Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
PROJECT INFORMATION
® DuctSystem' Summary � Job: �+ wrightsoft St y ��A1 NED Date: UNI T O BY By: QUICK CALCS, INC. St Lucia 0601Y 317 ST. LUCIE LN:, FT. PIERCE, FL 34946 Phone: 772-466-6799 Fax: 772466-6796 Email: QUICKCALCS@AOL.COM For: LANDERS RESIDNECE OCEAN DRIVE, ST. LUCIE COUNTY, FL External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effectivg length (TEL) Heating 0.50 in H2O 0 in H2O 0.50 in H2O 0.250 / 0.250 in H2O 0.234 in/100ft 1550 cfm Cooling 0.50 in H2O 0 in H2O 0.50 in H2O 0.250 / 0.250 in H2O 0.234 in/100ft 1550 cfm 214 ft Name Design (13tuh) Htg (cfm) C,Ig (cfm) Design FR Diam (in) H x W (in) Duct Mat[ Actual Ln (ft) Ftg.Egv Ln (ft) Trunk A/C CLST. h 41 2 2 0 0 Ox 0 VIFx 0 0 BATH 2 h 556 28 26 0.241 4.0 Ox 0 VIFx 52.4 155.0 st9 BEDROOM#4 , h 3839 193 32 0.234 7.0 Ox0 VIFx 59.1 155.0 st9 CABANA h 1737 87 34 0.266 5.0 Ox0 VIFx 52.9 135.0 st7 CLST.4 h 75 4 3 0.276 4.0 Ox0 VIFx 46.5 135.0 st8 DINING c 3739 93 179 0.361 8.0 Ox0 VIFx 23.4 115.0 st4 DINING -A C 3739 92 79 0.281 8.0 Ox0 VIFx 42.9 135.0 st8 ELEVATOR h 62 4 3 0 0 OXO VIFx 0 0 FAMILY ROOM • C 3737 126 �1�79 0.234 8.0 Ox0 VIFx 58.4 155.0 st9 FAMILY ROOM -A C 3737 126 179 0.280 8.0 Ox0 VIFx 43.4 135.0 st8 FOYER h 1120 56 30 0.277 5.0 Ox 0 VIFx 45.5 135.0 st8 HALL. h 240 28 12 0 0 Ox0 VIFx 0 0 KITCHEN "` c 1923 91 92 0.364 6.0 Ox0 VIFx 22.2 115.0 st4 KITCHEN -A C 1923 91 192 0.364 6.0 Ox 0 VIFx 22.5 115.0 st4 LOWER FOYER h 1866 94 80 0.264 6.0 Ox 0 VIFx 54.1 135.0 st7 LOWER FOYER -A h 1866 94 180 0.293 6.0 Ox0 VIFx 35.4 1'35.0 st7 LOWER FOYER-B h 1866 94 80 0.275 6.0 Ox0 VIFx 46.5 135.0 st7 OFFICE h 3299 165 138 0.493 7.0 OxO VIFx 6.4 95.0 POWDER h 112 6 4 0.353 4.0 Ox 0 VIFx 26.5 115.0 st4 STAIRS h 308 48 15 0 0 Ox0 VIFx 0 0 STIARWAY h 138 8 7 0 0 OX 0 VIFx 0 0 STOR h 452 23 4 0.274 4.0 Ox 0 VIFx 47.5 135.0 st7 r' h r�• - is rightSO W Right -Suite® Universal 2017I17.0.14 RSU08101 X& ... ers\Quick Calcs\Documents\LANDERS RESIDENCE. rup Calc = MJ8 Front Doorfaces: W 2018-Apr-03 11:19:52 Page 1 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st3 Peak AVF 391 279 0.264 716 10.0 0 x 0 VinlFlx st7 Peak AVF 391 279 0.264 716 10.0 0 x 0 VinlFlx st3 st9 peak AVF 346 337 0.234 783 9.0 0 x 0 VinlFlx st8 st8 Peak AVF 624 728 0.234 790 13.0 0 x 0 VinlFlx st4 st4 Peak AVF 904 1096 0.234 893 15.0 0 x 0 VinlFlx 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) Matl Trunk rb2 Ox 0 1550 1550 I 0 0 0 0 Ox 0 VIFx wri htsoft' I 2018-Apr-0311:19:52 9 Right -Suite® Universal 2017I 17.0.14 RSU08101 Page 2 /4CCp► ... ers\Quigk Calcs\Documents\LANDERS RESIDENCE.rulp Calc = MJ8 Front Door faces: W - - wrightsofts Duct System Summary UNIT #2 QUICK CALCS, INC. 1 317 ST. LUCIE LN., FT. PIERCE, FL 34946 Phone: 772-466-6799 Fax 772-466-6796 Email: QUICKCALCS@_AOL.COM e For: LANDERS 1 OCEAN DR External static pressure Pressurelosses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) IDNECE ST. LUCIE COUNTY, FL Heating 0.50 in H2O 0 in H2O 0.50 in H2O 0.250 / 0.250 in H2O 0.270 in/100ft 1173 cfm Job: Date: By: Cooling 0.50 in H2O 0 in H2O 0.50 in H2O 0.250 / 0.250 in H2O 0.270 in/100ft 1173 cfm 185 ft Name Design (Btuh) Htg (cfm) Clg (cfm) Design FR Diam (in) H x W (in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk A/C c 0 0 0 0 0 Ox0 VIFx 0 0 BATH h 1488 91 25 0.356 4.0 Ox0 VIFx 25.5 115.0 st2 BATH 3 h 773 47 20 0.308 4.0 Ox0 VIFx 27.5 135.0 st6 BEDROOM #2 C 2347 55 119 0.367 7.0 Ox0 VIFx 21.3 115.0 st2 BEDROOM #3 c 2115 100 107 0.312 7.0 Ox 0 VIFx 25.5 135.0 st6 CLST. 2 h 42 8 2 0 0 Ox 0 VIFx 0 0 ELEV. h 5 1 0 0 0 Ox0 VIFx 0 0 LAUNDRY c 569 3 29 0.303 4.0 Ox0 VIFx 29.9 135.0 st6 LOFT h 1272 77 43 0.361 6.0 Ox0 VIFx 23.5 115.0 st1 LOFT. C 3020 98 1.53 0.383 7.0 Ox 0 VIFx 15.5 115.0 st1 LOFT. -A c 3020 98 1153 0.377 7.0 Ox0 VIFx 17.5 115.0 st1 MASTER BATH h 2754 168 105 0.280 7.0 Ox0 VIFx 43.8 135.0 st5 MASTER SUITE. C 3622 145 1183 0.303 8.0 Ox0 VIFx 29.9 135.0 st5 MASTER SUITE -A c 3622 145 183 0.298 8.0 Ox 0 VIFx 32.8 135.0 st5 STAIRWAY h 567 35 1 3 0.378 4.0 Ox 0 VIFx 17.2 115.0 st2 TLT i h 577 35 9 0.270 4.0 Ox0 VIFx 49.9 135.0 st5 WIC h 442 27 6 0.296 4.0 OxO VIFx 33.8 135.0 st5 WIC 2 h 30 2 1 0.295 4.0 Ox 0 VIFx 34.3 135.0 st5 WIC 3 h 651 40 110 0.301 4.0 Ox 0 VIFx 31.4 135.0 st6 C wrl htsoftW 2018-Apr-0311:19:52 �, i 9 Right -Suite® Universal 2017117.0.14 RSU08101 page 3 �� ...ers\Quick Calcs\Documents\LANDERS RESIDENCE.rup Calc = MJ8 Front Door faces: W Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st5 Peak AVF 521 4881 0.270 789 11.0 0 x 0 VinlFlx st1 st1 Peak AVF 794 837 0.270 783 14.0 0 x 0 VinlFlx st6 Peak AVF 190 166 0.301 712 7.0 0 x 0 VinlFlx st2 st2 Peak AVF 371 334 0.301 839 9.0 0 x 0 VinlFlx 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) Matl Trunk rb4 Ox 0 1173 1173 0 0 0 0 Ox 0 VIFx wri htsoftp 2018-Apr-0311:19:52 ^. 9 Right -Suite® Universal 201711U. RSU08101 Page 4 ACC{ ...ers\Quick CalcsMocuments\IANDERS RESIDENCE.rup Calc = MJ8 Front Door faces: W 0 * wrightsoft® Project Sum ary UNIT #2 QUICK CALCS,1 INC. 317 ST. LUCIE LN., FT. PIERCE, FL 34946 Phone: 772-466-6799 Fax: 772-466-6796 Email: QUIC For: Notes: LANDERS I OCEAN DR V WaLl Winter Design Condition Outside & 42 Inside db . 70 Design TD, 28 Heating Summary Structure 14501 Ducts., 4757 Central vent (0 cfm) 0 (none) Humidification 0 Piping , 0 Equipment load 19259 Infiltration Method ; S Constrbdo' n quality Fireplaces IDNECE ST. LUCIE COUNTY, FL OF OF OF Btuh Btuh Btuh Fort Pierce, FL, US Heating Cooling Area (ft2 2105 2105 Volume (ft3) 21050 21050 Air changes/hour 0.30 0.16 Equiv. AVF. (cfm) 106 57 Heating Equipment Summary Make Trade Model AHRI ref Efficiency 100 EFF Heating input 5.4 kW Heating output 18368 Btuh Tempek�.aatore rise 14 'IF Actual•6ir flow 1173 cfm Air flow factor 0.061 cfm/Btuh Static pressure 0.50 in H2O Space thermostat Job: Date: By: Summer Design Conditions Outside db 90 OF Inside db 75 OF Design TD 15 OF Daily range L Relative humidity 50 % Moisture difference 61 gr/lb Sensible Cooling Equipment Load Sizing Structure 19860 Btuh Ducts 3302 Btuh Central vent (0 cfm) 0 Btuh ( none) Blower 0 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Equipment sensible load 22004 Btuh Latent Cooling Equipment Load Sizing Structure 3766 Btuh Ducts 2776 Btuh Central vent (0 cfm) 0 Btuh ( none) Equipment latent load 6542 Btuh Equipment total load 28546 Btuh Req. total capacity at 0.70 SHR 2.6 ton Cooling Equipment Summary Make Carrier Trade Cond 24ANB736AO030 Coil FV4CNF002 AHRI ref 4647684 Efficiency 12.6 EER, 16 SEER Sensible cooling 24640 Btuh Latent cooling 10560 Btuh Total cooling 35200 Btuh Actual air flow 1173 cfm Air flow factor 0.051 cfm/Btuh Static pressure 0.50 in H2O Load sensible heat ratio 0.78 by ACCA to meet all requirements of Manual J 8th Ed. - wrightsoft® Right -Suite® Universal 20171'17.0.14 RSU08101 ...ers\Quick Calcs\Documents\LANDERS RES] DEN CE.rup Calc = MJS Front Door faces: W Calculations 2018-Apr-03 11:19:48 Page 2 -�- wrightsoft° Right -Jo Worksheet UNIT #1 QUICK CALCSI, INC. 317 ST. LUCIE LN:, FT. PIERCE, FL 34946 Phone: 772-466-6799 Fax: 772-466-6796 Email: QUICKCALCS@,40L.COM Job: Date: By: 1 Room name UNIT #1 STIARWAY 2 Exposed wall 285.2 ft 0 ft 3 Room height 10.5 ft d 10.8 ft heat/cool 4 Room dimensions 5.0 x 16.0 ft 5 Room area 3207.5 ft2 80.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number (Btuh/ft2-°F) (13tuh/ft2) 1 or perimeter (ft) (Btuh) I or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 - --- --- - - - - 13 -12.5 cs - --- 0.059 - - ne - - 1:60 0.80 874 - - 820 - -- 1354 -- - 701 - - - 0 -- 0 - - 0 -- 0 0.00 0 0 0 0 0 0 0 0 4A5-2ov 0.470 ne 0.0 0.00 0 0 0 0 0 0 0 0 _ 4A5-2ov ___ - .-____ _ __0.470 _.ne_ 13.1 6 28.29 . - - - -- -0 - 712 - - 1531 . --- -O - - -O - -.- 0 0. 11 W 13A-12.5fcs 0.059 se 1.65 0.86 616 562 929 481 0 0 0 0 4A5-2ov 0.470 se 13.16 22.11 54 46 712 1197 0 0 0 0 4A5-2ovd 0.470 se 0.00 0.00 0 0 0 0 0 0 0 0 _ 4A5-2ovd 0.470 se 0.00 0.00 0 0 0 0 0 0 0 0 W e .13A 12.5fcs - -- 0.059 .- s - - _1.65 - _ 0.86_ -----46 . - - - _ 46. --- _ _ - 76 --- . -- -- 39 -- -- 0 - 0 _ - - - 0 - - - W 13A-12.5fcs 0.059 sw 1.65 0.86 540 477 787 408 0 0 0 0 4A5-2ov 0.470 sw 13.16 19.23 9 12 123 179 0 0 0 0 4A5-2ov 0.470 sw 0.06 0.00 0 0 0 0 0 0 0 0 4A5-2ov 0.470 sw 0.06 0.00 0 0 0 0 0 0 0 0 4A5-2ov'- 0.470 sw 13.16 22.11 27 23 356 598 0 0 0 0 -- 4A5.2ov 0.470 sw 13.16 22.11 27 23 356 598 0 0 0 0 - 13A-12.5fcs --- ' 0.059 nw - 1.65 0.86-986 _ _ _ _ 510 - -`- _.-.:0 _ .-_--- - 0 --- _ _ . _ O ._---- _ _ 0 10D-v 0.490 nw 13.72 20.49 24 0 329 492 0 0 0 0 10D-v 0,490 nw 13.72 20.49 27 0 370 553 0 0 0 0 4A32omd 0.770 nw 0.00 , 0.00 0 0 0 0 0 0 0 0 4A5-2ov 0.470 nw 13.16 28.29 9 0 123 264 0 0 0 0 4A5-2ov . 0.470 nw 0.00 0.00 0 0 0 0 0 0 0 0 4A5,121ov 0.470 nw 13.1f 28.29 27 0 356 766 0 0 0 0 4A5-2ovd 0.470 nw 13.16 28.29 108 0 1421 3055 0 0 0 0 _4A5720vd_-___-___ _..--0.470 -nw_ _.___13.16 __. _28.29 --_ - 144-- �_- _0 _.__--- 1895. ----_407.3 0 _.0 __. -0 _ ___ _0 RI ^ 12C-Osw 0.091 - 2.55 1.28 780 759 1934 974 0 0 0 0 390 10.92 11.31 21 229- 238 0 0 0 -,-` C--16X19---Omd_ _11D0----_-- -- -_ - _-0 Fn-_ 1,59 1:49 2418 •_ - -.21 2418 _ - . _ . 3833 ._.__ ____3593 �_-- -----80 _---_ . -0 _ SO . _-_ --_ 127 _ _ _ _ _ ___119 E. 19c-19csco..- 0.049 - 0.00 0.0.0 0 0. 0 0 __. _ -- - ,22A-tp1.__ ._.._-._._.. 0.989 ---._ _-_27.69i_._ - 0.00 - 1028, 85180.0 ------0.. ---0 --- _---.- 0 - -_-- --_0 - --0 0 - ---- --0 _.___ __ 0 _ 0.989 0.00 0 0 0 9 F----- �-tpl_---- ------- -- 0,989 - - _ 27:6.9 _ --0.00 ----0.00. - -------110 -- ---- 12 - --0 - --331 - - ------0 -- - -0 -- ---0 - - -.0.- - - - --0 -0 - - 0 .- - - ---0 6 c) AED excursion I 3816 -3 Envelope loss/gain I 19014 24067 127 116 12 a) Infiltration 4604 1321 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 .4 920 0 0 Appliances/other 1000 0 Subtotal (lines 6 to 13) 23618 27308 127 116 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 23618 27308 127 116 15 Duct loads, 31% 18% 7279 5051 31% 18% 39 21 Total room load 30897 32359 166 138 Air required (cfm) 1550 1550 S 7 Calculations approved by ACCA to meet all requirements of Manual anual J 8th Ed. -Fk wrightsoft- Right -Suite® Universal 2017 17.0.14 RSU08101 'CC�,' ...ers\Quick Calcs\Documents\LANDERS RESIDENCE.rup Calc = MJ8 Front Door faces: W 2018-Apr-03 11:19:48 Page 1 -�- wrightsoft° Right-J® Worksheet Job: UNIT #1 Date: By: QUICK CALCi, INC. 317 ST. LUCIE LN., FT. PIERCE, FL 34946 Phone: 772-466-6799 Fax: 772-466-6796 Email: QUICKCALCS@AOL.COM 1 Room name KITCHEN HALL. 2 Exposed Wall 38.0 ft 11.0 ft 3 Room height 10.8 ft heat/cool 10.0 ft heat/cool 4 Room dimensions 18.0 x 18.0 ft 11.0 x 4.0 ft 5 Room area 324.0 ft' 44.0 ftz Ty Construction U-value Or HTM Area (ft� Load Area (ft� Load number (Btuh/ftf-°F) (B�uh/f:2) or perimeter (ft) (Btuh) I or perimeter (ft) (Btuh) Heat I Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 13A-12.5fcs 0.059 ne 1.65 6.86 -194 167 276 143 110 110 182 94 4A5-2ov 0.470 ne 0.00 0.00 0 0 0 0 0 0 0 0 4A5-2ov 0.470 ne 0.00 0.00 0 0 0 0 0 0 0 0 4Q5 2ov . _ ._ - --- - - - - - 0.470 ._ne_ ..__..13.16 -. .28.29. _ . _ . Q .-- --_356 __... 766 .--- - -0. .--- - 0 - - - - --0 --- --- 0- 11 kN13A-12.5fcs 0.059 se 1.65 0.86 0 0 0 0 0 0 0 0 4A5-2ov 0.470 se 13.16 22.11 0 0 0 0 0 0 0 0 4A5-2ovd 0.470 se 0.00 0.00 0 0 0 0 0 0 0 0 4A5-2ovd 0.470 se 0.00 0.00 0 0 0 0 0 0 0 0 _W------ 13A 12,5fcs_ --_-- - - -..._ 0.059 _-s - _. 1.65 -_ _ ._...0 _ .- _.0 .. _ _ 0 ...__._ _0 _.,_. _. 0 .- ---.-_ 0 W 13A-12.5fcs 0.059 sw 1.65 0.86 _._ 22 _ 22 36 18 0 0 0 0 4A5-2ov 0.470 sw 13.16 19.23 0 0 0 0 0 0 0 0 4A5-2ov. 0.470 sw 0.06 0.00 0 0 0 0 0 0 0 0 4A5-2ov 0.470 sw 0.06 0.00 0 0 0 0 0 0 0 0 4A5-2ov 0.470 sw 13.16 22.11 0 0 0 0 0 0 0 0 4A5-2ov' 0.470 sw 13.16 22.11 0 0 0 0 0 0 0 0 13A-12.5fcs 0.059 nw 1.65 0.86 - 194 - 140 232 - 120 - - 0 0 - 0 - 0 10D-v 0:490 nw 13.72 20.49 0 0 0 0 0 0 0 0 10D-v • 0.490 nw 13.72 20.49 27 0 370 553 0 0 0 0 4A5-2omd 0.770 nw 0.00 0.00 0 0 0 0 0 0 0 0 4A5-2,ov 0.470 nw 13.16 28.29 0 0 0 0 0 0 0 0 4A5-2ov 0.470 nw 0.06 0.00 0 0 0 0 0 0 0 0 4A5-2ov 0.470 nw 13.16 28.29 27 0 356 766 0 0 0 0 4A.5-2ovd 0.470 nw 13.16 28.29 0 0 0 0 0 0 0 0 4A5 2ovd -- - - - -. 0 470 - rnv_ _-131.6 ---28.29. - - - 0- - -_-- - 0-- - - 0 --- - --- Q ---- - 0 - 0 - -- --- 0 - 12C-Osw 0.091 - 2.55 1.28 0 0 0 - 0 --- 0 - - - - 0 - 0 - -- - _0 0 11D0 0.390 n 10.92 11.31 0 0 0 0 0 0 0 0 __ 1.49 . 324 _ _ .324 _ 514 _ - 481 44 _ 65 F.-._ ..19C-19cscp----. - - - 0,(349 -- . _0.00 0 0 0 0 _. 0 -_ _-44 _-_ _ _ _70 _ 22A-tpl---- -._. _- _ __ _ _0.989 ._ _s._ . 27:69 -- --0-00 _ ..:0,00_ ---, _ . _ __ _0. .. - .. _ ._0 - - _ _-- _ -- 0.. -- - - _ . _ _-0 -- -- --_-- _._0 .0 .. 0 __ .. 0 _ __0 _ _ _ . 0 F 22A-tol_ - -6.989 = 0.00 0 0 0 0 0 0 0 - -0.00 27.69 - Q 00. - - 0 0 - _0 __.0 _ 0 ., _ 0 _0 - 0 =------ ---- 6 c) AED excursion 218 -5 Envelope loss/gain 2140 3065 251 155 12 a) Infiltration 627 180 168 48 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 2768 3245 420 203 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2768 3245 420 203 15 Duct loads 31% 18% 853 600 31% 18% 129 38 Total room load 3621 3846 549 240 Air required (cfm) 182 184 281 12 of Manual J 8th Ed. 4 wrightsof , Right-SuRe® Universal 2017 17.0.14 RSU08101 ..ers\Quick 'Calcs\Documents\LAN DERS RESIDENCE.ip Calc = MJ8 Front Door faces: W 2018-Apr-03 11:19:48 Page 2 - 1- wrightsoft, Right-J® Worksheet Job: UNIT #1 Date: . By: QUICK CALCSI, INC. 317 ST. LUCIE LN., FT. PIERCE, FL 34946 Phone: 772-466-6799 Fax: 772-466-6796 Email: QUICKCALCS@AOL.COM 1 Room name. POWDER A/C CLST. 2 Exposed wall 0 ft 0 ft 3 Room height 10.8 ft heat/cool 10.0 ft heat/cool 4 Room dimensions 6.0 x 9.0 ft 6.0 x 4.0 ft 5 Room area 54.0 ft2 24.0 ft2 Ty Construction U-value Or HTM Area (W) Load Area (W) Load number' (13tuh1 -*F) (Biuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat I Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 13A-12.5fcs 0.059 ne 1:65 - 0;86 _- 0 0 . 0 0 --_'- 0 _ ----- __ 0 - 0 -_-.-.-- - _ 0 4A5-20v 0.470 ne 0.00 0.00 0 0 0 0 0 0 0 0 Ta 4A5-2ov 0.470 ne 0.00 0.90 -0 0 0 0 0 0 0 0 4A572ov__.._- - -- - ---0.470 he _13:16 _ -28.29 . _ - 0 .. - - 0 ---. ---- p - --0 - - 0 - 0 .. --0 11 W 13A-12.5fcs 0.059 se 1.65 0.86 0 0 0 0 0 0 0 0 4A5-20v 0.470 se 13.16 22.11 0 0 0 0 0 0 0 0 4A5-2ovd 0.470 se 0.06 0.00 0 0 0 0 0 0 0 0 4A5-2ovd 0.470 se 0.00 0.00 0 0 0 0 0 0 0 0 0:059 _s- 1 ;85 ._ -0 $6_ ._ _ ,_.WO: 0 -_ __--0 _.__ _ q .._-_-___0 _ _ . _..0 _0 W 13A-12.5fcs 0.059 sw 1.65 0.86 0 0 0 0 0 0 0 0 4A5-20v 0.470 sw 13.16 19.23 0 0 0 0 0 0 0 0 4A�2ov 0.470 sw 0.00 0.00 0 0 0 0 0 0 0 0 4A5-20v 0.470 sw 0.00 0.00 0 0 0 0 0 0 0 0 4A5-2ov . 0.470 sw 13.16 22.11 0 0 0 0 0 0 0 0 4A5 2ov 0.470 1.3.16 22.11 0 0 0 0 0 0 0 0 13A-12.5fcs _ 0.059 _sw nw _ 1.65 . 0.86 0 - 0 - - 0 -- - 0 - - - 0 - - -- 0 0 - -- 6 1 OD-v 0.490 -nw 13.72 .20.49 0 0 0 0 D 0 0 0 10D-v 0.490 nw 13.72 ' 26.49 ° 0 0 0 0 0 0 0 0 4A5-2omd 0.770 nw 0.00 0.00 0 0 0 0 0 0 0 0 4A5-20v 0.470 nw 13.16 28.29, 0 0 0 0 0 0 0 0 4A5-20v 0.470 nw 0:00 0.00 0 0 0 0 0 0 0 0 4A5.2ov 0.470 nw 13.16 28.29 0 0 0 0 0 0 0 0 4A5.2ovd 0.470 nw 13.16 28.29 0, 0 0 0 0 0 0 0 - - 4A5 2oyd --- - -- --- .0.470 _rw ._: _13.16 ___28.29- 0 .. -- - - - - -0 -- 0 - ----0 R 12C-Osw 0.091 - 2.55 1.28 0 0 0 0 0 0 0 0 I-D 11 DO 0.390 0.408 n _ _. _. 10.92 1.59 11.31 . 0 0 0 --. _� 86 0 0 -- -- 24 0 -24 0 __38 0 - -- 36 _ 80 F E _...22A_tPl 19C-19cscp _ --- - _ __ . 0.049 ._ __ 0.989 - 0.00 27 t9i 0.00 6.66 0 0 -0 0 _ ---- - 0 0 -- - _ 0 0 _._ _-. _ _ 0 0 0 -0. --0.989 0 -_ ;989 _ -_ 0_00 000 0 0 0 0 0 0 F _ _ 22A-tpL _-_ . 27,.69I .__.._0 00 , _Q _ _ _ _.._ 0. _ T .____0 i 0 _- _ - 6 c) AED excursion -2 -1 Envelope loss/gain 86 78 38 35 12 a) Infiltration 0 0 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 01 0 Subtotal (lines 6 to 13) I 86 78 38 35 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 31% 18% 0 0 0 86 26 0 0 0 78 14 31% 18% 0 0 0 38 12 0 0 0 35 6 Total room load Air required (cfm) 112 6 93 4 1 50 2 41 2 Calculations wrightsoft- Right -Suite® Universal 2017i 17.0.14 RSU08101 �� ...ers\Quick Calcs\Documents\LANDERS RESIDENCE.rup Calc = MJ8 Front Door faces: W of Manual J 2018-Apr-03 11:19:48 Page 3 - wrightsoft° Right-M Worksheet UNIT #1 QUICK CALCS, INC. 317 ST. LUCIE LN., FT. PIERCE, FL 34946 Phone: 772-466-6799 Fax 772-466-6796 Email: QUICKCALCS@/\OL.COM Job: Date: By: 1 Room name OFFICE DINING 2 Exposed wall • 43.2 ft 18.0 ft 3 Room height 10.8 ft heat/cool 11.8 ft heat/cool 4 Room dimensions 1.0 x 260.5 ft 16.0 x 18.0 ft 5 Room area 260.5 f12 288.0 ft2 Ty Construction U-value Or HTM Area (f:2) Load Area (ft2) Load number (Btuh/ft2--F) (13tuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/PIS Heat Cool 6 --N -- - - `13A-42.5fcs - 0.059 _ne -1,65 0.86 - 161 ---124 205 � 6 - - 0 - - 0 _6 4A5-2ov. 0.470 ne 0.00 0.00 0 0 0 0 6 0 0 0 4A5-2ov 0.470 ne 0.00 0.00 0 0 0 0 0 0 0 0 . _4A5-2ov _ _ _ _- -- -_ __ -_ 0.470 = ne - 13.1'6 . -28.29 .__ _ - 2T _ __-- -0 _._ _ _ _356_ -_- -_766 -__-_ - 0 - . %N13A-12.5fcs 11 0.059 se 1.65 0.86 194 167 276 143 0 0 0 0 4A5-2ov 0.470 se 13.16 22.11 27 12 356 598 0 0 0 0 4A5-2ovd 0.470 se 0.00 0.00 0 0 0 0 0 0 0 0 4A5-2ovd 0.470 se 0.00 0.00 0 0 0 0 0 0 0 W 13A 12.5fcs _ T _ . r. _ 0.059 _ $ _ _- 1 65 . 0.86 46 .. 46 - 76-._ _ 39 --_ --- 0 --- - - W 13A-12.5fcs 0.059 sw 1.65 0.86 76 76 125 65 - 0 -0 0 - - -0 0 --A 0 0.470 sw 13.16 19.23 0 0 0 0 0 0 0 0 4A5-2ov 0.470 sw 0.00 0.00 0 0 0 0 0 0 0 0 N4A5-2ov 4A5-2ov 0.470 sw o.Ob 0.00 0 0 0 0 0 0 0 0 4A5.2ov 0.470 sw 13.16 22.11 0 0 0 0 0 0 0 0 --- 4A5_2ov 0_470 0 0 0 0 _. - --- 13A-12,5fcs - -- - 6.059 _sw nw -13.16 1.65 __22.11.. 0.86 ---- 0 - .._ 0 ------ 0 - - - -- 0 - - - - 212 68 113 59 10D-v' 0.490 nw 13.72 20.49 0 0 0 0 0 0 0 0 10D-v 0.490 nw 13.72 20.49 0 0. - 0 0 0 0 0 0 4A5-2omd. 0.770 nw 0.00 0.00 0 0 0 0 0 0 0 0 4A5-2ov 0.470 nw 13.16 28.29 0 0 0 0 0 0 0. 0 4A5-2ov 0.470 nw 0.06 0.00 0 0 0 0 0 0 0 0 4A%2ov 0.470 nw 13.16 28.29 0 0 0 0 0 0 0 0 4A5-2ovd , 0.470 nw 13.16 28,29 0 0 0 0 0 0- 0 0 __-__ _4A5-2ovd-_ ___---- -,--_.0.470 _nw ._ 13.16 ___28.29 ._.__0 -- ----_ .0 __----0 - __-- -- -0.---- .144 - __ . - 0 _ _ _ 1695 4073. R',..L��_ 12C-0sw 0.091 2.55 1.28 0 0 0 0 0 0 0 0 11DO n 10.92--- 11.31. 0.---- 0 0 0- __- 16X19-O.md _,_ _0.390 __ --0.408 --_ 1.59 _ __1,49 _ 261 261- _ _413 _ -, -387 - _-_-288 -- - 288 ---o 457 ---- - F 19C-19csco_ _ _ _0.049 _ 0.00_ 9 0 Q _-_ _ _ _428 F- - 22A=tpl-- _ - 0.W9 _ : -O.OQ _r27.6JJ 0.00 _0 . - -0 -- - 0 _ .�--6 - - -- -- - - - -0-- ,._.._ _-0 F _ 22A tpl _._ 0.989 _ 0.00 0.00, 0 0 0 0 0 0 0 _ . _ _ -. ---27.60 ----0 oQ :__.._ _._ 0 _ _. _.. 0 - __ 0 -0 - - - - 0 _ 17 - - -------- _- _ . 29 ._ _ . -0 v. 6 c) AED excursion 116 1657 Envelope loss/gain 1808 2220 2494 6217 12 a) Infiltration 714 205 325 93 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) I 2521 2425 2819 6310 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2521 2425 2819 6310 15 Duct loads. 31% 18% 777 449 31% 18% W9 1167 Total room load 3299 2874 3688 7477 Air required (cfrrl) 165 138 185 358 Calcu to meet all ACCP. ' wrightsoft` Right -Suite® Universal 2017i 17.0.14 RSU08101 ...ers\Quick Calcs\Documents\LANDERS RESIDENCE.rup Cale = MJ8 Front Door faces: W 2018-Apr-03 11:19:48 Page 4 - wrightsoft° Right-J® Worksheet Job: UNIT #1 Date: By: QUICK CALCS, INC. 317 ST. LUCIE LN., FT. PIERCE, FL 34946 Phone: 772-466-6799 Fax: 772-466-6796 Email: QUICKCALCS@,AOL.COM 1 Room name FOYER ELEVATOR 2 Exposed wall 13.0 ft 0 ft 3 Room height. 11.8 ft heat/cool 10.8 ft heat/cool 4 Room dimensions 1.0 x 232.0 ft 6.0 x 6.0 ft 5 Room area 232.0 ftz 36.0 ftz Ty Construction U-value Or IHTM Area (ft2) Load Area (ftz) Load ndtnber (Btuh/ftz-°F) (Btuh/ftz) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross NIP/S Heat Cool Gross N/P/S Heat Cool 6 13A-12.5fcs 0.059 ne 1.65 0.86 - 0 0 0 0 0 0 - 0 0 T 4A5-2ov „- 0.470 ne 0 00 0.00 0 0 0 0 0 0 0 0 4A5-2ov 0.470 ne 0.00 0.00 0 0 0 0 0 0 0 0 -2ov _- __._--- ----- 0.470 -ne- 13.16 _28.29 ---0 - 0 -- __0, ---------0 --------0_____ -0 -- - ----0 ---- - 0 11 W 13A-12.5fcs 0.059 se 1.65 0.86 153 153 253 131 0 0 0 0 4A5-2ov 0.470 se 13.16 22.11 0 0 0 0 0 0 0 0 4A5-2ovd 0.470 se 0.00 0.00 0 0 0 0 0 0 0 0 4A5-2ovd 0.470 se o.00 o.00 0 0 0 0 0 0 0 13A-12.5fcs _- ._ _. _0059 _s--_ __. 1.65 _0:86 _ .. �. ,_ 0 __ 0 __ _- 0 _ _. 0 __ ____ _0 _ _ _ 0 0 -. W 13A-12.5fcs 4A5.2ov 0.059 0.470 sw sw 1.65 13.16 0.86 19.23 0 0 0 0 0 0 0 0 0 0 _ 0 0 ....- 0 0 .__ _0. 0 0 4A5-2ov 0.470 sw 0.0b 0.00 0 0 0 0 0 0 0 0 4A5-2ov 0.470 sw 0.0, 0.00 0 0 0 0 0 0 0 0 4A5-2ov 0.470 sw 13.16 22.11 0 0 0 0 0 0 0 0 _.__.H 4A5-2oy 0.470 sw 13.16 22.11_-_--.-_00__---- 0---• 13A-12:5fcs 0.059 nw _. '1.65 0.86 0 0 0 -._00 0 0 ...-____.0 0- - 0 0 10D-v 0.490 nw 13.72 _' 20.49 0 0 0 0 0 0 0 0 10R4 0.490 nw 13.72 20.49 0 0 0 0 0 0 0 0 4A5-2omd 0.770 nw 0.00 = 0.00 • 0 0 0 0 0 0 0 0 4A5-2ov 0.470 nw 13.16 28.29 0 0 0 0 0 0 0 0 4A5-2ov 0.470 nw O.Ob 0.00., 0 0 0 0 0 0 0 0 4A5-2ov 0.470 nw, 13.16 28.29 0 0 0 0 0 0 0 0 4A6-2ovd 0.470 nw' 13.16 28.29 0 0 0 0 0 0' 0 0 4A5=20.vd__--___ ._-_0.470 ._rnv_ _ 13.16. _--28.29 _�._0 12C-Osw 0.091 - 2.55 1.28 0 0 0 0 0 0 0 0 11D0 0390 10.92- 1.1.31 0 0-_----- 0 4 .__- Q4081.59 _.n -. _ 1.49 - .,_232 _ _--- 232 -368 --- 345 _._ 36 _--- - -0 -- _ 36 _-.0 _._ F _ ._ - _ 19C-19csco_ ._- 0 049 -- 0.00 0.00 0 0 0 _ _ _ 0. F '----. -- 22A7tpl -__.._._.. ._ ...0.989 ,- _ •. ----. _,__27.69 _, 0;00 _ _._. _ _._ . _0, _ -..0 w , _ ___0 _-__ _ 0 __ ___ _0 -0 ._._.___0 - --0 - __ • __ 0 --0 _ . _ ______0' __ - ..__Q F-- -tol 0.989 - O;QO 0.00 Q. 0 0 0 Q 0 F----.0.989 _ - -- - -- -_ - - __27.69 - - _..,__O.00 . _ _ . - Q -. ... - - - _ - 0 - - -0 - - --0 -- -- -- O -- _ --- -0 _ _ - - - - - -- 0 6 c) AED excursion I -13 -1 Envelope loss/gain 621 463 57 52 12 a) Infiltration 235 67 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 856 530 57 52 Less external load 0 0 0 0 Less transfer' 0 0 0 0 Redistribution ' 0 0 0 0 14 Subtotal 856 530 57 52 15 Duct loads. 31% 18% 264 98 31% 18% 18 10 Total room load 1120 629 75 62 Air required (cfm) 56 30 4 3 Calculations approved WACCA to meet all .9C= � wrightsoft® Right -Suite® Universal 2017 17.0.14 RSU08101 ..ers\Quick Calcs\Documents\LANDERS RESIDENCE.rup Calc = MJ8 Front Door faces: W 2018-Apr-03 11:19:48 Page 5 * wrightsoft° Right-M Worksheet Job: UNIT #1 Date: By: QUICK CALCS, INC. 317 ST. LUCIE LN., FT. PIERCE, FL 34946 Phone: 772-466-6799 Fax 772-466-6796 Email: QUICKCALCS@AOL.COM 1 Room name. CLST. 4 BATH 2 2 Exposed wall 0 ft 6.0 ft 3 Room height 10.8 ft heat/cool 10.8 ft heat/cool 4 Room dimensions 6.0 x 6.0 ft 6.0 x 10.0 ft 5 Room area 36.0 ft2 60.0 ft2 Ty Construction U-value Or IHTM Area (ft2) Load Area (ft� Load number (Btuh/W2- F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat I Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 13A 12.5fcs 0.059 ne 1.65 0.86 0 0 - 0 0- 0 0 0 - 0 4A5-2ov 0.470 ne 0.00 0.00 0 0 0 0 0 0 0 0 h 4A5-2ov 0.470 ne 0.40 0.00 0 0 0 0 0 0 0 0 4A5,2ov__ - __.- _ ---..0.470 _ne. 13.16 - _28.29 -,-.---0 _ _---- -- 0 _ 0 . -- _ - 0 _. _-- _0 _ _0 . _ 0 0 11 13A-12.5fcs 0.059 se 1.65 0.88 0 0 0 0 0 0 0 0 4A5-2ov 0.470 se 13.1;6 22.11 0 0 0 0 0 0 0 0 4A5-2ovd 0.470 se 0.00 0.00 0 0 0 0 0 0 0 0 4A5-2ovd 0.470 se 0,00 0 0 --- -- .... - ---0-0,0 _-.-1.65_ -- - -0 - - - 0 0 0 W 13A-12.5fcs 0.059 sw tdfi _0.86._..._.-0..-.,__.00.__. 0.86 0 0 0 _._00 0 65 _._ 55 _ 92 47 4A5-20v 0.470 sw 13.16 19.23 0 0 0 0 9 6 123 179 4A5-2ov 0.470 sw 0.00 0.00 0 0 0 0 0 0 0 0 4A5-2ov 0.470 sw 0.00 0.00 0 0 0 0 0 0 0 0 4A5-2ov 0.470 sw 13.16 22.11 0 0 0 0 0 0 0 0 4A5-2dv 0.470 sw 13.16 22.11 0 0 0 0 0 0 0 0 13A-12.5fcs ao59 nw -1.65 0.86 ..- . , _ . _0 -- 0 -- 0 - -0 - - 0 - 0 - _0 ... _ . - 0 10D-v 0.490 nw 13.72 20.49 0 0 0 0 . 0 0 0 0 101)-v 0.490 nw 13.72 20.49 0 0 0 0 0 0 0 0 4A5-2omd 0.770 nw. 0.00 0.00 0 0 0 0 0 0 0 0 4A5-2ov 0.470 nw 13.16 28.29 0 0 0 0 0 0 0 0 4A5-2ov 0.470 nw O.Ob 0.00 0 0 0 0 0 0 0 0 4A5-2ov 0.470 nw 13.16 28.29 0 0 0 0 0 0 0 0 4A5-2ovd 0.470 nw 13.16 28:29 0 0 0 0 0 0 0 0 - _4A572ovd---- --- _ ----- -0:470 _ rw_ _-13.16 _28.29 _ - -0 _ -0 _----0 --- - 0 - - --0 - - ---0 . -- R 12C-0sw 0.091 - 2.55 1.28 0 0 0 0 0 0 0 - -0 0 _.... _. 390 n.- 10.92 0 0 0 0 0 0 C.- __ _... -. _ 16X19 Omd - _ -0 _ -_ 0 408 -_- _ - __ 1.59 _ _..-11,31 1.49 . __ -_ 36 . _ _ _ _ -36 . _ _-0 . -- - _57 _ .._ _ ._ .. _- 53 _ _ __0 -- _ _ 60 ._- - - - _ 6.0 _ - _ _. _95. _ -- _ _. _ 89 F 19C-19cscp 0.049 - 0.00 0.00 0 0 0 0 0 0 0 0 F ___ _ 22A.tpl _ .._ _ 0 989 ._ .._ .. 27.6? . _ 0.00 .._ ..0 . .... _ _0 ---_ .- 0. - __..- Q .- _ _ ___0 .. _ _ 0 - __0 - _ 0 F 22A-tql 0.989 - 0.00 0.00 0 0 0 0 0 0 0 0 F. - 22A7tpl- -- - - - ---0.989 _- .- - 27.69 --- 0.00 - 0, -- - 0 _ -- 0 - - - - - 0. _ _ . _._- 6 -- 1 - _ 17 - -- . 0 6 c) AED excursion I 1 115 Envelope loss/gain 57 52 326 431 12 a) Infiltration 0 0 99 28 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230� 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 57 52 425 459 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 57 52 425 459 15 Duct loads 31% 18% 18 10 31% 18% 131 85 Total room load 75 62 556 544 Air required (cfm) 41 31 28 26 to meet all -, � wrightsoft® Right -Suite® Universal 2017 17.0.14 RSU08101 ..ers\Quick Calcs\Documents\LANDERS RESIDENCE.rup Calc = MJ8 Front Door faces: W 2018-Apr-03 11:19:48 Page 6 -�- wrightsoft° Right-JO Worksheet Job: UNIT #1 Date: By: QUICK CALCS, INC. 317 ST. LUCIE LN., FT. PIERCE, FL 34946 Phone: 772 466 6799 Fax: 772-466-6796 Email: QUICKCALCS@,AOL.COM 1 Room nanie' FAMILY ROOM BEDROOM #4 2 Exposed wall 42.0 ft 49.0 ft 3 Room height 10.8 ft heat/cool 10.8 ft heat/cool 4 Room dimensions 1.0 x 426.0 ft 1.0 x 315.0 ft 5 Room area 426.0 ftz 315.0 ftz Ty Construction U-value Or HTM Area (ft� Load Area (ft� Load number (Btuh/Wt 'F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 --- -- V�I - 13A- -12--- --cs - - ;5f - -0.05-- -9ne --- - -- - 1.65 0.86 - - 0 - 0 - 0 0 - 108 108 -� 178 92 4A5-2ov 0.470 ne 0.00 '0.00 0 0 0 0 0 0 0 0 4A5-2ov 0.470 ne 0.00 0.00 0 0 0 0 0 0 0 0 Ij�----CGGI -- -- 4A5-2ov - - - - -- 0.470 ._ ne_. --13.-16 28.29. -- 0 - - - - ---0- -- -_- ----0 - - 0 ---- - -- 0 - - --.0 0; 11 VVV� 13A-12.5fcs 4A5-2ov 0.059 0.470 se se 1.65 13.16 0.86 22.11 11 0 11 0 18 0 9 0 248 27 221 12 366 356 189 598 4A5-2ovd 0.470 se 0.00 0.00 0 0 0 0 0 0 0 0 _ _ 4A5-2ovd _ --. _ _.. 0.470 se 0.00 0.00...- 0 _. 13A-12.5fcs_ --.- .: .._r- 0 059. _ ,._s._ _ _ __ _1.65 - . - - _-0.86 --__... _ 0 . _._ 0 _ . _ 0 ____ _.._0 -__._ ___0 .- - - -0 - - • 0 -----:0: W 13A-12.5fcs 4A5-2ov 0.059 0.470 sw sw 1.65 13.16 0.86 19.23 216 0 189 0 312 0 162 0 162 0 135 0 223 0 115 0 4A5-2ov 0.470 sw 0. do 0.00 0 0 0 0 0 0 0 0 4A5-2ov 0.470 sw 0.00 0.00 0 0 0 0 0 0 0 0 4A5:2ov 0.470 sw 13A6 22.11 27 12 356 598 0 0 0 0 __.. _ .. 4_A_52ov_ _. _0.470 sw. 13.16 22J1 _. 356 598 13A;12.5fcs 0.059 nw 1.65 -_ _ 0.86 .._- __0 227 _. _._0 119 -- _ __0 196 -_0.__.._.- 102 _27 11 _ _12 11 ----- . f 8 9 10D-v 0.490 nw 13.72 - 20.49 0 0 0 0 0 0 0 0 10D-v 0.490 nw 13 20.49 0 0 0 0 0 0 0 0 4A5-2olnd 0.770 nw 0.00 0.00 0 0 0 0 0 0 0 0 4A5-2ov 0.470 nw, 13:.16 28.29 0 0 0 0 0 0 0 0 4A5-2ov 0.470 nw 0.00 0.00 0 0 0 0 0 0 0 0 4A5;2ov 0.470 nw 13.16 - 28.29 0 0 0 0 0 0 0 0 4A5.2oVd 0.470 nw 13.16 28.29 108 0' 1421 3055 0 0 0 0 - --- 4A5-2ovd-. 0.470 . nw- -.-_,13.1 _..28.29 - - 0 - - 0 - -- 0 -- --0 - - - 0 0 0 0 A5- ov 5 1.28 0 0 0 0 0 - 0 0 - - - 6 _.. 0.390 -- n- 10_g6 - --11.31 0 0 0 0. 0 0- --- 0408-___ __1.59 __-1:49 426 _.._. -0 426 - 675 -- - 633 - _0 315 315 _ _ _._ 499- _ 46$ F 19C-19cscu 0.046 o.00 0.00 0 Q 0 0 _ 0 -_ 0 - - - 0.989 - _...c... - __ .27.69 - - ..0:00 . ... ----o - -- - - -0 - - - -- -0 - -- 22A-tpl- 0.989 = 0.00 0.00 0 0 0 0 0 0 0 0 F- - .. �`rtpl -- - - -- 0.98' _. -_-- -27.69 ' 0:00- ._ . ' 57 - --6 - ---156 --- --o - -30 - _ _ _- - - 5 _ --___ -.. 129 _ _ 6 c) AED excursion 1549 23 Envelope loss/gain 3135 6108 2126 2094 12 a) Infiltratibn 693 199 80 232 b) Room ventilation 0 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines'6 to 13) 1 3828 6307 2935 2327 Less external load 0 0 0 0 Less transfer •' 0 0 0 0 RedistribuV 0 0 0 0 14 Subtotal 3828 6307 2935 2327 15 Duct loads' 31% 18% 1180 1166 31% 18% 905 430 Total room ,load 5008 7473 3839 2757 Air required.(CH) 251 358 193 132 .4C _ � wrightsoft' Right -Suite® Universal , ..ers\Quick Calcs\Documents\LANDERS RESIDENC all 17.0.14 RSU08101 Calc = MJ8 Front Door faces: W 2018-Apr-03 11:19:48 Page 7 �+ wrightsoft` Right-i(g) Worksheet UNIT #1 QUICK CALCS, INC. 317 ST. LUCIE LN., FT. PIERCE, FL 34946 Phone: 772-466-6799 Fax: 772-466-6796 Email: QUICKCALCS@,40L.COM Job: Date: By: 1 Room name STAIRS CABANA 2 Exposed wall 6.0 ft 21.0 ft 3 Room height 9.4 ft heat/cool 9.4 ft heat/cool 4 Room dimensions 1.0 x 81.0 ft 14.0 x 7.0 ft 5 Room area 81.0 ft2 98.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number (Btuh/ft2-°F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat I Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 13A-12.5fcs 0.059 ne 1.65 0.86 47 47 78 40. 132 132 217 113 4A5-2ov 0.470 ne 0.Q0 0.00 0 0 0, 0 0 0 0 0 4A5-2ov. 0.470 ne' 0.00 0.00 0 0 0 0 0 0 0 0 - -- _4A5 2ov_ -- - ..__-.0.470 .ne- ---13:16 --28.29 -- -0 - -Q - - 0 - ----0 - - - -0 -0 -- 0 -- 0- 11 VVVN 13A-12.5fcs 0.059 se 1.65 0.86 9 9 16 8 0 0 0 0 4A5-26v 0.470 se 13.16 22.11 0 0 0 0 0 0 0 0 4A5.2ovd 0.470 se 0.00 0.00 0 0 0 0 0 0 0 0 4A5.2ovd 0.470 se 0.00 0.00 0 0 0 0 0 0 0 0 W - -13A:12.5fcs_ -__0.059 -s _ .. _ 1.65 - -- 0.86 - . -. 0 -- - 0 .. - 0 -0 0 - . 0 _. 9. - - 0 W 13A-12.5fcs 0.059 sw 1.65 0.86 0 0 0 0 0 0 0 0 4A5.2ov 0.470 sw 13.1;6 19.23 0 0 0 0 0 0 0 0 4A5-2ov 0.470 sw 0.00 0.00 0 0 0 0 0 0 0 0 4A5-2ov 0.470 sw 0.00 0.00 0 0 0 0 0 0 0 0 4A5-20V 0.470 sw 13.16 22.11 0 0 0 0 0 0 0 0 4A5.2ov sw 13.16- 22.11- 0 0 0 • _ _ - - 113A-125fcs -_-0,470 0.059 nw --._ 1:65 0.86 - 0 - -0 0 - 0 - --..-0 0 ----0 66 -- 56 - -0 93 _--0 48 10D-v 0.490 nw 13.72 20.49 0 0 0 0 0 0 0 0 10D-v 0.490 nw 13.72 20.49 0 0 0 0 0 0 0 0 4A5-2omd 0.770 nw 0.0D . 0.00 0 0 0 0 0 0 0 0 4A5'2ov 0.470 nw 13.16 28.29 0 0 0 0 9 0 123 264 4A5-2ov 0.470 nw 0.00 0.00 0 0 0 0 0 0 0 0 4A5-2ov 0.470 nw 13.16 28.29 0 0 0 0 0 0 0 0 4A5-2ovd 0.470 nw 13.16 , 28.29 0 0 0 0 0 0 0 0 -_-_ _ AA5-2ovd - -- - - --0.470. -nw 13.16 28.29 .� 0 0 R 12C-Osw 0.091 - 2.55 1.26 --_--0_ 150 - -0 150 383 - 193 --- -_0. 0 - - --- -.0 0 - - 0 0 11D0_ --------___--- 0.390 11.31.. 0 0 4._.- 0 O 0 _^ _ -- --- -- - 0:40$ - 1.59 _ _ 1.49 _ -- - -0 _--_----0 - - - 0 ._ ---- 0 _._ - -0 _ 7 _ -_--- - -- 7 ---------0 - - -11- - 10 F. _._._ 19C-19cscQ- 0.049 00 0 0 0 0 . F. ------- 22A,tpl_ -- - -- - - -. .0.989 - - ..-. -Q-00 --27.89 - -O --- 0.00. - - -0 _ -..__ 81 -- -0 .. -- --- 6 - 166. - ---0 ----- - -- - - - 98 - - 21. - -0 --- ---582 _ .. __.. _- 0 F- ?-tpl-- 9_QQ 0_ 0 0 P - - -- .22A-tpl - - -----•-0.989 - - 0.989 _ -_ _ 27.69 _ O.00 --- - ----Q 0 -- --- - -- 0 - -0 0 --- --- -0 0 - -- - - - - 0 - - -0 - 0 - -0 -- -0 - -----0 6 c) AED excursion I -6 79 Envelope loss/gain 643 235 1026 515 12 a) Infiltration 86 25 302 87 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) I 729 260 1328 601 Less exter�alload 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 729 260 1328 601 15 Duct loads 31% 18% 225 48 31% 18% 409 111 Total room load ' 953 308 1 1737 712 Air required (cfm) 48 15 871 34 r r, of Manual J 8th ACC. wrightsoft' Right -Suite® Universal 2017 17.0.14 RSU08101 ...ers\Quick Calcs\Documents\LANDERS RESIDENCE.rup Calc = MJ8 Front Door faces: W 2018-Apr-03 11:19:48 Page 8 i - wrightsoft° Right-M Worksheet UNIT #1 QUICK CALCS, INC. 317 ST. LUCIE LN'., FT. PIERCE, FL 34946 Phone: 772466-6799 Fax. 772466-6796 Email: QUICKCALCS@AOL.COM Job: Date: By: 1 Room name STOR LOWER FOYER 2 Exposed wall 6.0 ft 32.0 ft 3 Room height 9.4 ft heat/cool 9.4 ft heat/cool 4 5 Room dimensions Room area 5.0 x 8.0 ft 40.0 ftz 1.0 x 809-0 ft 809.0 ft2 Ty Construction U-value Or HTM Area (ft� Load Area (ft� Load number (Btuh/ft2-°F) (�tuhfft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat I FC001 Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 13A 12 5fcs - - - _-0.059 ne 1.¢5 Oi86 47 47 78 40 85 85 140 72 4A5-2ov- 0.470 ne 0.60 0.00 0 0 0 0 0 0 0 0 4A5-2ov 0.470 _0.470 ne _ne_ 0.00 _ 13. j 0.00 6 _ _ 28.29: 0 ._ . _ __0 0 - _ . _ _ 0. 0 _---- - --0 0 --- ----- 0 0 ---- __-0 0 ------ Q 0 ---- --- - 0- 0 -------_0- yyyJJJ 11 13A-12.5fcs 0.059 se 1.65 0.86 0 0 0 0 0 0 0 0 4A5-2ov 0.470 se 13.16 22.11 0 0 0 0 0 0 0 0 4A5-2ovd 0.470 se 0.00 0.00 0 0 0 0 0 0 0 0 4A5-2ovd 0.470 se 0.00 0.00 0 0 0 0 0 0 0 0 -. .V11_ __ - _ _ -- _ _-___ 13Qz12.5fcs_ . _ _ _ _ _ 0, 059 __ _. _ s_ - -__ _ .- - -- 1:65 ._ 0,86 ... _. _ Q _ . _ _ 0 _-- _ __._ _ _0. ---- _ ___ 0 .__ __ _ _0 _ _ -- - -.-- - _ _0 _ _ _ __-- _- - _ .- W 13A-12.5fcs 4A5-20v 0.059 0.470 sw sw 1.65 13.16 0.86 19.23 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5-2ov 0.470 sw ado 0.00 0 0 0 0 0 0 0 0 4A5-2ov 0.470 sw ado 0.00 0 0 0 0 0 0 0 0 4A5-2ov 0.470 sw 13.116 22.11 0 0 0 0 0 0 0 0 -- 4A5.2ov sw- 13-16 0 - ' 13A-12.5fcs -�- �.--0.470 0.069 r v -- 1.65 - _22.11 0.86 _- - -0 9 - -- -0 9 ---- 16 8 '- - 216 - - 192 - 318 ----_ 164 10D-v 0.490 nw 13.72 20.49 0 0 0 0 24 0 329 492 10D-v 4A5.2omd 4A5-2ov 4A5-20v 0.490 0.770 0.470 0.470 rw rw nw nw 13.72 0.00 13,16 ado 20.49 0:00 -28.29 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 9A5-2ov 0.470 nw 13.16 28.29 0 0 0 0 0 0 0 0 4A5-2ovd 0.470 nw 13.16 28.29 - 0 0 0 0 0 0 0 0 --- ,- 4A5r2ovd.--- _ _ -- _ _ - _ 0.470. -nw- 13.16 ...'28.29 .__ _ . _ 0 _ _- _ 0. _ - _ --- A __ - _. _9 - _-_.- __-0 _ - _ _ 0-__ - ___0 _ -- _ -- 0 RR 12C-0sw 0.061 - 2.55 _ 1.28 0 _ 0 _ 0 0 630 609 1551 781 11D0 _ 0,390 n 10.92 11.31_ 4 21 21 729 238 16X19 0md --- ___ _-__0.408 _�- .__ ---�1.59 _._ ._: __1.49 ._ _0. __ ---- 0 -____ __0- -----__._4. -___- 0 --_- _ �__-0 _---231' _ -.. --- 231 . _ -- - - -_366 ---_ _343 F -- 19Cr19cscp,- . 0:049 0_04 0.Q0 0 0 -0 0 0 a . _____.0.989 . _-_ . __ __ 27.6 -- - 0:00. -_ - -- - .-_166, - - _ ---- _ -- _ -.-._ 809 - -- --.-- --.- 32 - ..-_ ____- __886 - -0 __ _.: _ 0 F 22A-tpl 0.989 - 0.00 0.00 0 0 0 0 0 0 0 0 .22A . _ _._- _ _--- -_ - 0,989 .. __ _, __ 27.69 .... _ 0.00 6 c) AED excursion -2 93 Envelope loss/gain 259 47 3819 2184 12 a) Infiltration 86 25 460 132 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 4 920 Appliances/other 0 1000 Subtotal (lines 6 to 13) 346 711 4279 4236 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 346 71 4279 4236 15 Duct loads 31% ,so 107 13 31% 18% 1319 783 F1Total room 1oad 452 84 5598 5019 Air required (cfm) 23 41 281 240 ACCA to meet all requirements of - wrigflltsoftm Right -Suite® Universal 201�7 17.0.14 RSU08101 14cc` ...ers\Quick Calcs\Documents\LANDERS RESIDENCE.rup Calc = MJ8 Front Door faces: W 2018-Apr-03 11:19:48 Page 9 - wrightsoft° Right-JO Worksheet UNIT #2 QUICK CALCS, INC. 317 ST. LUCIE LN:, FT. PIERCE, FL 34946 Phone: 772-466-67i99 Fax: 772-466-6796 Email: QUICKCALCS@AOL.COM Job: Date: By: 1 Room name UNIT #2 LOFT. 2 Exposed Wall 212.8 ft 15.0 ft 3 Room height 10.0 ft d 10.0 ft heat/cool 4 Room dimensions 1.0 x 316.0 ft 5 Room area 2105.0 ft2 316.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load nWmber. (Btuh/ft2-°F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heatl Cool I Gross N/P/S I Heat Cool Gross N/P/S Heat Cool 6 - 13Ar12.5fcs 0.059 ne _ ~1.65 0.86 520 495 818 423 0 0 0 0 4A5.2ov - 0.470 ne 13.16 28.29 14 0 178 383 0 0 0 0 4A5-2ov 0.470 ne 13.16 28.29 12 0 .153 328 0 0 0 0 _4A5 2ov - -- - - 0.47.0 _ ne- - _ -0.00. _ 0.00. --0 -- _0 - --- 0 -- - - 0 - -- - -0 ___0 11 W 13A=12.5fcs 0.059 se 1.65 0.86 530 402 664 344 0 0 0 0 4A5.2ov 0.470 se 0.00 0.00 0 0 0 0 0 0 0 0 4A5-2ovd 0.470 se 13.16 23.87 80 50 1053 1909 0 0 0 0 4A5- -- - 0 470 se 1316 13.55 48 96 632. 650 0 0 _6 _ 13A 12.5fcs_ ____-._._ -- _ -- ---- - - - - - --- -0 - 0 - -0 - - W 13A-12.5fcs 0.059 sw 1.65 0.86 _28- 500 _. _..-- _28. 457 _.-----47 755 --------24 391 _ _ _0 0 ----_ 0 0 0 4A5-2ov 0.470 sw 0.00 0.00 0 0 0 0 0 0 0 0 4A5-2ov 0.470 sw 13.16 20.78 23 24 305 482 0 0 0 0 4A5-2ov 0.470 sw 13..6 21.08 20 20 263 422 0 0 0 0 4A5-2ov' 0.470 sw 0.00 0.00 0 0 0 0 0 0 0 0 ---__N 4A5.2ov -- 0.470 sw 0 0 0 - -- 13A-12.5fcs - 0.059 nw - -0.00 1.65. - .-_0.00. 0.86 - -- 550 ------0..-- 343 567 - -_-0 293 ---- -0 150 --0 54 ---0 89 _ 46 10D-v 0.490 nw 0.60 0.00 0 0 0 0 0 0 0 D 10D-v 0.490 nw 0:00 0.00 0 0 0 0 0 0 0 0 4A5-2omd 0.770 nw 21.56 36.90 192 0 4140 7064 96 0 2070 3542 4A5-2ov 0.470 nw 0.00 0.00 0 0• 0 0 0 0 0 0 4A5-2ov 0.470 nw 18.116 28.29 15 '0 197 424 0 0 0 0 4A5-2ov 0.470 nw -0.0.0 0.00 0 0 0 0 0 0 0 0 4A5-2ovd 0.470 nw 0.0.0 0.00 0 0 0 0 0 0 0 0 -- _4A5 2ov-d - - - =- --0.470 _nw • - _0.00 . :00 0 0 - 0___0____ q 12C-0sw 0.091 - 0.00 _0 0.00 - - - 0 -- 0 0 0 __0 0 - -- -0 0 - --0 0 - - -0. 0 --.._._ 11D0- ---- 0.00 0....--- 0 0 0 D q o C- - - - 18X19-0md:-----_... --,0.390_-n --0.408 -_ _-0,0o ----1.59 1.49 -.. - ---� - - - 36 -- -0.- - 5. -- 53 - - -. - 0 -- - - 0 - - 0 F_.. 19C-19cscp_--_ -- ------_0.049. -e-- _. _.0.48 -- 0.25 _.-_-1111 __---- 1111 -------528 283 - 60 - 60.__ - -_0 29 -- -- 15 22A7tpI _. ____ _ _.--- 0.989 -_. 0,00 __- 0.00. 0_ • . _. ._ _ _ 0 0: _ _._ - ---. '0 _ _.. _ _. _ --_ -- -_-_0_989 - ____ __ _27.69 _._ 0.00 204 32 Q 0 g -F-- - . 7tpl- -- .. _ _ _ 0.989 __ =-- - - O P _-,_ 0.00 _ ___ _ _693 - -_q . . - - - - -q - - - -- - 6 c) AED excursion 2422 1049 Envelope Igss/gain 11248 15917 2188 4652 12 a) Infiltration 3253 934 229 66 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 231 7 1610 2 460 Appliances/other 1400 0 Subtotal (lines 6 to 13) I 14501 19860 2417 5178 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 14501 19860 2417 5178 15 Duct loads 33% 17% 4757 3302 33% 17% 793 861 Total room load 19259 23162 1 3210 6039 Air required (cfm) 1173 1173 195 306 Cal CA to meet all re( .4CC,k wrightsoft' Right -Suite® Universal 2017 17.0.14 RSU08101 ...ers\Quick Calcs\Documents\LANDERS RESIDENCE.rup Calc =MJ8 Front Door faces: W 2018-Apr-03 11:19:48 Page 10 - wrightsoft° Right-JO UNIT #2 QUICK CAI 317 ST. LUCIE LN., FT. PIERCE, FL 34946 Phone: 772-4 , INC. 9 Fax: 772-466-6796 Email: QUICKCALCS@AOL.COM Job: Date: By: 1 Room name WIC 3 BEDROOM #3 2 Exposed wall 13.0 ft 21.8 ft 3 Room height 10.0 ft heat/cool 10.0 ft heat/cool 4 Room dimensions 7.0 x 6.0 ft 1.0 x 180.0 ft 5 Room area 42.0 ftZ 180.0 ftZ Ty Construction U-value Or HTM Area (ftZ) Load Area (ftZ) Load number• (Btuh/ftZ-°F) (Btuh/W) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) .f •' Head Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 . _... '13ih-ti2.5fcs -- --0.059 'ne - 1.65,- 0.86 70 ._ ... -70 - 116 `- -s0 --- 0 ..0 _.. 0 0 4A5=2ov 0.470 ne 13.16 28.29 0 0 0 0 0 0 0 0 4A-6 2ov 0.470 ne 13.16 28.29 0 0 0 0 0 0 0 0 4A572ov- -- _ _ .._ .___. _,0.470 -ne-,,- _.._O.QO ---•-0.00:' ___. _ __:Q __0 ..._0, _.___ _ -- 0 - -----0 --- 11 VVV���JJJ 13A-12.5fcs 4A5-2ov 0.059 0.470 se se 1.65 0.00 0.86 0.00 60 0 60 0 99 0 51 0 120 0 ---- -0 80 0 ---- -- --0- 132 0 ---- -----Q 68 0 4A5-2ovd 0.470 se 13. jl6 23.87 0 0 0 0 40 12 526 955 4A5-2ovd __ 0.470 _se- __,13.16 _-_ 13.55. _----_. _ _0 0 W ._ 3A-12:5fcs_...--_- _ -_.._. 0.059 -_s _.. _1.65 0.85: -. __-0 ....-. __. Q _. __._._0 ... _- ._. 0 _ 28 -.._ _ 28 _ 47 _-- -24 W 13A-12.5fcs 4A5.2ov 0.059 0.470 sw sw 1.65 0.00 0.86 0.00 0 0 0 0 0 0 0 0 70 0 70 0 116 0 60 0 4A5-2ov 0.470 sw 13.16 20.78 0 0 0 0 0 0 0 0 4A5-2ov 0.470 sw 13.16 21.08 0 0 0 0 0 0 0 0 4A5-2ov 0.470 sw 0.00 0.00 0 0 0 0 0 0 0 0 - - _4AA. 2ov - - - --- 0.470 __sw 0.00 ,00 0 0 0 0 0 0 , 13 -...12.5fcs 0.059 nw - 1.65 -0 0.86 -- -0 0 - 0 -- ---0 0 - -- 0 - -- 0 0 0 0 1OD-v 0.490 nw 0.00 0.00 r 0 0 0 0 0 0 0 0 10D v .0.490 nw 0.00 0.00 0 0 0 0 0 0 0 0 4A5-2omd 0.770 nw 21.56 36.90 0 0 0 0 0 0 0 0 4A5-2ov 0.470 nw 0.00 0.00 0 0 0 0 0 0 0 0 4A5-2ov 0.470 nw 13.16 28.29 0 0 0 0 0 0 0 0 4A5-2ov ,' 0.470 nw 0.00 0.00 0 0 0 0 0 0 0 0 4A5.2ovO 0.470 nw 0.00 0.00 0 0 0 0 0 0 0 0 -. - _ 0.470 -rm _0:00 ---0.00- - - - - -- -. 0. _- -_0 -_ -- 0 - - - . _. 0 - - 0 - - - -_Q. �I 12C-Osw 0.091 - 0.00 0.00 0 0 0 0 0 0 0 0 �--D 1100 n_._ 0.00 0 0•-- 4------__ 0 Q- 0 ...__.-_.0.390 --0.408 _..._.: _.�0.00. _- .. -1.59 .. - _1,49. _ _ . - --- _0._..___._ -0 _0 --- -0 __._.__ -- --0 -- - - F- 19C 19cscq_- - 0.48 0.25 35 9 180 180 -0 86 - -or 46 F - --- -�"tpI -- =- --- -- - - ..0.049 - -- 0;989. __.. = ' - - - 0.00 -- - 0.00 _ -35 -- - 0 - - - -- ---17 - - --0 -- - --- 0 - - 0 -- - - - 0-"-- --0 - - - - -0 F _..-_ - 22A tql - v.0.989 . 27,69---0 0 0 9 0:00 --o-00 .= -- 0 - - ---0 -- - - = 0 - -0 - -0 - - 6 c) AED excursion 11 335 Envelope foss/gain 291 109 907 1488 12 a) Infiltration 199 57 334 96 b) Roommentilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances/other 0 0 Subtotal (lines 6 to 13) 490 166 1240 1813 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 490 166 1240 1813 15 Duct loads 33% 17% 161 28 33% 17% 407 301 Total room load I 651 193 1647 2115 Air required'(cfm) 40 10 100 107 of Manual J - Wrightsoft Right -Suite® Universal 2017 17.0.14 RSU08101 '��` ...ers\Quick Calcs\Documents\LANDERS RESIDENCE)rup Calc = MJ8 Front Door faces: W 2018-Apr-03 11:19:48 Page 11 -�+ wrightsoft° Right-M Worksheet UNIT #2 QUICK CALCS, INC. 317 ST. LUCIE LN„ FT. PIERCE, FL 34946 Phone: 772-466-6799 Fax: 772-466-6796 Email: QUICKCALCS@,AOL.COM Job: Date: By: 1 Room name BATH 3 STAIRWAY 2 Exposed wall 13.0 ft 8.0 ft 3 Room height 10.0 ft heat/cool 10.0 ft heat/cool 4 Room dimensions 13.0 x 6.0 ft 8.0 x 20.0 ft 5 Room area 78.0 ft2 160.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number (Btuh/ft2-°F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat) Cool I Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 13A-12.5fcs 0.059 ne 1.65 0.86 - 130 123 204 10-9 80 68 113 - 59 I--G 4A52ov 0.470 ne 13.h6 _ 28.29 7 0 89 191 0 0 0 0 4A5-20v 0.470 ne 13.06 28.29 0 0 0 0 12 0 153 328 ---- _ 4A572ov-_____ __. _ ._ 0.470. _ ne-. ---0.00. _ --0.00 _.. 0. --- - _0. - -- _- 0 _-- _ - 0 -- _.. 0 -.0 - 0 .. -- -- 0 11 13A4A5-2o.5fcs 0.470 se 1.00 0.00 0 0 0 0 0 0 0 0 4A5-2ov 0.470 se O.bO 0.00 0 0 0 0 0 0 0 0 4A5-2ovd 0.470 se 13.16 23.87 0 0 0 0 0 0 0 0 4A5-2ovd 13-16 Q 0. 0 W _.._. ----- 13A-12.5fcs •-- ---- _ -_--0.470 ._. .. 0.059. __se_ __s_ ._- :_ _ 1.65 --- -13.55 _ - 0..86.. _ - _ .. -- _ 0 - - . -_. --..0:.. _._.._.Q _.._ _ ._.0 . _. - .. _ --0 .._ _ _ 0 --- .0 _ . _0 0 W 13A-12.5fcs 0.059 sw 1.65 0.86 0 0 0 .. 0 0 _ _ 0 _ 0 _ 0 4A5-2cv 0.470 sw 0.00 0.00 0 0 0 0 0 0 0 0 4A5-2ov 0.470 sw 13.16 20.78 0 0 0 0 0 0 0 0 4A5-2ov 0.470 sw 13.16 21.08 0 0 0 0 0 0 0 0 4A6-20v 0.470 sw 0.00 0.00 0 0 0 0 0 0 0 0 _ 4A5_ toy - - --- 0.470 sw 00 0.00 O 0 0 0 0 0 13A 12.5fcs - 0.059 _ nw ..-_-0 1.65 - 0.86 - - 0 -0 - -- 0 ----. _0 6 - _0 _. -- ..0 . _ . . 0 - - ---0 - 0 1OD-v 0.490 nw 0.00 0.00 0 0 0 0 0 0 0 0 1OD-v 0.490 nw 0.00. 0.00 0 0 0 0 0 0 0 0 4A5-2otnd 0.770 nw 21.66 36.90 0 0 0 0 0 0 0 0 4A5-2ov 0.470 nw 0.00 0.00 0 0, 0 0 0 0 0 0 4A5-2ov 0.470 nw 13.16 28.29 0 0 0 0 0 0 0 0 4A5-20v _ 0.470 nw 0.00 0.00 0 0 0 0 0 0 0 0 4A5-2ovd 0.470 nw 0.60 0.00 0 0 0 0 0 0 0 0 --- 4A5 2ovd - - -- --0.470 r w - --0. I .---0.00 -- ----0 -- - - 0 - ---- 0 --- 0 --- - 0- ---- - - Fj 12C-Osw 0.091 - 0.00 0.00 0 0 0 0 0 0 0 0 -.-__ _ 11D0 -_0.390 n._ _._ 0:00 00 0 0 C - 16919.0md_- - - -. -_ _ 0.408 .- = - ._ ---. 1.59 _.. -0 - 1.49 _.....�._..-0 . __-- 0. - .__0. - ----0 _. .. --0 - -0 _.-. --0 - - -0 -- -- ----0 - - 0 - - --0 O - - -0 0 F--...19C-19cscp. --0.049 - - 0.48 0-25 65 65 31 17 0 0 -- --- 0 -- - 0 .0.989 - _. - ----.- 0.00 _ -._ -0.00 - . _.___. _.0. _ .. -- 0 - - - 0 ._. - . -0 - ._. - --0 --- ------ 0 - --- .._ 0 ----- -.- -.. 0. F_ _ 22A_tpl _-_ _ 0.989 - - 27.89 0.00 13. 2 6O 0 28 39 F - - 22A-tpl- - - - - ._0.989. - -- _ _-._ 0.00 . -- -- - 0..00 __ - _ -- ---- - 0 -- -- - 0 _ -.. 0 .._. _ _ 0 .._ . _ .. . - - 0 _. - --- 0 - - - - -0- - - -0 - 6 c) AED excursion j -24 -27 Envelope lass/gain 384 290 304 360 12 a) Infiltration 199 57 122 35 b) Room ventilation 0 01 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 582 347 427 395 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 582 347 427 395 15 Duct loads 33% 17% 191 58 33% 17% 140 66 Total room; load 773 404 567 460 Air required (cfm) 47 20 35 23 C all reauirements of wrightsoft® Right -Suite® Universal 2017 17.0.14 RSU08101 ..ers\Quick Calcs\Documents\LANDERS RESIDENCE.,rup Calc = MJ8 Front Door faces: W 2018-Apr-03 11:19:48 Page 12 -�- wrightsoft° Right-J® Worksheet UNIT #2 QUICK CALCS, INC. 317 ST. LUCIE LN.; FT. PIERCE, FL 34946 Phone: 772466-6799 Fax 772-466-6796 Email: QUICKCALCS@AOL.COM Job: Date: By: 1 Room name BATH A/C 2 Exposed wall 21.0 ft 0 ft 3 Room height 10.0 ft heat/cool 10.0 ft heat/cool 4 5 Room dimensions Room area 15.0 x 6.0 ft 90.0 ftz 5.0 x 4.0 ft 20.0 ftz Ty Construction U-value Or HTM Area (ftz) Load Area (ftz) Load number. (Btuh/ftMF) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat! Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 ---- VVV���JJJ - - - ----- 13A-12, 5fcs 4A5 2ov . - -- 0.059 0.470 _ ne ne 1.65 13.116 0.86 28.29 - 150 7 143 0 237 89 - 123 191 0 0 0 0 _ 0 0 0 0 4A5.20v 0.470 ne 13. 6 28.29 0 0 0 0 0 0 0 0 11 ---- - W 4A5.2ov-- -- _- ____,._:_.0.470 13A-12.5fcs 4A5-2ov 4A5-2ovd 4A572ovd - - 13A-12.5fcs_-- 13A-12.5fcs 0.059 0.470 0.470 - 0.470 _ --__.0.059. 0.059 ne se se se _se... _ s ..-._ sw 0.00 1.65 o.b0 13.16 _ 13.16 1.6.5 1.65 __ ._0.00 0.86 0.00 23.87 _ _ 13.55 _ _ ,0.88- 0.86 0 0 0 _ .._. _ . 0 _ _ ._ 0 0 0 0 0 _.. 0- _ _ .-- . 0 0 0 0 0 0 -- _ __-_9. 0 0 0 0 - - 0 _ __- _-0 0 6 0 0 - 0 _-._. _ ._._0 0 _0 0 0 0 - - - 0 ___ ___ ..0 0 - 0 0 0 0 - - 0 -. -- _ 0 0 - - Q 0 0 0 - - 0. _ _ _ _-0 0 4A5-20v 4A5-20v 4A5.2ov 0.470 0.470 0.470 sw sw sw 0.60 13.16 13.16 0.00 20.78 21.08 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5-26v 0.470 sw 0.00 0.00 0 0 0 0 0 0 0 0 _-__-.4A5-toy - 13A-12.5fcs - 0.470 0.059 ^sw nw .. 0.00 1.65 ___0.00..- 0.86 0 60 - -..._0 60 _. 0 -_"99 -_.__ _ 51 b . _ O._._ _0 __. _ _o --- - q -- _. C 10D-v 10D-v 4A5-2omd 4A5.2ov 4A5-2ov 4A5-2ov 4A5-26vd 4A5 2ovd- - --- - 12C-0sw 1100. 16X18_Om�. d__ --- 0.490 0.490 0.770 0.470 0.470 0.470 0.470 - -0.470 0.091 0.390 _--0.408._-_ nw nw .nw nw nw nw nw ._nw_ - _ n . 0.00 0.00 21.66 0.00 13.16 0.00 0.00 .. • ._. 0.00 0.00 0.00 _ -1.59 0.00 0.00 36.90 0.00 28.29 0.00, 0.00 . -_ _0:00 0.00 0;00 _ 1.49 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 A 0 0 - -0 - 0 0 0 0 0 0 0 0 -0 0 _.. 0 _ 0 0 0 0 0 0 0 0 - - 0 6 _ 0 _--- 0 0 0 0 0 0 0 0 --- Q 0 _ 0 0 0 0 0 0 0 0 0 -0 0 0 0 0 0 0 0 0 0 0 F F_ __.._ .19C 19csco - 22A tpl._._. ..__ __- - 0.049 . �._0.989 -_ -- -0.� __. 0.d0 0.25 ____0.00. 0 __ _._.__ 0 0 _ 0 0 __-- -_ _0' - 0 -_-_-___0.__ _ - - -0 . __._0 _ .--0 - - 0 ..-•--_-. -0, _-- - - -0 _. __.. _. _ 0 _. -0 -- - 0 _ - 0 F -. 22A--tql .-- -- ...-- ---0.986 -_ - 27.69 - 58 14 375 0 ___ F - -- 22Artpl:- -- -- --- 0.989 •_- _ _ _ 0.00 -0.00 - 0.00 ---- ---- -- -0 - - - - - _b - --- --- . -0 - ---- -- 6 c) AED excursion I -29 0 Envelope loss/gain 800 336 0 0 12 a) Infiltration b) Room ventilation 321 0 92 0 0 0 0 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) I 1121 428 0 0 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 33% 17% 0 0 0 1121 368 0 0 0 428 71 33% 17% 0 0 0 0 0 0 0 0 0 0 7 Total room load Air required (cfm) 1488 91 499 25 0 0 0 0 to meet all .4C - -o - wrightsoft Right -Suite® Universal 2017 17.0.14 RSU08101 ..ers\Quick Calcs\Documents\LANDERS RESIDENCE.,rup Calc = MJ8 Front Door faces: W Ed. 2018-Apr-03 11:19:48 Page 13 - wrightsoft Right-J® Worksheet UNIT #2 QUICK CALCS, INC. 317 ST. LUCIE LN., FT. PIERCE, FL 34946 Phone: 772-466-6799 Fax: 772-466-6796 Email: QUICKCALCS(,\OL.COM Job: Date: By: 1 Room name, CLST 2 LOFT 2 Exposed wall 3.0 ft 12.0 ft 3 Room height 10.0 ft heat/cool 10.0 ft heat/cool 4 Room dimensions 7.0 x 4.0 ft 11.0 x 12.0 ft 5 Room area ., 28.0 ft2 132.0 ft2 Ty Construction U-value Or HTM Area (W) Load Area (ft2) Load number (Btuh/ft2-°F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) HealI Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 13A.12.5fcs- - -- - - 0.059 - ne 1.65 0.86 - -- 0 -- -- 0 -- 0 - _ 0 - 0 0 -0 - 4A6-2ov 0.470 ne 13.1'16 28.29 0 0 0 0 0 0 0 0 4A5-20v; 0.470 ne 13.06. 28.29 0 0 0 0 0 0 0 0 -0:470 _ ne. -- 0.00 _--0.00 --- - 0 - - -0 - -- 0 --- 0 - - - - 0 - -- 0 - - 0 -- - 0 11 13A-12.5fcs 0.059 se 1.65 0.86 0 0 0 0 120 72 119 62 4A5-20v 0.470 se 0.b0 0.00 0 0 0 0 0 0 0 0 4A5-2ovd 0.470 se 13.16 23.87 0 0 0 0 0 0 0 0 _ _4A5-2ovd- 0470 -se_ _ _ 13.16 13.55 0 _ 0 - ______0 _ _ 0 --_ 48 48 632 88 ____0 _._ _ _0_0_____ __ _0 W 13A-12.5fcs 4A5-2ov 0.059 0.470 sw sw 1.65 0.00 0.86 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5-2ov 0.470 sw 13.16 20.78 0 0 0 0 0 0 0 0 4A5-2ov 0.470 sw 13.16 21.08 0 0 0 0 0 0 0 0 4A5-2ov 0.470 sw 0.00 0.00 0 0 0 0 0 0 0 0 ----- - 4A5 2ov_ - 0.470 0.60 0:00 0 0 _N -- - 13A-12.5fcs - ' 0.059 _sw. nw __-.- 1.65 - - 0.86 .. - 30 30 50 26 0' 6 - 0 0 10p-4 0.490 nw 0.00 0.00 0 0 0 0 0 0 0 0 10D-v 0.490 nw 0.00 0.00 0 0 0 0 0 0 0 0 4A5-2omd 0.770 nw 21.56 36.90 0 0 0 0 0 0 0 0 4A5-2ov 0.470 nw 0.00,. acio 0 0 0 0 0 0 0 0 4A5-2ov 0.470 nw 13.16 28.29 0 0 0 0 0 0 0 0 4A, -20v 0.470 nw 0.00 0.00 0 0 0 0 0 0 0 0 4A5-2ovd 0.470 nw 0.00 - 0.00 0 0 0 0 0 0 0 0 _ 4A5 2ovd-------- -- 0.470 -nvv- ---0.00 -- 0.00 - _______0 - -- - -0 - - - - 0 - 0 0 --- --_ 0 R 12C=0sw 0.091 - 0.60 0.00 6 0 0 0 0 6 6 0 _- 11Q0_ 0.390 n 0.60 0.-00 0 0 0 0 0 0 0 C 0.408 _ _ _- 1.59 1.49 _0 _-0 _ .__ ---- 0 - _- _ _-- 0 _ _ 0 -- - 12 _. _ - 12 18 17 0.25 0 0 _ 12 --- 12 _ _ -- 6 _ _ 3 F _-- 22A tpl ..:_ _ _ _ _ _. _- _- 0.989 -_0.48 __ . 0.00 O.OQ _. _ _.__0 - ...._. 0„ _ _ _0- _ _- _ 0 _- .. _ ._ _ 0 - _ -- , . _ . 0 _ _ _- _._. _ .. _ --- _ _ _ _ F --- 2?A-tol .- - - --- ----_0.989 _--- 0'00 0 o q 0 _F 22A-tpl - - -- -27.69 ___ -- --A - - - - -- -- - - - - 6 c) AED excursion -2 -50 Envelope lass/gain 50 23 775 682 12 a) Infiltration 46 13 183 53 b) Room ventilation 0 0 0 0 13 1ntemal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 95 36 958 734 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 95 36 958 734 15 Duct loads 33% 17% 31 6 330/6 17% 314 122 Total room load 127 42 1272 857 Air required (cfm) 8 2 77 43 ACCA of Manual J 8th uk- wrightSofC Right -Suite® Universal 2017 17.0.14 RSU08101 ...ers\Quick Calcs\Documents\LANDERS RESIDENCE ;rup Calc = MJ8 Front Door faces: W 2018-Apr-03 11:19:48 Page 14 - wrightsoft° Right--- Worksheet UNIT #2 QUICK CALCS, INC. 317 ST. LUCIE LN., FT. PIERCE, FL 34946 Phone: 772-466-6799 Fax: 772-466-6796 Email: QUICKCALCS@AOL.COM Job: Date: By: 1 Room name MASTER SUITE ELEV. 2 Exposed wall 36.0 ft 0 ft 3 Room height 10.0 ft heat/cool 10.0 ft heat/cool 4 Room dimensions 1.0 x 356.0 ft 6.0 x 5.0 ft 5 Room area . 356.0 ft2 30.0 ft2 Ty Unstruction U-value Or �HTM Area (ft2) Load Area (ft2) Load number (Btuh/ft2-°F) (tuhlft2) or perimeter (ft) (Btuh) I or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 - - 13A 12.5fcs-- - 4A5-2ov -_ 0.059 0,470 ne ne 1I{65 13116 0.86 28:29 - --- 0 - -- 0 - -- 0 - -0 0 - - ---0 0 --- --0 0 -- - 0 -. - - 0 0 11 G 4A5-2ov.. 4A572ov. __-_ '-.__,.. 13A-12.5fcs 4A5-2ov 0.470 _._,,_-_O._470 0.059 0.470 ne _ ne_. se se 13..16 0100. 1.165 0.100 28.29 __.._0.00 0.86 0.00 0 0. 0 0 0 _,.., _.. 0 0 0 0 ____-__. _0 0 0 0 .._.._._.,,- -o 0 0 0 _____.__ D 0 0 0 __..-- -0 0 0 0 _----- _0. 0 0 0 _.._ _---_0 0 0 4A5-2ovd 0.470 se 13.16 23.87 0 0 0 0 0 0 0 0 4A5-2ovd 0.470 se 13.16 13.55 0 0 0 0 0 0 0 0 _ W'i2.,5fcs- ___ __ 0.oi6 s.-_ ._---1.i65 - -- O t38 -:- _- _-0 0 _..--____.0 134 0 W_ 13A-12.5fcs 4A5-2ov 0.059 0.470 sw sw 1.65 0.00 0.86 0.00 180 0 157 0 259 0 0 0 0 0 0 0 0 0 4A5-20v 0.470 sw 13.16 20.78 23 12 305 482 0 0 0 0 4A5.2ov 0.470 sw 13.(16 21.08 0 0 0 0 0 0 0 0 4A5-20v 0.470 sw 0.00 0.00 0 0 0 0 0 0 0 0 4AS2ov 0.470 0.00 0 0 0 0 0 0 0 0 _ _ 13A-12:5fcs � ' _ ____ 0.059 _sw nw- � 1.65 __ _0.00 ' 0:86 180 _ _ 84 139 72 0 0 0 0 10D-v 1OD-v -0.490 0.490 nw 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 4A5.2omd 0.770 nw' 21.56 36.90 - 96 0 2070 3542 0 0 ' 0 0 4A5-2ov . 0.470 nw 0.00 . 6.00 0 0 0 0 0 0 0 0 4A5-2ov 0.470 nw 13;16 28-29 0 0 0 0 0 0 0 0 4A5-2ov 0.470 nw 0.00 0.00 .0 0 0 0 0 0 0 0 4A5-2ovd 0.470 nw 0.00 0.00 `- 0 0 0 0 0 0 0 0 _-.. 4A5-2ovd-`- _ _-___0.47.0 -nw_ -__0.co - -0; 00. ---.._. 0, R 12C-Osw 0.091 - 0.00 0.00 0 0 0 0 0 0 0 0 _D 11 DO 0.390 n 0.00 0.00 0 0 0 0 0 0 0 0 C :16X19-0md_ -_ -0.408 F . _ _ 19C..19csc1D_-___. __ _.-.__0:049 -. _ 048 0.25. 320 82 18 18 F - 22A40t, �_ _ _ -0,989 - -._ .�- - -� _00 _ _ 0.00. _._._ - - -- 0 _320. - - - -0 - --152 - - 0 _-_ _ - --0 .. -- - -- - ---8 - - - -9 '- - - --0 -----5 - - - -0 F F 22A-tpl 22A-tpl -- 0.989 - 27.69 0.00 36 4 101 0 0 --- 0 0 -- 0- 0 0 6 c) AED excursion 1282 0 Envelope loss/gain I 3026 5593 91 4 12 a) Infiltration 550 158 0 0 b) Room ventilation 0 0 0 0 13 1ntemal gains: Occupants @ 230 2 460 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 3576 6211 9 4 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3576 6211 9 4 15 Duct loads 33% 17% 1173 1033 33% 17% 3 1 Total room load 4749 72" 1 1 11 5 Air required (cfm) 289 367 1 0 Calculations approved wrigFrtsoft' Right -Suite® Universal ...ers\Quick Calcs\Documents\LANDERS RESIDEN ACCA to meet all 17.0.14 RSU08101 3 Calc = MJ8 Front Door faces: W 2018-Apr-03 11:19:48 Page 15 +- wrightsoft° Right-M Worksheet UNIT #2 QUICK CALCI , INC. 317 ST. LUCIE LNJ , FT. PIERCE, FL 34946 Phone: 772-466-6799 Fax 772-466-6796 Email: QUICKCALCS@j40L.COM Job: Date: By: 1 Room name WIC 2 WIC 2 Exposed wall 0 ft 8.0 ft 3 Room height 10.0 ft heat/cool 10.0 ft heat/cool 4 Room dimensions 8.0 x 6.0 ft 8.0 x 8.0 ft 5 Room area 48.0 ft2 64.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number (Btuh/ft2-°F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 13A-12.5fcs 0.059 ne 1�65 0.86 _.._._ O_.0:-_- _ . 0a _ 0_.0._ 0 0 11 - - - 4A5,20v 4A52ou. '- 4A5-2ov _ . -- - 13A-12.5fcs 4A5-20v 0.470 0.470 ----0.470 0.059 0.470 ne ne .ne. se se 1316, 13116 ___E00 1165 0100 28.29 28.29 _--0.00.. 0.86 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 4A5-2ovd 0.470 se 13116 23.87 0 0 0 0 0 0 0 0 4A5-2ovd_ 0.470 se 16 13 55 0 0 0 0 0 0 0 ---- _ _13 -_. 1 65 0.86. - -0 _.______,0 - __ _0. -- - - _ 0 - - _ __ 0 - 0 _ 0 - - _0. W 13A-12.5fcs 4A5-2ov 4A5-2ov 4A5 2ov 4A5-2ov 0.059 0.470 0.470 0.470 0.470 sw sw sw sw sw 1.65 0�00 13�16 13.16 0.100 0.86 0.00 20.78 21.08 0.00 0 0 0 0 0 _ _ 0 0 0 0 0 -_--- 0 0 0 0 0 ._. 0 0 0 0 0 _-__._ SO 0 0 0 0 80 0 0 0 0 132� 0 0 0 0 _- - 68 0 0 0 0 ._..----- - 4A6.2ov- -i A-12.5fcs 10D-v 0.470 0.059 0.490 _sw nw nw ,. -- 0100 1 65. 0.00 - - 0.00. 0.86 0.00 - - 0 0 0 - 0 0 0 - 0 6 0 - - -0 0 0 . _ . - 0 0 0 .0 0 0 - 0 0 .. 0 0 0 0 10D-v 4A5-2omd 0.490 0.770 nw nw 0.00 21 ;56 0.00 36.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5-2ov 0.470 nw 0.00 0:00 0 0 0 0 0 0. 0 0 4A5-2ov 0.470 nw 11'16 28.29 0 0 0 0 0 0 0 0 - - - q 4A5 2ov 4A5-2ovd 4A5 2ovd- - -- 12COsw 0.470 0.470 ---0.-470 0.091 nw nw -nw - 0.00 0. b0 _^ 0 bo 0.00 0.00 0.00 -- _0.00.. 0.00 D 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 �-- 11D0- - 0 0.00 0 0 0 0 0 0 _ F - 19C-19cscp_ - -0.390 _._0.049 , - -0.00 59 0.48 - - 1'.49 - - ---.0 - .. 0- - -0 23 -_0 -- - - 0 12. -- - - - 0 48 .. - - 0 48 - - -_._- .-0 23 . . - -0 -- 0 12 - ----0.989-._-.___0.00--0.00.., _ -..0' •_48 - - - 0- - --- 0 - --0 - _0 _--0-------0 -- -- ... - --0 F - 22A-tpl - _0,989 27.69 0.00 0 0 0 0 909 -- -. _- _. __.._ 0.00. _---_0.00. '_ ._ _0• _ _ .-- -0 - -- . __ _ _ __4 -- _ _.._ _. 0 .-- - _ - 0 --__ --_ _ 0 -. _ _0 _ . ._ 0 6 c) AED excursion 1 _7 Envelope loss/gain 23 11 210 73 12 a) Infiltration b) Room ventilation 0 0 0 0 122 0 35 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 23 11 333 108 14 15 Less external load Less transfer Redistribution Subtotal . Duct loads•. 33% 17% 0 0 0 2 7 0 0 0 11 2 33% 17% 0 0 0 333 109 0 0 0 108 Total room load Air required (cfm) 30 2 13 1 442 27 126 6 Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed. WrightsOft- Right -Suite® Universal 2017 17.0.14 RSU08101 ...ers\Quick Calcs\Documents\LANDERS RESIDENCEIrup Calc = MJ8 Front Door faces: W 2018-Apr-03 11:19:48 Page 16 - wrightsoft° Rig ht-JO Worksheet UNIT #2 QUICK CALCS, INC. 317 ST. LUCIE LN., FT. PIERCE, FL 34946 Phone: 772-466-6799 Fax: 772-466-6796 Email: QUICKCALCSrAOL.COM Job: Date: By: 1 Room name - TLT MASTER BATH 2 Exposed wall 11.0 ft 35.0 ft 3 Room height, 10.0 ft heat/cool 10.0 ft heat/cool 4 Room dimensions 1.0 x 28.0 ft 1.0 x 267.0 ft 5 Room area - . 28.0 ftz 267.0 ftz Ty Construction U-value Or HTM Area (ft� Load Area (ft� Load number (Btuh/ft' °F) (Btuh/ftz) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) �. Head' Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 yIJ-� 13A'12.5fcs _ v 0.059 ne ' 1.65 ---- 0.86 - - - 60 60 99 4A5-2ov 0.470 ne 13.j16 28.29 0 0 0 0 0 0 0 0 G 4A5-2ov 0.470 ne 13.116 28.29 0 0 0 0 0 0 0 0 0:00 0. 0 0 11 13A-12.5fcs 0.059 ,ne se 1.65 -_-_.0.00. 0.86 _ _.._ 50 -- 50 - -- 83 ---_-_0 43 __..__0 180 - ___ _0 140 231 120 4A5-20v . 0.470 se 0.00 0.00 0 0 0 0 0 0 0 0 4A5-2ovd 0.470 se 13.16 23.87 0 0 0 0 40 12 526 955 - - 4A5-2ovd 0.470 13.16 13.55, 0 0 0 0 0 0. W_0.059 _._ _ _se s... _.._ _1.65 _ - .'__- 0:86 _ -- - _-_ 0 _ _ _.--.0 ._ _'__0 ' - _.-__--- Q -- _ __.___ 0 .-_-- - -0 .__ ____0 _ .-- • . ..__..-- -D -- -- '- . _-- .. 0. W 13A-12.5fcs 0.059 sw 1.65 0.86 0 0 0 0 140 120 198 103 4A5-2ov 0.470 sw 0.00 0.00 0 0 0 0 0 0 0 0 4A5-2ov 0.470 sw 13.16 20.78 0 0 0 0 0 0 0 0 4A5-2ov 0.470 sw 13.16 21.08 0 0 0 0 20 10 263 422 4A5-2ov 0.470 sw 0.00 0.00 0 0 0 0 0 0 0 0 4A6_2ov 0.470 sw..._. Q_0Q 0 0 0 0 . _-. -------_._ 13A--12.5fcs __--- 0.059 nw _0.00 1.65 0.86 . __Q 0 ._ -.._ _ ._0 0 ---_... _ . 0' -- _ _--- 0 . - --_ 0 -- -. ..__0 0 . -- . _-.-0 6 - _ 6 10D-v 0.490 nw 0.00 0.00 0 0 0 0 0 -0 0 0 100-v 0.490 nw 0.00 0.00 0 0 0 0 0 0 0 0 4A5-2omd 0.770 nw 21.56 36.90 0 0 0 0 0 0 0 0 4A5-2ov 0.470 nw 0.00 ' 0.00 0 0 0 0 0 0 0 0 4A5-2ov 0.470 nva 13.16 28.29 0 0 0 0 0 0 0 0 4A.5-2ov 0.470 nw 0.00 0.00 0 0 0 0 0 0 0 0 4A5-2ovd 0.470 nw .0.00 0.00 0 0 0' 0 0 0 0 0 - -- 4A5-2cvd_..--- - -- __ - -0.470 _nw --- -0:00 _ - 0,00- _! _ _ - D -----0 - ---- Q . - 0 ---- - 0 -- - __.___0 _____'0 R 12C-0sw 0.091 - 0.00 0.00 0 0 0 0 0 0 0 0 I-D_ 11 DO . _ _ _ 0.390 n, 0.00 0.00 0 0 0 0 0 0 0 _ _- 0 408 _ ; ^_ _W , 1.59 1.49 _ _ __12 __ 12 _ - A _ _ -•---_18-- _ _ _0 11 -_ _ - _ ._ --.11. _ __1 _17 _ ._.---16 F - 19C,19cscp- - -- - �`049 _ 0.25- 23. 6 218 218 -- 0.989 -. _ _ -_0.48 _WPO __. _ __ 0.00 - --- -- -- Q _23 -- 0 ---11 - - 0 --- - - -0 - - - - 0 - - - - -0 -----104 - - -0 -- -'6 - -0 0:989 -_. 27.69 0.00 5 2 54 41 5 149_ F. .__ .22F1=tPl...___ _..__ 0.989 _0 -0...Q _- _'_..__0.00 _ ._ _ _._ 0, _-- 0 _-_-- . _---- 0- _._._ _ �0 ----_-__. 0. ._. _--- -_ _ _ .._-.__0 _ __- _0 - __-- _ _.--- -0 6 c) AED excursion 11 -79 Envelope loss/gain 266 107 1539 1618 12 a) Infiltration 168 48 535 154 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 1 434 155 2074 1771 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal r 434 155 2074 1771 15 Duct loads.. 33% 17% 142 26 33% 17% 680 294 Total room#load 577 181 2754 2066 Air required (cfm) 351 91 168 105 Calculati to meet all Ed. ACP. - wrigtrtsoftm Right -Suite® Universal 2017 17.0.14 RSU08101 ...ers\Quick Calcs\Documents\LANDERS RESIDENCE.rup Cale = MJ8 Front Door faces: W 2018-Apr-03 11:19:48 Page 17 - wrightsoft° RiOgW@ Worksheet UNIT #2 QUICK CALCS, INC. 317 ST. LUCIE LN., FT. PIERCE, FL 34946 Phone: 772-466-6799 Fax 772-466-6796 Email: QUICKCALCS@AOL.COM Job: Date: By: 1 Room name BEDROOM #2 LAUNDRY 2 Exposed wall 16.0 ft 0 ft 3 Room height 10.0 ft heat/cool 10.0 ft heat/cool 4 Room dimensions 1.0 x 182.0 ft 6.0 x 14.0 ft 5 Room area 182.0 ft2 84.0 ft2 Ty Construction U-value Or I HTM Area (ft2) Load Area (ft2) Load number (13tuh/ft2-°F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat; Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 13A-12.5fcs - - 0:059 ne 1.65 6.86 - - - 0 0 A 0 0 0 0 0 T 53.16 28.29 0 0 0 0 0 0 0 0 4A-2ov 0.470 ne 13.116 28.29 0 0 0 0 0 0, 0 0 -' 4A5 2ov. _----- -.._ _._ _ 0.470 _ne. __..1'0.00 _ _._ 0.00 ---0 --- ---- -0 •- ----0. - - -- _ __0 0 - -- . -- -- 0 __------0. _ _--•---0: 11 13A-12.5fcs 0.059 se 1.65 0.86 0 0 0 0 0 0 0 0 4A5-2oV 0.470 se 0.00 0.00 0 0 0 0 0 0 0 0 4A5-2ovd 0.470 se 13.116 23.87 0 0 0 0 0 0 0 0 - 4A5-2ov_d_-.._.._ 0.470 se_ 13.(16 55 0_ 0 0 0 W _a_ _._ _.. -13A-12.5fcs__ ._.___. _ 0.059 - __S.., _ _ __..1,65 _.- -13 0.88. : __.0: _ - ..__ 0 -_ _ - _-_0 _ ----- _ _0 _ _.__.0 __0_ -_ .- 0 ---- _0 _ ._ _0 _.. _ .0 _ _ ..0. 13A-12.5fcs 0.659 sw 1.65 0.86 30 30 50 26 0 0 0 0 4A5-2ov 0.470 sw ab0 0.00 0 0 0 0 0 0 0 0 4A5-2ov 0.470 sw 13.16 20.78 0 0 0 0 0 0 0 0 4A32ov 0.470 sw 13.16 21.08 0 0 0 0 0 0 0 0 4A5-20v 0.470 sw 0.00 0.00 0 0 0 0 0 0 0 0 sw o.bO.._ 0.00 0, 0 0 0 0 13A-12.5fcs _0.470 0.059 - riw 1.65 . 0.86 _ 130 - 115 - - ---0 190 -------0 98 _.. - 0 -0 0 - _. 0 - - -- 0 10D-v 0.490 nw abo 0.00 0 0 0 0 0 0 0 0 100-v 0.490 nw 0.00 0.00 0 0 0 0 0 0 0 0 4A5-2omd 0.770 .nw 21.66 36.90: 0 0 0 0 0 0 0 0 4A5-2ov. 0.470 nw, 0.60 0.00 0 0 0 0 0 0 0 0 4A5-2ov. 0.470 nw 13r16 ' 28.29 15 0 197 424 0 0 0 0 4A5-2ov 0.470 nw 0.00 0.00 0 0 0 0 0 0 0 0 4A5-2ovd 0.470 nw 0.00 0.00 0 0 0 0 0 0 0 0 -- 4A5 2ovd - - - - --- 0.470 nw -0..00 - - . 0.00 - -- 0 _ . 0. .----0 - 0 - - 0 - __0 0 .,. - ___0 R 12C-0sw 0.091 0.00 0.00 0 0 0 0 6 - 0 -- 0 0 _ _ _. Q0 0 DO 0 -0 - - -96X�9 0md _ - ^._ W _ 0.408 n_ 10.59 _ . _ 1.49 ___... - . -- --1 _0 -- 1 -� -- -- _ 0 .. _ _ _0 F_ -- .19 19c_scp- - - - ..._ _ -0.049 0.48 0.25 0 0 84 40 -F -- --- 22A7tpl---- --- - --- 0.98 - -9 -- - -- 0.90 _ ---___0.00. - - - - -0 - -- - --0 -- - 0 - - - -- 0..-- .. ----0 ---0 - - - 0 - --0 - - 0 ----0 F 22A-tpl.-- - 0.989 - 27.69 0.00 D D o a_�. o. 0_ F_._--22A-tpl 0.989_ . 0._00-._._.0:00 _. _ _._ .9.. .__ -- ---D 6 c) AED excursion 33 -33 Envelope loss/gain 439 582 40 -12 12 a) Infiltration 245 70 0 0 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 2 460 0 .0 Appliances/other 900 500 Subtotal (lines 6 to 13) 683 2013 40 488 Less extemat load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal .' 683 2013 40 488 15 Duct loads, 33% 17% 224 335 33% 17% 13 81 Total room load 907 2347 1 53 569 Air required (cfm) 55 119 31 29 CaICu to meet all wrightsoft® Right -Suite® Universal 20I f I Lu.14 RSU08101 'CC�'` ...erMQuick Calcs\Documents\LANDERS RESIDENCE.rup Calc = MJ8 Front Doorfaces: W 2018-Apr-03 11:19:48 Page 18 GFA If�TERNATIONAL FLORIDA'S LEADING ENGINEERING SOURCE Report of Geotechnical Exploration Proposed 3-Level Residence 457.0 S Ocean Dr. St. Lucie County, Florida ORIGINAL November 14, 2017 GFA Project No.: 17-6740.00 For: Coastal Construction & Design n YqC UCtlS[: ctlOc iG.c VaDED tCpC �4 L'V• S Ln CC YCDYD DOCDC nx '.• �(r :. DCV YGpp Cp DODC :Y DLfr.l rOc GUYSODOSG gDaaP. c DC r�nCC[V Li[ DYDUD pun CD GDaoD0D9" iiSGLG@['CV tlSr�::�;. noDG•opcanaDoodq coon DGDponrDc r[f c.'. i� ^$AASi•opoepoa GCDcaoo Dnac DVGc r.icr.•,. „-i.•, . oDa00000 DocbnDncncnc:'[.o�.... ,�', "''- cpaoocaa DpCp oc GD ppgYc vGnrc[c[cc. . 4Da DDOao POGO DCDa DGC CY OpG[Di Cr C: i a � �? DooODaDOCooDp CDOCpnba Di DODDDY n[c VGi I,:BDO DD DOD Oaa DODpD D oa D DGgn 11 Daooaoaa Da Da Yaaa CC ap< acobocca DC aacopCpCn r any _ r+'• (r a Do D o DDo O Doc ccCobUn c: DDoc.c.aD aoopDccov. noF. �� ti"-'�<. v � _c ooa000DooDDODDDaencL . y r,nr ooDDDDD000DaoocDc•ccc: 3'1r-};� _ oDD0000000000Dpou,. .•• 0000boo DD ODooDa pc[o ` � ' l �ObDDODOacpaDtlDtl[Di• .C.• .f • ��bbcDDBocOpc DtlpOpcy[: ' C ./' •y DD�ODDCDODOa apnaDr-r� r ccODoacO'— • :l DDDODD...4—. T' F DDDDD"Do",I. OCDDppOcc. (.. . }-, Doc DO COOat.. oaapaaDox_c:. 1"ITN •} - ODDOD ODrovc: f; �• aaooDacc�.. .lq �,, "acDpDDDu.. L 'aDocacgii'. 1 r =r o000000r t paGor- tj f cnDr [ y 7DLa �. ► F Pf_t .� a R c . nGD DCDOtp �� 7, c noc DacoD � � ��� 'yc• -nYDooDD c. •' D oceoca �1 „�; nc cD000 ® ,jr �_ rrc� OUDOa.- ' s cCp Do00. n Dc DDoDD "C;p av0000 ti .Ga 00000 - .�Y o ap poop _ .l - noDaoD •v. ,,• 1.DD.ac000 oo Daea Dooa De = D PDaa DODO ODOGOq 1 t Y 'o DPtlG CDq aCC pGp Co x: ':'•:i�c'"�• '•4GD aOL tlCCDDDtln Dp UCUY ' rr OCDCq DC nGCAr GDt•i•� -'G.; £C OC:Fp7•r^ � ..-rDav ocnp Dnn: DLL f D:_ p•yC0 OV F ,�fJ U�. 1: r'gr'YLp V1b(iC: . t: c: File COS' Environmental • Geotechnical Coastal Construction and Design Attn: Mario Arbucci 235 NE Abaca Way Jensen Beach, Florida 34957 Florida's Leading Engineering Source Materials Testing • Threshold and Special Inspections - Plan Review & Code Compliance Site: Proposed Three -Story' Residence 4570 S Ocean Dr., St. ILucie County, Florida GFA Project # 17-6740.00 Dear Mr. Arbucci: November 14, 2017 ORIGINAL GFA International, Inc. (GFA) has completed the subsurface exploration and geotechnical engineering evaluation for the above -referenced project in accordance with the geotechnical and engineering service agreement for this project. The scope of services was completed in accordance with our GeotechnicaEngineering Proposal (17-6740.00) dated October 24, 2017, planned in conjunction with and authorized by you. EXECUTIVE SUMMARY The purpose of our subsurface exploration was to classify the nature of the subsurface soils and general geomorphic conditions and evaluate their impact upon the proposed construction. This report contains the results of our subsurface exploration at the site and our engineering interpretations of these, with respect to the project characteristics described to us including providing recommendations for site preparation and the design of the foundation system. Based on conversations with tt elevated residence. After a revieA the property is located east of recommends that the proposed consisting of augered cast-in-plac levels, or will be elevated above of frangible breakaway design. The recommendations provided r description has been revised, p recommendations with respect to A total of two (2) standard pens (35) feet below ground surface soundings were performed on t report. client, the project consists of constructing a three-story of the FDEP MapDirect Web Mapping site, the majority of he Coastal Construction Control Line. As a result, GFA residence be supported using a deep foundation system (ACIP) piles. GFA assumes that the residence will be three lower level garage that will have walls and ground floor slab n are based upon the above considerations. If the project e inform GFA International. so that we may review our modifications. ition test (SPT) boring to a depth of approximately thirty-five IGS) were completed for this study. Additional borings and adjacent lots and the information is used to supplement this 607 NW Commodity Cove • Port St. Lucie, 34986 • (772) 924.3575 • (772) 924.3580 (fax) www.teamgfa.com ES THROUGHOUT FLORIDA Proposed Three -Story Residence 4580 S Ocean Dr., St. Lucie County, GFA Project No. 17-6740.00 Geotechnical Report November 14, 2017 Page 2of13 The subsurface soil conditions encountered at this site (with information from borings and soundings performed from adjacent lots), generally consist of loose to medium sand (SP) to 8 feet, medium dense to very dense sand (SP) with occasional cemented sand from 8 to 35 feet. Boring SPT-1 also showed a 1 foot thick layer of gray fine sand and silt (ML) at a depth of 4 feet. Please refer to Appendix D - Record of Test Borings for a detailed account of each boring. GFA recommends that the pr( system consisting of augered estimated that a 14-inch-diamete grade can provide a maximum al tension capacity of 6 tons. A 14• existing grade can provide a ma maximum tension capacity of 4 tc The pile installation length is bE above the adjacent roadway) exi the site to achieve final grade, th dense/hard soils may be encoui achieving the required depth if t minutes drilling for 3 inches or le: The subsurface soil conditioi ground level frangible walls, unsuitable soils (silt) are exc replaced with compacted stri soils will likely compress and settlement and differential settlE distress, distortion, and other subsequent damage. Maintenan 3osed residence be supported using a deep foundation ast-in-place (ACIP) piles. Based on our analysis, GFA has ACIP pile installed to a depth of 30 feet below grade existing wable axial compressive capacity of 40 tons and a maximum ich-diameter ACIP pile installed to a depth of 23 feet below mum allowable axial compressive capacity of 30 tons and a ;d on installing the piles at site grade (grade about 1 foot ng at time of drilling. If additional fill will be required to raise piles will be longer according to the depth of fill added. Very ,red with auger refusal. The piles may be installed prior to .re is auger refusal. Refusal is defined as a minimum of 3 auger penetration into rock. at the project site are favorable for the support of the for slab and footings on shallow foundations after the ited to a depth of 5 feet (or deeper if encountered) and ural fill. If excavation and backfilling is not performed, the use settlement problems and GFA anticipates long term mt on the order of 1 to 2 inches with subsequent cracking, slated problems such as utility connects breaking with and possibly occasional renovations, could be required. If such performance is acceptable, the client and property ownership must acknowledge the risks involved and agree that the esult is acceptable. Following site preparation, an allowable 500 bearing capacity of 2,psf ma , be used for shallow foundation design. Expected settlement of the structure is 1 inch or less total and less than Y2 inch differential. The subgrade soils should be i constructing the foundation pads should be compacted to a minim Fill (including stemwall backfill) s minimum 95% density. After exc bottom of footings should be coml Scour elevations used in pile cal construction, but may not be adec exceed the DEP assumptions an limited to that provided by the DE scope of work. iproved with compaction from the stripped grade prior to nd footing excavations. The top 2 feet below stripped grade m of 95% density prior to placing fill to achieve final grade. ould be placed in 12-inch lifts and compacted to achieve a �vation for footings, the subgrade to a depth of 2 feet below acted to achieve a minimum 95% density. ulations are those provided by the Florida DEP for coastal uate for actual scour elevations in hurricane(s) event(s) that I cause lower scour elevations. Therefore, GFA analysis is P scour elevation, and scour analysis is not included in our GF ° Proposed Three -Story Residence Geotechnical Report 4580 S Ocean Dr., St Lucie County, L November 14, 2017 GFA Project No. 17-6740.00 Page 3 of 13 We appreciate the opportunity to be of service to you on this project and look forward to a continued association. Please do not hesitate to contact us if you have any questions or comments, or ifowearagy further assist you as your plans proceed. Resp u� GF Intent° iicm�lc�' •.,®® FI rida d tcat� of Auttofization`.lumber 4930 rrt, o �ul 6Tc OF a �W Z ig an Collie, E.I. Regiona'Ga��r�sident �?°°��� P ' je Manager Florida R i 4 q6;--, 4� ®®°m S`��0NJ* Copies: 2, Addaisee 0' Gf H Proposed Three -Story Residence Geotechnical Report 4580 S Ocean Dr., St. Lucie County, 7TABLE November 14, 2017 GFA Project No. 17-6740.00 Page 4 of 13 OF CONTENTS 1.0 INTRODUCTION .................. J........................................................... :.................................. 5 1.1 Scope of Services.............J..............................................................................................5 1.2 Project Description............I..............................................................................................5 2.0 OBSERVATIONS..................J..............................................................................................6 2.1 Site Inspection ................................................................................................................6 2.2 Field Exploration.............................................................................................................6 2.3 Laboratory Analysis.........................................................................................................6 2.4 Geomorphic Conditions...................................................................................................7 2.5 Hydrogeological Conditions..............................................................................................7 3.0 ENGINEERING EVALUATION AND RECOMMENDATIONS..............................................7 3.1 Foundation Recommendations - General.........................................................................7 3.2 Pile Foundation................................................................................................................8 3.3 Pile Installation................................................................................................................9 3.4 Vibration Monitoring ......................................................................................................10 3.5 Design of Footings (Ground Level Frangible Walls).......................................................10 3.6 Ground Floor Slab(Frangible) ........................................................................................10 3.7 Site Preparation.............................................................................................................11 3.8 Excavation Conditions....... J............................................................................................12 4.0 REPORT LIMITATIONS........ J............................................................................................12 5.0 BASIS FOR RECOMMENDATIONS..................................................................................13 Appendix A - Vicinity Map Appendix B - Test Location Plan Appendix C - Notes Related to Bo Appendix D - Record of Test Borir Appendix E - Discussion of Soil G ps GF Proposed Three -Story Residence 4580 S Ocean Dr., St. Lucie County, GFA Project No. 17-6740.00 1.1 Scope of Services The objective of our geotechnical , summarize the test results, ar geotechnical significance for buildi within this report: 1. Prepare records of the soil during our field exploration. Geotechnical Report November 14, 2017 Page 5 of 13 1.0 INTRODUCTION ✓ices was to collect subsurface data for the subject project, discuss any apparent site conditions that may have construction. The following scope of services are provided logs depicting the subsurface soil conditions encountered 2. Conduct a review of each soil sample obtained during our field exploration for classification and additional testing if necessary. 3. Analyze the existing soil cond support for the proposed struc 4. Provide recommendations allowable soil -bearing cape 5. Provide criteria and site construction. 1.2 Project Description Based on conversations with th residence. After a review of the property is located east of the recommends that the proposed consisting of augered cast-in-plac levels, or will be elevated above of frangible breakaway design. found during our exploration with respect to foundation respect to foundation support of the structure, including bearing elevations, and foundation design parameters. on procedures to prepare the site for the proposed client, the project consists of constructing a three-story FDEP MapDirect Web Mapping site, the majority of the Coastal Construction Control Line. As a result, GFA residence be supported using a deep foundation system (ACIP) piles. GFA assumes that the residence will be three lower level garage that will have walls and ground floor slab Based on a site visit and elevations from topographic data from GoogleEarth website, the current grade at the location of the proposed residence was about +5 feet NGVD. Assuming the proposed house will have a grade' about equal to the nearby residences, the site is at, or near, final grade. We assume the residence will Ihave typical construction, and be supported on columns terminating on pile caps slightly below the ground level elevation and top of piles (bottom of pile caps) would be at about existing grade. We have not received any information regarding structural loads. For the foundation recommendations presented in this report we assumed the maximum column load will be 80 kips and the maximum wall loading will be 4 kips per linear foot. Gf� Proposed Three -Story Residence 4580 S Ocean Dr., St. Lucie County, GFA Project No. 17-6740.00 The recommendations provided h description has been revised, p recommendations with respect to 2.1 Site Inspection The project site was generally gi above the adjacent road. The Atl side of the dunes. 2.2 Field Exploration A total of two (2) standard penet (35) feet below ground surface borings performed are illustrated Test (SPT) method was used a performed in substantial accordai Barrel Sampling of Soils". The sampler into the soil profile using per foot, for the second and third Geotechnical Report November 14, 2017 Page 6 of 13 rein are based upon the above considerations. If the project ase inform GFA International so that we may review our nv modifications. 2.0 OBSERVATIONS with some palm trees and bushes. The site was 2 feet Ocean bordered the east side of the property on the east tion test (SPT) borings to depths of approximately thirty-five 3GS) were completed for this study. The locations of the Appendix B: "Test Location Plan". The Standard Penetration the investigative tools within the borings. SPT tests were e with ASTM Procedure D-1586, "Penetration Test and Split- T test procedure consists of driving a 1.4-inch I.D. split -tube 140-pound hammer falling 30 inches. The number of blows inch increment, is an indication of soil strength. The soil samples recovered from the soil boring were visually classified and their stratification is illustrated in Appendix D: "Record :of Test Borings". It should be noted that soil conditions might vary between the strata interface ,which are shown. The soil boring data reflect information from a specific test location only Site specific survey staking for the test locations was not provided for our field exploration. The indicated depth and location of each test was approximated based upon existing grade and estimated distances and relationships to obvious landmarks. The boring depths were confined to the zone of soil likely to be stressed by the proposed construction and knowledge of vicinity soils. 2.3 Laboratory Analysis Soil samples recovered from our were visually examined in general obtain an accurate understanding thorough visual examination of t necessary. Bag samples of the s laboratory for your inspection for 3 writing. field exploration were returned to our laboratory where they accordance with ASTM D-2488. Samples were evaluated to of the soil properties and site geomorphic conditions. After a -ie recovered site soils, no laboratory testing was deemed A encountered during our field exploration will be held in our 0 days and then discarded unless we are notified otherwise in The recovered samples were riot examined, either visually or analytically, for chemical composition or environmental hazards. GFA would be pleased to perform these services for an additional fee, if required. Gf� Proposed Three -Story Residence 4580 S Ocean Dr., St. Lucie County, f GFA Project No. 17-6740.00 w 2.4 Geomorphic Conditions Geotechnica/ Report November 14, 2017 Page 7 of 13 The geology of the site as mapped on the USDA Soil Survey website consists of Canaveral fine sand, 0 to 5 percent slopes (27). These are sandy soils and organic soils- are not indicated. It should be noted that the Soil Survey generally extends to a maximum depth of 80 inches (approximately 63/4feet) below ground surface and is not indicative of deeper soil conditions. Boring logs derived from our fiel Borings". The boring logs depict 1 Test borings indicate the penetr sampling activities. The classific,, upon visual characterizations of been depicted and classified in g modified as necessary to describ Soil Groups", for a detailed descri exploration are presented in Appendix D: "Record of Test e observed soils in graphic detail. The Standard Penetration Jon resistance, or N-values logged during the drilling and ons and descriptions shown on the logs are generally based e recovered soil samples. All soil samples reviewed have feral accordance with the Unified Soil Classification System, typical Florida conditions. See Appendix E: "Discussion of :ion of various soil groups. The subsurface soil conditions encountered at this site (with information from borings and soundings performed from adjacent lots), generally consist of loose to medium sand (SP) to 8 feet, medium dense to very dense sand (SP) with occasional cemented sand from 8 to 35 feet. Boring SPT-1 also showed a 1 foot thick layer of gray fine sand and silt (ML) at a depth of 4 feet. Please refer to Appendix D - Record of Test Borings for a detailed account of each boring. 2.5 Hydrogeological On the dates of our field exploration, the groundwater table was encountered between depths of approximately 3 feet to 5% belo`ry the existing ground surface. The groundwater table will fluctuate seasonally depending upon local rainfall and other site specific and/or local influences including the water level in the nearby Atlantic Ocean with tidal influences. Brief ponding of stormwater may occur across the site after heavy rains. No additional investigation was ihcluded in our scope of work in relation to the wet seasonal high groundwater table or any existing well fields in the vicinity. Well fields may influence water table levels and cause significant fluctuations. If a more comprehensive water table analysis is necessary, please contact our office for additional guidance. 3.0 ENGINEERING EVALUATION AND RECOMMENDATIONS 3.1 Foundation Recommendations - General The residential structure will be located east of the Coastal Construction Control Line (CCCL) and therefore a pile supported foundation is required. Frangible ground floor slabs and ground level walls may be pile supported or supported on footings in accordance with rules and regulations (to be determined by others). The subsurface soil conditio ground level frangible walls, unsuitable soils (silt) are exc at the project site are favorable for the support of the for slab and footings on shallow foundations after the ited to a depth of 5 feet (or deeper -if encountered) and Gf� / Proposed Three -Story Residence 4580 S Ocean Dr., St. Lucie County, } GFA Project No. 17-6740.00 Geotechnical Report November 14, 2017 Page 8 of 13 replaced with compacted stru I tural fill. If excavation and backfilling is not performed, the soils will likely compress and �ause settlement problems and GFA anticipates long term settlement and differential settlement on the order of 1 to 2 inches with subsequent cracking, distress, distortion, and other related problems such as utility connects breaking with subsequent damage. Maintenan e, and possibly occasional renovations, could be required. If such performance is acceptable, the client and property ownership must acknowledge the risks involved and agree that. the result is acceptable. Following site preparation, an allowable bearing capacity of 2,500 psf mAy be used for shallow foundation design. Expected settlement of the structure is 1 inch or less total and less than Y2 inch differential. 3.2 Pile Foundation The following is design ➢ For CCCL construction, lowest structural memk structures within St. Luc ➢ For CCCL construction, (design scour elevation) ➢ A loss of soil support be elevation (+2.7 feet N, capacity analyses. ➢ We assume the resider terminating on pile caps be placed to achieve fin top of piles (bottom of pi At this time, GFA recommenc (ACIP). Additional lateral caps the piles will have a minimum procedures should . be perforr edition of the Deep Foundafi capacity and pile top deflectio software. A summary of pile following table. rs GFA used for pile recommendations: ie FDEP has established a 100-year storm elevation (bottom of r) of +17.0 to +17.9 feet NGVD (depends on location) for County. he FDEP has established a 100-year storm erosion elevation f +2.7 feet NGVD for all of St. Lucie County. veen the bottom of lowest structural member and design scour VD) was included in compressive, tensile, and lateral pile will have typical construction, and be supported on columns ightly below the ground floor elevation. We assume that fill will (or near final) grade before installing the pile foundations, and caps) would be about +8 feet NGVD. the deep foundation to consist of augered cast -in -place piles ty may be attained by utilizing inclined piles. We assumed that 1% steel reinforcement for the analyses. ACIP pile installation ;d in accordance with the guidelines presented in the latest is Institute's Augered Cast -In -Place Pile Manual. The lateral were calculated. using the commercially available ALLPILE 7.0 ipacities for a 1.4-inch diameter ACIP piles is presented in the 6F. Proposed Three -Story Residence ,4580 S Ocean Dr., St. Lucie County, FL GFA Project No. 17-6740.00 Geotechnica/ Report November 14, 2017 Page 9 of 13 Pile Recommendations For All Pile Supported Structures Maximum Nominal Pile Top Recommended Pile Pile Pile Pile Lateral Pile Elevation Pile Tip Lengths Compression Tension Capacity Recommended Diameter NGVD Elevation ft ` Capacity Capacity (Tons)** Grout Stren th 1 Tons (Free Head) 2 Tons 14" Unknown Unknown 23 30 Tons 4 Tons Fixed Head 5000 psi 1 Tons (Free Head) 2 Tons 14" Unknown Unknown 30 40 Tons 5 Tons Fixed Head 5000 psi "From ground surrace existing at time or aniiing. **For calculated pile top deflection o� 1/z inches at top of pile elevation. The pile installation length is bused on installing the piles at site grade (grade about even with the adjacent roadway) existing at time of drilling. If additional fill will be required to raise the site to achieve final grade, the piles will be longer according to the depth of fill added. Very dense/hard soils may be encountered with auger refusal. The piles may be installed prior to achieving the required depth if there is auger refusal. Refusal is defined as a minimum of 3 minutes drilling for-3 inches or less auger penetration into rock. GFA assumed that the piles will have a minimum of 1 % steel reinforcement for the analyses. Augercast piles should be reinforced over their entire length for tension capacity. The reinforcement shall be as designed by the Structural Engineer. If piles of lesser or greater GFA would be pleased to pr The following additional notes • Structural stress design capacity; the selected pile • The pile rei fixed end cc 3.3 Pile Installation cities than those mentioned in the table above are required, further recommendations upon request. applicable to the pile design: in the piles may impose a more severe limitation on the refore, we recommend the allowable stresses be verified for ent is sufficiently embedded in the pile cap so as to afford a n if required. Pile design and installation shall be in accordance with the applicable sections of the Florida Building Code and other applicable federal, state and- local requirements. In addition, piles should be installed in accordance with the following: 1. Pile Length: The propc the inspecting Geotech 14-inch-diameter piles should be installed as determined by I Engineer. / Proposed Three -Story Residence Geotechnical Report 4580 S Ocean Dr., St. Lucie County, FL November 14, 2017 GFA Project No. 17-6740.00 Page 10 of 13 2. S acin - Piles installed in groups should be spaced at a center -to -center distance of not less than 3 pile diameters. 3. Plan Location : The cent r of the top of any pile at cut-off should be displaced laterally no more than 3 inches frog the position shown on the plans. This applies to both single • piles and piles installed in groups. 4. Vertical Alignment - The vertical alignment of the piling should not deviate from the plumb by more than 114 inch per foot of length. 5. Reinforcing Cage Positiohing - The top of the reinforcing cages installed in the piling should not be more than 6 inches above and no more than 3 inches below the positions shown in the plans. The reinforcing cages should be positioned concentrically within the grouted pile shaft. The gout cover over longitudinal reinforcing bars should not be less than 3 inches. Reinforcing centralizers shall be placed at maximum spacing of 15 feet at the lower portion of the pile and at 5 feet from the cage's top. 6. Adjacent Piles - A minimum time period of 12 hours should be specified for the installation of piles located within 5 feet, center -to -center, of each other. 7. Grout Factor - The minim) um acceptable grout factor (i.e. actual grout volume divided by theoretical grout volume) should be 1.1. 3.4 Vibration Monitoring The proposed construction will Ibe within close proximity to residential structures and roadways that maybe susceptible to damage from vibration generated at the site. We recommend that during all aspects of construction, the bordering, landmarks be monitored using a seismograph to determine the extent of vibration absorption that these features will be subject to. The seismograph used to monitor athis site should have the capability to measure ground velocities along vertical, transverse, and longitudinal axes. The project structural engineer should establish allowable ground velocities that the bordering facilities can safely withstand without any damage. 3.5 Design of Footings (Ground Level Frangible Walls) Following the recommended site preparation below (See Executive Summary for potential problems with ground supported structures and slabs), Footings may be designed using an allowable soil bearing pressure of 2,500 psf. Shallow foundations should be embedded a minimum of 12 inches below final grade. This embedment shall be measured from the lowest adjacent grade. Isolated column footings should be at least 24 inches in width and continuous strip footings should have a width of at least 16 inches regardless of contact pressure. Once site preparation has been performed in accordance with the recommendations described in this report, the soil should readily support the proposed structure resting on a shallow foundation system. All footings and columns should be structurally separated from the floor slab, Proposed Three -Story Residence Geotechnical Report 4580 S Ocean Dr., St. Lucie County, FL November 14, 2017 GFA Project No. 17-6740.00 Page 11 of 13 as they will be loaded different) and at different times, unless a monolithic mat foundation is designed. 3.6 Ground Floor Slab (Frangible) Following the recommended for potential problems with slabs may be supported directly site preparation and fill placeme coefficient of subgrade modulus should be structurally separate movement. site preparation described below (See Executive Summary hound supported structures and slabs), The ground floor on the existing grade or on granular fill following the foundation it procedures outlined in this report. For purposes of design, a 150 pounds per cubic inch may be used. The ground floor slab i from all walls and columns to allow for differential vertical Water vapor is likely to rise throiugh the granular fill and condense beneath the base of the floor slab. If moisture entry into the floor slab is not desirable, an impermeable membrane should be installed at the slab bottom - subarade interface. 3.7 Site Preparation (Demucking) GFA recommends the following) compaction requirements for this project: ➢ Proof Roll ..................... ................................................. 95% of a Modified Proctor ➢ Building Pad Fill ........... ................................................. 95% of a Modified Proctor ➢ Footings................................................................. 95% of a Modified Proctor The compaction percentages determined by a "modified performed to a depth of 2 fei (See Executive Summary fc slabs). All density tests shou sand cone method (ASTM D-1 Our recommendations for improving and maintaining soil conditions. Initial site preparation Foundations and any be the new construction sh abandoned so as to not (demucked) by excavai surface. It may be nec depths found in the test I groundwater will be nec issue a demuck repo (periodic inspections, v resented above are based upon the maximum dry density as actor" test (ASTM D-1557). All density tests should be below stripped surface and 2 feet below bottom of footings potential problems with ground supported structures and be performed using the nuclear method (ASTM D-2922), the 56), or Hand Cone Penetrometer (HCP) tests. ;paration of the site are presented below. This approach to site soils has been found to be successful on projects with similar ould consist of performing stripping and clearing operations. ro grade remains of any structures that are within the footprint of ild be removed, and utility lines should be removed or properly fect structures. The unsuitable soils should then be removed ig to a depth of approximately 5 feet below existing ground �sary to excavate deeper if the unsuitable soils are below the rings. Based on the water table levels encountered, control of the ;sary. GFA will have to monitor full-time the demucking to and certification, or perform other verification methods 'ification borings, etc.) to issue a limited demucking report. GF Proposed Three -Story Residence �FL Geotechnical Report 4580 S Ocean Dr., St Lucie County, November 14, 2017 GFA Project No. 17-6740.00 I . Page 12 of 13 a 2. After excavation, the bottom of the excavation (not exposed limestone) should be compacted ("proof rolled") anid tested to a depth of 1 foot below bottom of excavation. We recommend using a steel drum vibratory roller with sufficient static weight and vibratory impact energy to achieve the required compaction. Density tests should be performed on the proof rolled surface at a frequency of not less than one test per 2,500 square feet, or a minimum of three (3) tests, v).hichever is greater. Areas of exposed intact limestone shall be visually confirmed by the project geotechnical engineer prior to fill placement, in lieu of proof rolling. l 3. Fill material may then be placed in the building pad as required. The fill material should be inorganic (classified as SP, SW, GP, GW, SP-SM, SW-SM, GW-GP, GP -GM) containing not more than 5 percent (by weight) organic materials. Fill materials with silt/clay-size soil fines in excess of 12% should not be used. Fill should be placed in lifts with a maximum lift thickness not exceeding 12-inches. Each lift should be compacted and tested prior to the placement of the next lift. Density tests should be performed within the fill at a frequency of not less than one test per 2,500 square feet per lift in the building areas, or a minimum of three (3) tests per lift, whichever is greater. 4. For any footings bearing onl a limestone formation, the bottom of all footing excavation shall be examined by the engineer / geologist or his representative to determine the condition of the limestone. The limestone shall be probed for voids and loose pockets of sand. Such areas shall be cleaned to depth of 3 times the greatest horizontal dimension and backfilled with lean concrete. 5. For footings placed on structural fill or compacted native granular soils, the bottom of all footings shall be tested for compaction and examined by the engineer / geologist or his representative to determine if the soil is free of organic and/or deleterious material. Density tests should be performed at a frequency of not less than one (1) density test per each isolated column footing and one (1) test per each seventy five (75) lineal feet of wall footings. 6. Upon completion of production pile installation and pile cap construction, the pile caps should be backfilled in 6 t'o 8 inch thick lifts and compacted to at least 95% of the modified Proctor maximum dry density (ASTM D 1557). 7. The contractor should take into account the final contours and grades as established by the plan when executing his backfilling and compaction operations. Using vibratory compaction equipment at this site may disturb adjacent structures. We recommend that you monito j nearby structures before and during proof -compaction operations. A representative of GFA International can monitor the vibration disturbance of adjacent structures. A proposal for vibration monitoring during compaction operations can be supplied upon request. I 3.8 Excavation Conditions In Federal Register, Volumle 54, No. 209 (October 1989), the United States Department of Labor, Occupational Safety and Health Administration (OSHA) amended its "Construction Gf� Proposed Three -Story Residence .4580 S Ocean Dr., St Lucie County),FL GFA Project No. 17-6740.00 Geotechnical Report November 14, 2017 Page 13 of 13 Standards for Excavations, 29 dFR, part 1926, Subpart P". This document was issued to better insure the safety of workmen ep�tering trenches or excavations. It is mandated by this federal regulation that all excavations, Whether they be utility trenches, basement excavations or footing excavations, be constructed in accordance with the OSHA guidelines. The contractor is solely re excavations and should shore, as required to maintain stabil responsible person, as define( excavations as part of the cons inclination, or excavation depth in local, state, and federal safe GFA is providing this inforn responsibility for construction being implied and should not This consulting report has be( other members of the design Ocean Dr., St. Lucie Count, generally accepted local geoi implied. The evaluation subn a field exploration, however profile may not become evide it may be necessary to reevi report. In the event change structure, the evaluation and unless the changes are rely International. Scour elevations used in p construction, but may not b exceed the DEP assumptic limited to that provided by scope of work. )onsible for designing and constructing stable, temporary lope, or bench the sides of any excavations deeper than 4 feet y of both the excavation sides and bottom. The contractor's in 29 CFR Part 1926, should evaluate the soil exposed in the actor's safety procedures. In no case should slope height, slope including utility trench excavation depth, exceed those specified regulations. ion solely as a service to our client. GFA is not assuming :e safety or the contractor's activities; such responsibility is not inferred. 4.0 REPORT LIMITATIONS n prepared for the exclusive use of the current project owners and team for the Proposed Three -Story Residence located at 4580 S Florida. This report has been prepared in accordance with .chnical engineering practices; no other warranty is expressed or itted in this report, is based in part upon the data collected during the nature and extent of variations throughout the subsurface it until the time of construction. If variations then appear evident, fluate information and professional opinions as provided in this are made in the nature, design, or locations of the proposed opinions contained in this report shall not be considered valid, ewed and conclusions modified or verified in writing by GFA calculations are those provided by the Florida DEP for coastal adequate for actual scour elevations in hurricane(s) event(s) that s and cause lower scour elevations. Therefore, GFA analysis is e DEP scour elevation, and scour analysis is not included in our BASIS FOR RECOMMENDATIONS The analysis and recommendations submitted in this report are based on the data obtained from the tests performed at the locations indicated on the attached figure in Appendix B. This report does not reflect anylvariations, which may occur between borings. While the borings are representative of the subsurface conditions at their respective locations and for their vertical reaches, local variations characteristic of the subsurface soils of the region are anticipated and may be encountered. Thel delineation between soil types shown on the soil logs is approximate Proposed Three -Story Residence Geotechnical Report 4580 S Ocean Dr., St. Lucie County, FL November 14, 2017 GFA Project No. 17-6740.00 Page 14 of 13 and the description represents our interpretation of the subsurface conditions at the designated boring locations on the particularl date drilled. Any third party reliance of our geotechnical report or parts thereof is strictly prohibited without the expressed written consent of GFA International. The applicable SPT methodology (ASTM D-1586), CPT methodology (ASTM D-3441), and Auger Boring methodology (ASTM D-1452) used in performing our borings and sounding, and for determining penetration and cone resistance is specific to the sanj pling tools utilized and does not reflect the ease or difficulty to advance other tools or materials. GF e r Appendix A - Vicinity Map GF v 4 Note: Aerial Photo-qraph from Vicinity Map 4580 S Ocean Dr. St. Lucie County, FL GFA Project No. 17-6740.00 Site Location S ndix B - Test Location Plan Gf� K Test Location Plan: 4580. S Ocean Dr., St. Lucie County, FL BOUNDARY & TOPOGRAPHIC SURVEY LYING IN ST. LUCIE COUNTY, FLOR/UA .am soYm a:w aes rdr roia. n � �.• • ""' • .••' LounoM rAr � �Ig NORM LreoovuKNWLara '� ►eawo�+aernoM q f - .3 rald'$ r[ OI.YAIeO 1'�NlOtR'l1' A. "P •- - - rAsi KWi P wr VK "11 IY O .-4A ..o x taa Y ❑.r na* P Yw aadRtlKYi t°r a n�oa. Ka aar.nst Kota M W. vc a x rora� ° a u t t a _____ a�iww•.ruc� n�c� ui MmIrc Kv+c r ,� Y4R d t� m M wl[R¢CTd lvllt gtvtlST. RQ.3 ruY Safanri KLiYC Sao laL - _ aY'RKK O 2n A nR ."JQ C• lCD ro .rani; w~GA U 5: Ott P a'f taC Pb % Pa.D •` a`\ , i ` ` \ \ \ A—. AND - - ua . v°m is w. t ntra xA a . merrr M aK fP . •t • 1, .�.. ,e 1 t - ��\ \\�\ ` P �'Ys'rw oro o[.nwa a r mnro i� or uKea u n.ws rta Kom Y.n ta.nr . amitrz u w.ri rtn m M as .Yo w.a P iw.ra mercer otw ns Yam. lento !ui P M .axn +loofa tl L \ � RMQ 1 l,MO�Y.St P iK 1Q1 Ch d Yi {�I[�P = tt \► \ Or •, \ \n \ t. M XNa.C.tQW .a[.Ot[ 41PC410 m IK �.� R °Eder➢ ry Ml . Ot' _ M� AS 100..LK 1.. ' ,i �:� \ 2 K �\ a � -- � 1 1 1 � �t�ti� Y�r �t,.�YwK Ra. r! ►� _ + wy n a aYa •4 -n•. •K-r..ee �.-n• Raoow a x i i wA � 'a � mti: [Rtc PL � A7' , � `�°��. \ L'• �\� '�� 4 i � 1 RM¢M➢[w4 tY tM! uY UK RCI vat0 W*�Nl M a�iac� aw� LL um fw P .Rum• .ccYsm ' � �41rj4� •1! h{r .y ,\ �.. on¢� is eo-n-a .idi., tix.�ein u cmo � t � !e.lao«o.rs o® tcaarnou. d wwrt � � p )JAll uaE7M a f�� _ — . „r �, Z.-arP(Y YLii] • ronron d aauan ro Yutr .»Y a reran a. aq iR V M ]10RW rarY d IA1�6 A a ye w tvarxY or a.vK KosaY m " all 1 vnan rim. oe,aaer a so.•ae rRSn d .••a M """'r• \ 1 err,\ mnn ara ruvK u eK.y asta.r ry -I oa ICU a \ � � wm�.tmaDOMc.w sin w�nn.MP Nw sD »err cu. .-af -- __ �..� - ao aott io0.ipr Ra �� tua.a tai mro •i wni�wm�a�ztmiau�o�ia .9v � \ \ , � - ram\ 1 ,"' .ac ron,uts.ctiscri tar pSr,.�o. w.a. r[KnKYt Mlwva nar.[Yt m .iD� NnYU+ I.aaTlt4 tRKra. .E tl..1T• K,O�ILL r'cr1m���nTr_�1_wola 4WYD.m�tl�t�aA �'�\\ '; a�7'� �Y,,,,a \ \ • o mxta aYn u ws.ua v.e r.trro. a�a�'y rwwowaatt�vo�ww- � '�11 .e m rpr � -o-w. n yam � �.'e�v \ ego. • u . ��a�`w�.: 'a.`ta u 'A" \ u } \ toraoaw � .M ..Ptu toe46 ni.„rai w1. A w���a' ai��ovrwa.a ��+�-_ NARES ARNW s• _• _ \ v'�--.•:a' \ wo wiou. acuz .u.w 'o r wrr war rKr.ar W Hier. m:_Wr`'r[ -Approximate Standard Penetration Test (SPT) Boring Locations Appendix C - Notes Related to Borings Gf� NOTES RELATED TO RECORDS OF TEST BORING AND GENERALIZED SUBSURFACE PROFILE 1. Groundwater level was encountered and recorded (if shown) following the completion of the soil test boring on the date indicated. Fluctuationslin groundwater levels are common; consult report text for a discussion. 2. The boring location was identified in the field by offsetting from existing reference marks and using a cloth tape and survey wheel. 3. The borehole was backfilled to site grade following boring completion, and patched with asphalt cold patch mix when pavement was encountered. 4. The Record of Test Boring rlpresents our interpretation of field conditions based on engineering examination of the soil samples. 5. The Record of Test Boring J subject to the limitations, conclusions and recommendations presented in the Report text. 6. "Field Test Data" shown on the Record of Test Boring indicated as 11/6 refers to the Standard Penetration Test (SPT) and means I 1 hammer blows drove the sampler 6 inches. SPT uses a 140-pound hammer falling 30 inches. 7. The N-value from the SPT is the sum of the hammer blows required to drive the sampler the second and third 6- inch increments. 8. The soil/rock strata interfaces shown on the Records of Test Boring are approximate and may vary from those shown. The soil/rock conditions shown on the Records of Test Boring refer to conditions at the specific location tested; soil/rock conditions may vary between test locations. 9. Relative density for sands/,gravels and consistency for silts/clays are described as follows: SPT CPT I SANDS/GRAVELS SPT CPT SILTS/CLAYS BLOWS/FOOT KG/CM I RELATIVE DENSITY BLOWS/FOOT KG/CM2 CONSISTENCY 0-4 0-16 I Very loose 0-1 0-3 Very soft 5-10 17-40 1 Loose 2-4 4-6 Soft 11-30 41-120 1 Medium Dense 5-8 7-12 Firm 31-50 121-200,' Dense 9-15 13-25 Stiff 50+ over 200 Very Dense 16-30 25-50 Very stiff >30 >50 Hard 10. Grain size descriptions are as follows: NAME I SIZE LIMITS Boulder 1 12 Inches or more Cobbles 1 3 to 12 Inches Coarse Gravel I % to 3 Inches Fine Gravel No. 4 sieve to % inch Coarse Sand No. 10 to No. 4 sieve Medium Sand No. 40 to No. 10 sieve Fine Sand No. 200 to No. 40 sieve Fines Smaller than No. 200 sieve 11. Definitions related to iadjectives used in soil/rock descriptions: PROPORTION ADJECTIVE APPROXIMATE ROOT DIAMETER ADJECTIVE <5% Trace Less than 1/32" Fine roots 5%to 12% Little 1/32" to''/d' Small roots 12% to 30% Some `'/a" to 1" Medium roots 30% to 50% And Greater than V Large roots Organic Soils: Soils containing vegetable tissue in various stages of decomposition that has a fibrous to amorphous texture, usually a dark brown to black color, and an organic odor. Organic Content <25%: Slightly to Highly Organic; 25% to 75%: Muck; >75%: Peat GF� I • I I i I i Ap lendix D - Record of Test Borings I I 60 GE FA INTERNATIONAL ' 607 NW Commodity Cove, Port St. Lucie, FL 34986 PHONE: (772) 924-3575 - FAX: (772) 924-3580 STANDARD PENETRATION TEST BORING (ASTM D-1586) Client: Coastal Construction and Design, Inc. Project No.:17-6740.00 Lab No.: Project: 4580 Ocean Dr I Page: 1 of 2 St.'Lucie County, FL i Date: 10/31/2017 " Elevation: Existing Grade Drill Rig: SIMCO Water Level: 5.7 feet after 0 hours j Drilling Fluid commenced at depth of 10 feet Field Party: CC/NM TEST LOCATION: SPT - 1 N27.3959990 W80.2632330 Laboratory Tests Depth Blows/ N I Sample Layer: I USCS Description Passing Moisture Organic (feet) 6 in. I Value No. From/to No. 200 Content Content 3 0-4 SP Grey fine sand, and shell -- 1 4... .........1 --- 2 .............. . 3 ....... ... I --- 63 ........................ 6 12 2 _-- 4 ....-6................. 4 4-5 f ML Gray fine sand and silt --- 5 .....4................. I 5-8 SP Grey fine sand, trace shell, trace clay 5 9 3 --- 6 . 6 ....... ... --- 7 7 7 ........................ 12 19 4 g......................... 16 8-10 SP Grey fine sand, trace shell 30 -- 32 9 ......................... 34 66 5 --- li) ..30.. 11 ......... ....... 12 ......... ....... 13 ......... ....... 13%-15 SP Grey fine sand, some shell, little cemented sand 14 ...-12 23 15 -33 56 6 16 ......... ....... I 17 ......... ....... -- 18 ......... ....... I 18'/Z-20 GP Gray cemented sand 19 ...-51 .............. 103 89 1 194 7 ' 607 i 1 4 STANDARD Client: Coastal Construction and Project: 4580 Ocean Dr St. Lucie County, FL Elevation: Existing Grade Water Level: 5.7 feet after 0 hours FA INTERNATIONAL Commodity Cove, Port St. Lucie, FL 34986 E: (772) 924-3575 - FAx: (772) 924-3580 IETRATION TEST BORING (ASTM D-1586) ;n, Inc. Project No.:17-6740.00 Lab No.: Page: 2 of 2 Date: 10/31/2017 Drill Rig: SIMCO Drilling Fluid commenced at depth of 10 feet Field Party: CC/MM TEST LOCATION: SPT - 1 N27.3959990 W80.2632330 Laboratory Tests Depth (feet) Blows/ 6 in. N Value Sample No. Layer: From/to J USCS Description Passing No. 200 Moisture Content Organic Content 20 ------ ----- 21 ......... ....... 22 ......... ....... 23 ......... ....... I 24 8 11 23'h-25 SP Gray fine sand and coarse sand sized shell --- 25 ... 20 ...31 8 26 ......... ....... 27 ......... ....... 28 ......... ....... 29 14 16 28'/2-30 I SP Light brown fine sand, little shell --- 30 ... 31 47 9 I -- 31 ......... ....... f -- 32 ......... ....... II I 33 ....... .... .... ....... ... I 34 16 22 33'/2-35 I SP Light brown fine sand, trace shell -- 35 ....40 62 10 I I -- 36 ......... ....... J --- 37 ......... ....... - I 38 ......... ....... I --- 39 ......... ....... I • it GFA INTERNATIONAL 607 NW Commodity Cove, Port St. Lucie, FL 34986 PHONE: (772) 924-3575 - FAx: (772) 924-3580 STANDARD PENETRATION TEST BORING (ASTM D- Client: Coastal Construction and Design, Inc. Project: 4580 Ocean Dr St. Lucie County, FL Elevation: Existing Grade Water Level: 3.4 feet after 0 hours Drilling Fluid commenced at depth of 10 feet Project No.:17-6740.00 Lab No.: Page: 1 of 2 Date: 11/1/2017 Drill Rig: SIMCO Field Party: PM/WG TEST LOCATION: SPT - 2 N27.396110 W80.262890 Laboratory Tests Depth Blows/ N Sample Layer: I USCS Description p Passing Moisture Organic (feet) 6 in. Value No. From/to No. 200 Content Content 1 0-7 SP Grey fine sand, and shell --- 1 ...... .. ..7. 1 ............ ... 5 3 ......................... 8 12 2 _-- 10 4 .............. ....... ... 7 -- 9 .................... 9 9 9 3 _ 6 ....10................ 2 7 2 ......................... - 740 SP Gray fine sand, trace shell 15 19 4 --- 16 8 ............... ....... ... 5015" 9 .......................�� 50/5 5 10 ......... ....... I --- --- 12 ......... ....... I I -- I 21 ;13'/z-15 SP Grey fine sand, some shell, little cemented sand 14 ••• 40 ---15 ....18 ..58... 6 16 ......... ....... 17 ......... ....... 18 ......................... 5015" 18'/2-20 SP Light gray fine sand, trace shell, 19 little cemented sand 5015" 71 I GFA INTERNATIONAL ` 607 N,W Commodity Cove, Port St. Lucie, FL 34986 PHONE: (772) 924-3575 - FAX: (772) 924-3580 I STANDARD PENETRATION TEST BORING (ASTM D-1586) Client: Coastal Construction and Design, Inc. Project No.:17-6740.00 Lab No.: Project: 4580 Ocean Dr Page: 2 of 2 St. Lucie County, FL Date: 11/1/2017 ' Elevation: Existing Grade Drill Rig: SIMCO Water Level: 3.4 feet after 0 hours Drilling Fluid commenced at depth of 10 feet Field Party: PNMG TEST LOCATION: SPT - 2 N27.396110 W80.262890 Laboratory Tests Depth (feet) Blows/ 6 in. N Value Sample No. Layer: From/to I USCS DCSCr1pt10II Passing No. 200 Moisture Content Organic Content 20 ---- ------ 21 ......... ....... 22 ............................ 23 ......... ....... 24 15 16 23%2-25 SP Gray fine sand and shell --- 25 ....10.... ... 26... 8 26 ......... ....... 27 ......... ....... --- 28 ......... ....... I 29 25 27 .... 28'/z-30 I SP Light brown fine sand, trace shell --- 30 ............. 30 57 9 --- 31 ......... ....... J� 1 I 33 ......... ....... 34 ....16 20 33'/2-35 SP Light brown fine sand, trace shell 35 ....30 .50 10 36 ......... ....... 37 ......... ....... 38 ......... ....... i I I a Appendix E - Discussion of Soil Groups i GW and SW GROU soils having little or r The presence of the of the coarse -grain characteristics. ISCUSSION OF SOIL GROUPS COARSE GRAINED SOILS �. These groups comprise well -graded gravelly and sandy plastic fines (less than percent passing the No. 200 sieve). es must not noticeably change the strength characteristics friction and must not interface with it's free -draining GP and SP GROUPS. Poorly graded gravels and sands containing little of no plastic fines (less than 5 percent passing the No. 200 sieve) are classed in GP and SP groups. The materials may be called uniform gravels, uniform sands or non -uniform mixtures of very coarse materials and very fine sand, with intermediate sizes lacking (sometimes called skip -graded, gap graded or step - graded). This last group often results from borrow pit excavation in which gravel and sand layers are mixed. GM and SM GROUPS. In general, the GM and SM groups comprise gravels or sands with fines (more than 12 percent the No. 200 sieve) having low or no plasticity. The plasticity index and liquid limit of soils in the group should plot below the "A" line on the plasticity chart. The gradation of the material is not considered significant and both well and poorly graded materials are included. GC and SC GROUPS. In general, the GC and SC groups comprise gravelly or sandy soils with fines (more than 12 percent passing the No, 200 sieve) which have a fairly high plasticity. The liquid limit and plasticity index should plat above the "A" line on the plasticity chart. FINE GRAINED SOILS ML and MH GROUPS. In these groups, the symbol M has been used to designate predominantly silty material. The symbols L and H represent low and high liquid limits, respectively, and an arbitrary dividing line between the two set at a liquid limit of 50. The soils in the ML and MH groups are sandy silts, clayey silts or inorganic silts with relatively low plasticity. Also included are loose type soils and rock flours. CL and CH GROUPS. In these groups the symbol C stands for clay, with L and H denoting low or high liquid limits, with the dividing line again set at a liquid of 50. Thel soils are primarily organic clays. Low plasticity clays are classified as CL and are usually lean clays, sandy clays or silty clays. The medium and high plasticity clays are classified as CH. These include the fat clays, gumbo clays and solme volcanic clays. I i I .T Jf OL and OH GROUPS. I The soil in the OL and OH groups are characterized by the presence of organic odor or color, hence the symbol O. Organic silts and clays are classified in these groups. The materials have a plasticity range that corresponds with the M,L and MH groups. HIGHLY ORGANIC SOILS The highly organic soils are usually very soft and `�compressib.le and have undesirable construction characteristics. Particles of leaves, grasses, branches, or other fibrous vegetable matter are common components of these soils. They are not subdivided and are classified into one group with the symbol PT. Peat humus and swamp soils with a highly organic texture are typical soils of the group. GF