) (in) Material Trunk st15 PeakAVF 676 696 0.252 715 2.0 10 x 14 RectFbg st5 st5 PeakAVF 939 934 0.236 751 2.0 10 x 18 RectFbg st4 PeakAVF 429 434 0.281 651 2.0 8 x 12 RectFbg Boldldalic values have been manuaW overridden 2020-Aug-1910:08.36 wrightsOft® Page 3 R1gft-SdteOUriversal201919.020 RSU27054 /�+� _.rds\WdgtisoftWACktB00 Watersong WayCC&D.np Calc=MJ8 FrordDoor faces: W Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Mali Trunk rb3 Ox 0 396 419 85.0 0.236 533 12.0 Ox 0 VIFx rt1 rb5 Ox 0 120 146 66.3 0.303 546 7.0 Ox 0 VIFx rt1 rb1 Ox 0 208 170 67.5 0.297 595 &0 0x 0 VIFx rt1 rb6 Ox 0 644 633 67.5 0.297 461 16.0 Ox 0 RtFg rt1 Name Trunk Type Htg (cfm) Clg Orn) Design FR Veloc (fpm) Diam (n) H x W (in) Duct Material Trunk rt1 PeakAVF 1368 1368 0.236 821 2.0 12 x 20 RectFbg Boldrdalic values have been manuallyovenfdden 2020-Aug-1910:08:35 .� wrigFrrtsoft°° RgltPage 4 mn k ro mwex ,n .o rn Sute®Uriversal 201919.020 RSU27054 �+�...rdsOdgFdsoftWAC0800WatersongWayCC&D.np Calc=MJ8 FrorfDoorfaces: W Level 1 Job #:1301 Performed by Vicki Lynne Nisa for: MadoArbucci 4800 Watersong Way Hutchinson Island, FL 34949 Air Calcs, LLC 7550 Hidden Hammock Ln Vero Beach, FL 32966 Phone: 772.800.8413 vickilynne@aircalcs.com Scale: 1 : 89 Page 1 RightSuite® Universal 2019 19.0.20 RSU27054 2020-Aug 1910:09:15 WACW800 Watersong WayCC&D.rup 10x10 10x10 112 cfM 112 cfrn Dining Room 7" 1 6" 12x8 0 1" ` 9" �2x12 Ocean Room 12x12 v 358 cfM ¢ ,v "358 cfM Level 2 Kitchen n 'IOx10 — 1666cfrn 2nd Fir Laundry 10x6 90 cfm 12x14 12x18 14z14 10x10 7 16ti cfrn 2nd Fir Hall 12 x 18 Bed 4 12 x 12 2108 ofrn 12x8 5 ,, 7„ 208 cfrn 10x6 5 v 64 cfrn 2nd Fir Elev Sup Rise 12 x 8 Bath 4 114 x 12 12x18 1 �V �;5"3 x8 Stairs 2nd Fir � �� E- 36k24 I v 77cfm 1767 cfm Pvvdr Rm Outside Air Line 6" 40 CFM Job #:1301 Performed by Vicki Lynne Nisa for: MarioArbucci 4800 Watersong Way Hutchinson Island, FL 34949 Air Calcs, LLC 7550 Hidden Hammock Ln Vero Beach, FL 32966 Phone: 772.800.8413 \Ackilynne@aircalcs.com Scale: 1 : 89 Page 2 RightSuite@ Universal 2019 19.0.20 RSU27054 2020-Aug4910:09:16 HVAC14800 Watersong Way CC&D.rup Master Bath 12x12 257 cfm Level 3 Outside Air Line 4" Z 27 CFM WIC 2 WIC 3 8X4 Bed 2 Bath 2 8x4 21 cfrn 8x4 21 cfm 10x10 Master Bedroom 12x8 38cfm F 187cfm 136 cfm 12x12 12x12 I T 194 cfm 194 cirn 4" T His F ' 411 Bed 3 F 7" 8" 44 10 7 4, 18x10 2x8 T' C 8x4 7" 20x1 12x12 4 z 6 cfm 208 cfrn 5 „ A 12x12 24x18 146ch 644Cm 8" 8" 4" 5, 12" / 7` 10x6 65cfm 6" : 16x 16 3rd Fir Elev Bath 3 419 cfm 3rd Fir Hall M Hall 10x10 ;-`12x8 56 c1rn T 199 cf n 8x4 Hers 3rd Fir Stairs y Loft 30cfm 10x10 Wtr Clst 98 cfrn Job#: 1301 Performed by Vicki Lynne Nisa for: MarioArbucci 4800 Watersong Way Hutchinson Island, FL 34949 Air Calcs, LLC 7550 Hidden Hammock Ln Vero Beach, FL 32966 Phone: 772.800.8413 %Ackilynne@aircaics.com Scale: 1 : 89 Page 3 RightSuite® Universal 2019 19.0.20 RSU27054 2020-Aug 1910:09:17 ...WACW800 Watersong Way CC&D.rup