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File Copy OFFICE USE ONLY: DATE FILED: APR a 2W PERMIT# 1702-0195 REVISION FEE: PERMIT-nNG RECEIPT# �ssie rnunty,FL PLANNING&DEVELOPMENT SERVICES BUILDING&CODE REGULATION DIVISION. 2300 VIRGINIA AVENUE FORT PIERCE,FL 34982-5652 (772)462-1553 FAX(772)462-1578 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION 1. LOCATION/SIWL CAMINO REAL ADDRESS: 2. DETAILED DESCRIPTION OF PROJECT REVISIONS: r. L PRODUCT APPROVAL AND ENERGY CALC UPDATES '; r Ertl VC 0 r % LOW- _% Jab (L1?{ HIM r Y 3. CONTRACTOR INFORMATION: STATE of FL REG./CERT.#: ST.LUCIE COUNTY CERT.#: 8898 BUSINESS NAME orpora ion ADDRESS: NA :�000 South.US HWy. 1 Suile 402 CITY: Fort St. Lucie STATE: FE ZIP: PHONE(DAYTIME): - FAX: 772 878-7 56 4. OWNER/BUILDER INFORMATION: NAME: Wynne Building Corporation ADDRESS: 8000 SouthHwy. 1 Suite 402 CITY: STATE: FL ZIP: 34952 PHONE: (772) 878-5513 FAX: (772) 878-7656 5. ARCHITECT/ENGINEER INFORMATION: NAME: BRADEN&BRADEN ADDRESS: CITY: STUART STATE: FL ZIP: 34996 PHONE(DAYTIME): (772)287-8258 FAX: Revised 07/22/2014 ft w 4 Elko 'eat w:.vr::l Hai kt Pro ecf Summa Job: - 1- wrightsoft . : Date: Enure:House By: QUICK CALCS,INC. File C® 317 sT.LUCIE LN.,FT..PIERCE,FL 34946 Phone;772-466-6799 Fax 772-46"796. Email:QUICMALCS Am.com; Project . - Information For: THE GRAND CARLTON WYNNE DEVELOPMENT, FT. PIERCE Notes: Design • • f Weather: Fort Pierce, FL, US Winter Design ConditionsSummer Design Conditions Outside db 42 OF Outside db 90 OF Inside db. 70. OF Inside db 75 OF Design TD 28 OF Design TD 15 °F Daily range L Relative humidity 50 %. Moisture difference 61 gr/lb Heating Summary Sensible.Cooling Equipment Load Sizing Structure 17848 Btuh Structure 17520 Btuh. Ducts 5654 Btuh Ducts 8536' Btuh Central vent(O.cfm): 0 Btuh Central vent(0 cfm) 0 Btuh Humnone idification 0 .Btuh Blower e) 0 Btuh Piping 0 Btuh Equipment load 23503 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Infiltration Equipment sensible load 24753 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 3203 'Btuh Ducts 2318 Btuh Central vent(0 cfm) 0 Btuh Heatingg Cooling (none) Area(ft2) 1446 .1446 Equipment latent load 5521 Btuh Volume(ft') 12511 12511 Air changes/hour 0.45 0.23 Equipment total load 30274 Stuh Equiv.AVF(cfm) 94 48 Req. total capacity at 0.70 SHR 2.9 ton Heating.Equipment Summary Cooling Equipment Summary Make . Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model 25HBC536A*030 Cond 25HBC536A*030 AHRI ref 7914585 Coil FX4DN(B,F)037 AHRI ref 7914585 Efficiency 8.5 HSPF Efficiency 12.0 EER, 15 SEER Heating input Sensible cooling 24360. Btuh Heating output 34600 .Btuh @ 47°F Latent cooling 10440. Btuh Temperature rise 27 OF Total cooling 34800 Btuh Actual air flow 1160 cfm Actual air flow 1160 cfm Air flow factor 0.049 cfm/Btuh Air flow factor 0.045 cfm/Btuh Static pressure 0.50 in H2O Static pressure -0:50 in H2O Space thermostat Load sensible heat ratio 0.83 f Capacity balance point 32 OF Backup: Input=7 kW, Output 23009 Btuh, 100 AFUE Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 2017-Apr-11 09:29:38 1- wrightsoft` Right-Suite®Universal 201717.0.14 RSU08101 Page 1 ..uick Calcs\Documents\THE GRAND CARLTON-1446.rup Calc=MJ8 Front Door faces: N 9 1 wri htsoft Ri 'ht @ Worksheet Job: 9 g Date: Entire House By: QUICK CALCS, INC. 317 ST.LUCIE LN.,FT.PIERCE,FL 34946 Phone:772-466-6799 Fax 772-466-6796 Email;QUICKCALCS�01-.COM 1 Room name Entire House BEDROOM 2 Exposed wall 156.2 ft 49.0 ft 3 Room height 8.7 ft d 8.0 ft heaUcool 4 Room dimensions 1.0 x 297.0 ft 5 Room area 1445.5 ft2 297.0 ft2 Ty Construction U-value. Or HTM Area (ft2) Load Area (ft2) Load number (Btuhlft;°F) (Stuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) . Heat I Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 00 503 6 1862 1184 2886 4 183 _4A5 tom 0 770 n 21•,.56 19.31 38 0 815 730 .` 0: 0 11�! 13A4ocs 0.143 a 4.00 2.55 128 83 333 212 0 0 0 0 �Cp 1A-c1om 1.270 a 35.56 97.29 24 2 848 2082 0 0 0 0 11 11DO 0.390 a 10.92 11.31 21 21 229 238 0 0 0 0 V11 3A flocs 0.143' se 4.00- 2.55 34 34 136 86 : 0 0 0: 0. VV 13AAocs 0.143 s 4.00 255 360 353 1414 899 216 216 865 550 ►—G IA-c1om 1.270 s 35.56 34.77 7 7 247 241 0 0 0 0 13A flocs 0143 W', 400 2 55 310 237 949 603 104 72 288 183 1A-c1om 1 270 w_: 35 55 5521 32 2 1140- 1770 32 2 1140 1770: 4A52om 0770 .w 21.56 1931 41; 41 880 788 A 0. 0 .:1. 0 P 12C-0sw 0.091 2.55 1.28 192 192 489 246-" 0,_ 0 0 0 0 032_ = 0 90; 2;32 1446 -1446 1295 3354 ;:. 297';. 207 - �266 689 F, 2?A tpl 0.989 - 27.69 0.00 1446 156 4325 0 297 49 1357 0 6 c)AED excursion 918 627 Envelope loss/gain 14961 13349 4204 4003 12 a): Infiltration . 2887 791 848 232 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 6 1380 3 .690 Appliances/other 2000 0 Subtotal Qines 6 to 13) 17848 17520 5053 4925 0 0 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 17848 17520 5053 4925 14 .Subtotal 32% 49% 5654 8536 32% 49% 1601 2400 15 Duct loads Txn' l room load 23503 26056 6653 7325 equired-(co 1160 1160 328 326 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2017-Apr-11 09:29*38 P. - wrighttsoft`' Right-Suite®Universal 2017 17.0.14 RSU08101 Page 1 ulck Calcs\Documents\THE GRAND CARLTON-1446.rup Cale=MJB Front Door faces: N A. wry�9 htsoft® Ri ht-J®Worksheet Job: .. g Entire House Date: QUICK CALCS, INC. By: 317 ST.LUCIE LN.,FT.PIERCE,FL 34946 Phone:772-466-6769 Fax 772-466-6796 Email:QUICKCALCS ,AOL.COM" 1 Room name WIC KITCHFsI 2 .E)gxised wall O ft p.ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 6.0 x" 9.0 ft 1.0 x 1720 ft 5 Room area 54.0 ft2 1720 ft2 Ty Construction U-value Or HTM Area (ft2) Load .Area ft number (Btuh/ft2-°F). (Btuh/ft2) or perimeter (ft2) Load ( ) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross WKS Heat Cool Gross N/P/S Heat Cool 6 13A-0ocs,+ 0:143 rt 4,00' 2.55 0 0 0 0 .', 0; n..` 21:56' 19:31' ... 0 0 0 0.. 0 13AAocs 0.143 a 4.00 2.55 0 0 0 0 0 0 0 0 IA-c1om 1.270 a 35.56 87.29 0 0 .0 0 0 0 0 0 11 _ 11D0 0.390 a 10.92 11.31 0 0 0 0 0 0 0 0 W 113A s- 0.143 se 4.00 2.55 0 0 0.: 0 0 0 : -0 0 W 13A�ocs 0.143 s 4.00 255 0 0 0 0 0 0 0 0 t-G 1Aclom 1.270 s 35.56 34.77 0 0 0 0 0 0 0 0 13A�oc§ 0.143 w 4.60 255 -0 0 0 0 0 0• =0 0 1A-c om 1.270 w: 35 5fi 55 21: 0 0 0. 0 0 0 0 0. 4A5 tom 0:77,0, w.- 21;56 19r31 0, 0 r 0. :. .0 0. P 12C-0sw 0.091 -_ 2 55 128 0 0 0 0 64 64 163 82 C 96A 30md: 0`032. 0 90 2 32 54, 54 _. 48 .: 125,:: _. '1172 -.172 F 22A tpl . 0,989 - 27.69 0.00 54 0 0. 0 172 0 0 0 6 c)AED excursion- -9 -170 Envelope loss/gain 48 117 317 311 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 0 20M Subtotal Oines 6 to 13) .48 117 317 2311 Less external load 0 0 0 0 Less transfer 0 .0 0 0 Redistribution 0 0 0 0 14 Subtotal 48 117 317 2311 15 Duct loads 32% 49% 15 57 32a/a 49% 100 1126 Total room load 64 174 418 3437 Air required(cfm)" 3 8 21 153 Calculations-approved byACCA to meet all requirements of Manual:J Sth Ed. wrightsoft� 2017-Apr-11 09:29:38 Right-Suite®Universal 2017 17.0.14 RSU08101 Page 2 ...uick Calcs\Documents\THE GRAND CARLTON-1446.rup Calc=MJ6 Front Door faces: N -f -wrightsoft° Right-M Worksheet -Job: Entire House Date: QUICK CALLS, INC. By: 317 ST..LUCIE LN.,FT.PIERCE,FL 34946 Phone:772-466-6799 Fax 772-466-6796 Email:QUICKCALCS AOL,COM 1 Room name BATH BEDROOM 2 3 .Rm� I height 8.0 ft 5.0 ft heat/cool_ 8.0 ft 34.2 ft heat/cool 4 Room dimensions 9.0 x 5.0 ft 1.0 x 203.5 ft 5 Room area 45.0 ft' 203.5 ft' Ty Construction U-value. Or HTM Area (ftz) Load Area (ft') Load number (Btuh/ft-°F): (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool. Gross NIP/S Heat Cool Gross WP/S Heat Cool 6 13A Qocs 0143 n` 4 00'; 2.55 40 40 160 102 128 128';> 513 326, 4A5 tom 0 770 ,n'- 21.56 19:31. 0 0 :. .. 0 0 : 0 0> 0 �"o VI! 13A4ocs 0.143 a 4.00 2.55 0 0 0 0 80 56 225 143 I�-GD 1A-c1om 1.270 a 35.56 87.29 0 0 0 0 24 2 848 2082 11 11130 0.390 a 10.92 11.31 0 0 0 0 0 0 0 0 "W 13A40cs 0143' se 4:00 2:55 0 0 0 0 34 -34 136 86 1N 13A4orn 0.143 s 4.00 255 0 0 0 0 32 32 128 81 l--C 1Aclom 1.270 s 3556 34.77 0 0 0 0 0 0 0 0 1M4ocs o.143...,w ; 4.00 2.55 0 0 0 0 0 0 0 :0' 1Ac1om 1270 w:: 3556. 5521 0 0 0 0 0 0- 0 0; 4A5 tom OT/0 w 21.56.. 19.31 0 0 0 0 0 0:' 0 0. P. ;12C-0sw.., 0.091, - 2.55 1.28. 0 0 0 0 0 C . 16A 30md .; 0032-- 090 232 :46 45 " 40 104 0 0 0 204 1t32, 412, F 22A tpl_ 0.989 - 27.69 0.00 45 5 138 0 204. 34 946 0 ew 6 c)AED exursion -16 -85 Envelope loss/gain 339 190 2978 3106 12 a) Infiltration . 87 24 593 162 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 MO Appliances/other 0 0 Subtotal Pines 6 to 13) 425 214 '3571 3498 Less wdemal load 0 0: -0 0 Less transfer 0 .0 0 0 Redistribution 0 0 0 0 14 -Subtotal 425 214 3571 3498 15 Duct loads 32% 49% 135 104 32% 49% 1131 .1704 Total room load 560 318 4702 5203 Air required-(cfm). 28 14 232 232 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. . - wcighltsoft' 2017-Apr-11 09:29:38 Right-Suite®Universal2017 17.0.14 RSU08101 Page 3 uick Calcs\Documents\THE GRAND CARLTON-1446.rup Calc=MJ8 Front Door faces: N - -wrightsoW Right-M Worksheet Job: Entire House Date: QUICK CALLS, INC. By. 317 ST.LUCIE LN.,FT.PIERCE,FL 34946 Phone:772-466-6799 Fax 772-466-6796 Emaii:QUICKCALCS AOL.COM 1 Room name LAUNDRY GREAT/DINING 2 Erraosed wall 6.0 ft 47.0 ft 3 Room height 8.0 ft heat/cool 9.8 ft heat/cool 4 . Room dimensions 7.0 x 6.0 . ft 1.0 x 526.0 ft 5 Room area 42.0 ft2 526.0 W Ty .Construction U-value Or HTM Area (ftq Load Area (W) Load number (Btuhlft;°F) (Btuh/ft2) or perimeter (ft) (Btuh). or perimeter (ft) (Btuh Heat Cool Gross N/P/S Heat Cool Gross WP/S Heat Cool 6 ?yJ 13A�ocs 0;143 n , 4,00; 2 55 0 0 0 .. 0 ;;. . 255 217 ;869, 552 �G 4A5 tom. 0}770 n 21 56. 19`31, 0 0 0 A 38. 0 815: .: ", 730' 13AAocs 0.143 a 4.00. 2.55 0 0 0 0 0 0 0 0 1A-clom 1.270 a 35.56 87.29 0 0 0 0 0 0 0 0 11 11DO 0.390 a 10.92 11.31 0 0 0 0 0 0 0 0 W 13AAocs 0.143 ,se 4:00 255 0 0 0 0 0 0 .0 0 Vi! 13A-4ocs 0.143 s 4.00 255 48 48 192 122 0 0 0 0 -a 1Ac1am 1.270 s 35.56 34.77 0 0 0 0 0 0 0 0 13A46ds 0.143 w 4.00 255 0 0 0 .0 206 165 661 420. 1Ac1om 1:270 w 35 56 55.21 0 0 t) 0 0 0 0 `0 4A5 tom .0:7/0: w 21 56: 19:31 '0 0 0.:. 0 - 41 .. 41 S . 788 P 12C-Osw- 0.091" - 2.55 .1.28 56 56 143. 72 0 , 0 0 0 tC . ::76A 30mcJ .-`c: '.. eb32 0 90 2 32 42 -42 36 : 97 526 526;`- 471' 1220 F 22A tpl 0.989 - 27.69, 0.00 42. 6 166 0 526_ 47 1302 0 4. 6 c)AED a)cursion -22 W8 Envelope loss/gain 539 2701 4997 4379 12 a)' Infiltration 104 28 997 273 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 2 .460 Appliances/other 0 0 Subtotal(lines 6 to 13) 643 298 5994 . 5112 Less odemal load 0 0 0 0 Less.transfer 0 0 0 0 Redistribution 0 0 0 0 14 .Subtotal 643 298 5994 5112 15 Duct loads 32% 49%1 204 145 32% 49% 1899 2490 To room load 846 443 7892 7602 Air required(cfm) 42 20 1 1 3901 W8 Calculations approved byACCA to meet all requirements of Manual J_8th Ed. .� Wrightsaft 2017-Apr-1109:29:38 A Right-Suite®Universal 2017 17.0.14 RSU08101 Page 4 :nick CalcsMocuments\THE GRAND CARLTON 1446.rup Calc=MJ8 Front Door faces: N - wrightsofta Right-M Worksheet Job: Entire House Date: QUICK CALCS, INC. By. 317 ST.LUCIE LN.,FT.PIERCE,FL 34946.Phone;772-466-6799 Fax 772-466-6796 Email:QUICKCALCs@AOL.COM 1 Roam name FOYER M.BATH 3 Roomedheightl 8.0 ft 7.0 ft heat/cool 8.0 ft 8.0 ft heat/cool 4 Room dimensions 1.0 x 50.0 ft 7.0 x 8.0 ft 5 Room area 50.0 ft2 56.0 ftz Ty Construction U-value Or HTM Area (ft- Load Area Load number (Btuh/ft--°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 :. 13A�ocs 0:143 n.. 4 00;' 2 55` 8 8 32 20 0 : . '0 0 0 4A5 tom 0770 n: 21 56: 19 31;' . 0 p p 0 0: 0: 0.. 0. 13A4ocs 0.143 a 4.00 Z55 48 27 108 69 0 0 0 0 1Aclom 1.270 a 35.56 87.29 0 0 0 0 0 0 0 0 11 11DO 0.390 a 10.92 11.31 21 21 229 238 0 0 0 0 W.:: -.13A46cs 0.143 se. .4.00 2.55 0 0 0. 0 0 0 (y 0 13AAocs 0.143 s 4.00 Z55 0 0 0 0 64 57 228 145 t-C 1Aclom 1270 s 3556 3477 0 0 0 0 7 7 247 241 13A4ocs 0143 w_. 400: Z55 0 0 0 0 0 0 :0 -0. 1A c1om 1 276 w 35.56: 55 21_. 0 0 0 -0 0 0.. 0: 0. 4M5 om a):770 w:,' 21 58. 19 31.; 0 0;. 0 0 <0 p. P 12C-0sw 0.091. - 2.55 1.28 .72 72_ 183 92 0 0 0 0 C , :16A-30md: 02032':__ 0 90: 2;32 50 50 ;. 45 116 56 56' 50 ; :130 F 22A tpl 0..989 - 27.69 0.00 50 7 194 0 56 8 222 0 e. 6 c)AED a)cursion- -39 -38 Envelope loss/gain 792 496 747 478 12 a) Infiltration 121 33 138 38 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) 913 529 885 . 516 Less e)demal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 .Subtotal 913 529 885 516 15 Duct loads 32% 49% 289 . 258 32% 49% 280 251 !FTTotal room load 1202 787 1166 768 A!r required(cfm) 59 351 1 58 34 Calculations approved bVACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2017-Apr-11 09:29:38 Right-Suite®Universal 2017 17.0.14 RSU08101 Page 5 ...uick Calcs\Documents\THE GRAND CARLTON-1446.rup Calc=MJ8 Front Door faces: N - - wrightsoft° Duct System Summary Jo Entire House By: QUICK CALCS,INC. 317 ST.LUCIE LN.,FT.PIERCE,FL 34946 Phone:.772-466-6799 Fax 772-466-6796 Email:QUICKCALCS@/\OL.COM Project • • For: THE GRAND CARLTON WYNNE DEVELOPMENT,.FT. PIERCE, FL Heating. Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.50 .in H2O 0.50 in H2O Supply/return available pressure 0.250/0.250 in H2O 0.250/0.250 in H2O Lowest friction rate 0.285 in/100ft 0.285 in/100ft Actual air flow 1160 cfm 1160 cfm Total effective length.(TEL) 176 ft Supply Branch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk BATH h 560 28 14 0.364 4.0 Ox0 VIFx 22.4 115.0 st1 BEDROOM 2 h 4702 232 232 0.360 7.0 Ox 0 VIFx 23.9 115.0 st1 BEDROOM-A h 3327 164 163 0.300 6.0 Ox0 VIFx 31.8 135.0 st2 BEDROOM-B h 3327 164 163 0.285 6.0 OxO VIFx 40.6 135.0 st2 FOYER h 1202 59 35 0.505 4.0 ox0 VIFx 4.0 95.0 GREAT/DINING h 3946 195 169 0.300 7.0 ox0 VIFx 31.8. 135.0 st2 GREAT/DINING-A h 3946 195 169 0.300 7.0 Ox0 VIFx 31.8 135.0 st2 KITCHEN c 3437 21 153 0.379 .6.0 Ox 0 VIFx 17.0 115.0 st1 LAUNDRY h 846 42 20 0.361 4.0 Ox0 VIFx 23.3 115.0 st1 M.BATH-A h 768 58 34 0 0 ox0 VIFx 0 . 0 wic c 174 3 8 0.309 -4.0 OxO VIFx 27.0 135.0 st2 Supply Trunk Detail • - Trunk Htg. Clg Design Veloc Diam H x W Duct Name Type (cfm) (Cfm) FR (fpm) (in) (in) Material Trunk st2 Peak AVF 721 672 0.285 918 12.0 0 x 0 VinlFlx st1 st1 Peak AVF 1043 1091 0.285 1020 14.0 0 x 0 VinlFlx k �J}�-- Wrl htsoft� 2017-Apr-11 09:29:38 'r' 9 Right-Suite®Universal 2017 17.0.14 RSU08101 Page 1 ...uick Calcs\Documents\THE GRAND CARLTW1446.rup Calc=MJ8 Front Door faces: N 1 Return Branch Detail Table Grille Htg Clg . TEL Design Veloc Diam H x W Stud/joist Duct Name Size(in) (cfm). (cfm) (ft) FIR (fpm) (in) : (in) Opening(M) Matl: Trunk rb1 NO 1160 1160 0 0 0 0 Ox 0 VIFx wri htsoft' 2017-Apr-11 09:29:38 f 9 Right-Suite®Universal 2017 17.0.14 RSU08101 Page 2 ...uick Calcs\Documents\THE GRAND CARLTON-1446.rup Calc=MJ8 Front Door faces: N :f FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: THE GRAND CARLTON Builder Name: WYNNE DEVELOPMENT�j Street: WYNNE DEVELOPMENT Permit Office: ST.LUCIE COUNTY i'fle Copy City,State,Zip: FT. PIERCE FL Permit Number: Owner: 0 . 1 `k �� � C Jurisdiction: L Design Location: ,West Palm Beach County:: ST.LUCIE COUNTY(Florida Climate Zone 2) 1. New coi,'struotion or existing New(From Plans) 9. Wall Types(1437.3 sqft.) Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Ext Insul, Exterior R=4.1 1250.00 ft2 b.Frame-Wood, Exterior R=11.0 187.33 ftz 3. Number of units, if multiple family 1 c.N/A R= ftz 4. Number of Bedrooms 2 d. N/A R= ftz 5. Is this a worst case? Yes 10.Ceiling Types (1446.0 sqft.) Insulation Area a. Under Attic(Vented) R=30.0 1446.00 ft2 6. Conditioned floor area above grade(ft2) 1446 b.N/A R= ft2 Conditioned floor area below grade(W) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(139.2 sqft.) Description Area a.Sup:Attic, Ret:Attic,AH:Attic 6 320 a. U-Factor: Dbl, U=0.54 99.23 ft2 SHGC: SHGC=0.25 b. U-Factor: Dbl, U=0.55 40.00 ft2 12.Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a.Central Unit 34.8 SEER:15.00 c. U-Factor: N/A f12 SHGC: 13. Heating systems kBtu/hr Efficiency d. U`Factor: N/A ft2 a.Electric Heat Pump 34.8 HSPF:8.50 SHGC: Area Weighted Average Overhang Depth: 3.586 ft. Area Weighted Average SHGC: 0.250 14.Hot water systems 8. Floor-Types (1446.0 sqft.) Insulation Area a. Electric Cap:40 gallons a.Slab-On-Grade Edge Insulation R=0.0 1446.00 ft2 b. Conservation features EF:0.970 b.N/A R= ft2 None c.N/A R= ft2 15.Credits Pstat_ Glass/Floor Area: 0.096 Total Proposed Modified Loads: 53.72 PASS Total Baseline Loads: 54.66 I hereby certify that the plans and specifications covered by Review of the plans and 151�0AE S ,q?, this calculation are-in compliance with the Florida Energy specifications covered by this I��.� _ �0, Code. calculation indicates compliance vj`�iii,fJ with the Florida Energy Code. I;:, ''•;-;=�`,'�;:•.��,ti O� PREPAR' D Y: Before construction is completed _ " C7 DATE: , this building will be inspected for 0 I,N�11 a compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. COD W6" � OWNERM T:� ��� BUILDING OFFICIAL: DATE: "l - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with R403.2.2.1. ; S -Compliance requires an Air Barrier and Insulation Inspection Checklis 4 I e leakage test report in accordance with R402.4.1.2. 4/3/2017 6:36 AM EnergyGauge@)USA-FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: THE GRAND CARLTON Builder Name: WYNNE DEVELOPMENT Street: WYNNE DEVELOPMENT Permit Office: ST.LUCIE COUNTY City,State,Zip: FT.PIERCE, FL, Permit Number: Owner: Jurisdiction: Design Location: FL,West Palm Beach COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air-permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings,drop down stairs or knee wall doors.to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed._ The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above-garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently ,attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub-floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 4/3/2017 6:36 AM EnergyGauge@ USA-FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 i FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 98 The lower the EnergyPerformance Index, the more efficient the home. WYNNE DEVELOPMENT, FT. PIERCE, FL, 1. New construction or existing New(From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Ext Insul,Exterior R=4.1 1250.00 ft2 b.Frame-Wood,Exterior R=11.0 187.33 ft2 3. Number.of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms 2 d.N/A R= ft2 5. Is this a worst case? Yes 10.Ceiling Types Insulation Area a.Under Attic(Vented) R=30.0 1446.00 ft2 6. Conditioned floor area(ft2) 1446 b.N/A R= ft2 7. Windows" Description Area c.N/A R= ft2 11 Ducts R ft2 a. U-Factor: Dbl,U=0.54 99.23 ft .2 SHGC: SHGC=0.25 a.Sup:Attic, Ret:Attic,AH:Attic 6 320 b. U-Factor: Dbl, U=0.55 40.00 ft2 SHGC: SHGC=0.25 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a.Central Unit 34.8 SEER:15.00 $HGC: d. U-Factor: N/A ft2 13. Heating systems kBtu/hr Efficiency SHGC: a.Electric Heat Pump 34.8 HSPF:8.50 Area Weighted Average Overhang Depth: 3.586 ft. Area Weighted Average SHGC: 0.250 8. Floor Types Insulation Area 14.Hot water systems 2 a.Electric Cap:40 gallons a.Slab-On-Grade Edge Insulation R=0.0 1446.00 ft EF:0.97 b.N/A R= ft2 c.N/A R= ft2 b. Conservation features None 15.Credits Pstat I certifythat this home has complied with p the Florida Energy Efficiency Code for Building T><IEsp Construction through the above energy saving features which will be installed (or exceeded) 0 = Apt in this home before final inspection. Otherwise, a new EPL Display Card will be completed �,,;'''�' '�.o'r+ based on installed Code compliant features. �o Builder Signature: Date: Address of New Home�S �\ Qqe* City/FL Zip' cob WE 3k-Aq-S2 *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage(EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. • 4/3/2017 6:36 AM EnergyGauge@ USA-FlaRes2014 -Section R405.4.1 Compliant Software Page 1 of 1 I Flle Copy Gulf Coast Supply and MFG 5v Crimp Metal roofing FL 411651.12 GuIF Coast Supply end MFG Sv Crimp Metal roofing FL tt11651.12 TERMITE TRE�,T NT REQUIRED 26 ga. Sv crimp metal roofing attached to plywood deck using #9 x Ls" 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5 wood screws with sell' sealing washer at 12" o.c. max spacing over ASTM D wood screws with self sealing washer at 12" o.c. max s acing over ASTM D (type 2) 30 lb felt underlayment Installed with min. 4' side laps and 6" end (type 2) 30 Ib felt underlayment Installed with min. 4P aide laps and T end CONCEALEDFASTENERSO ATTACHMENTS laps fastened with corrosion resistant tin caps and with I 5" ring shank nails laps Fastened with corrosion resistant tin caps and with 1.25' ring shank Halls spaced 6" o.c. at all laps and two staggered rows 12" o.c. field. Attach spaced 6' o.c. at all laps and two staggered rows 12" o In field. Attach ARE THE RESPONRIL OF THE deck to trusses using attachment detail on this sheet deck to trusses using attachment detail on this sheet CONTRACTQR OF CORD ALL MANUFACTURES LABLES 8 10WING U FACTORS AND SHGC COMP E WITH FBC ENERGY CODE N JST REMAIN ON ALL DOORS AND W DOWS 12 ,4 SLOPE SLOPE I UNTIL INSPECTONSARE APP OVED 4 OL e'-1" T.O.B. 2„ 2„ 2„ 0 H. H. p . © .H. ' O 5/8" thick light textured stucco ® o On typlcal concrete 5/8" thick x 8"w cut O block construction coral finished stucco bands P El 0'-0" = Finished Floor - - - - - - - - - - - - - - - - - - - - - O'-O" = Finned FI o WGfiI( OIL — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —L L —_J_ _ — — — — — — — — — — — LPRGFO5"O mil mil so- on l i"ito-vil topTFLi a ARE SUBJECT T ANY CORRE TIONS 5/8" thick x 8"w cut Finish Columns with 5/8" thick light textured Finish Columns with REQUIRED BYfI@LDINSPECT IS THAT coral finished stucco bands 5/8" thick cut coral stucco on typical concrete 5/8" thick cut coral ,: �A�®ENECESSP.RYINOR RTO' finished stucco bands block ccnstruction finished stucco bands COMP�`�.ENEC+LL:AppaIC- CODE$.`' LEFT ELEVATION REAR � L � V ,� T101�1 __. SCALE: I/4' = I'-O" � L E Y A T I O I �l NOTES : SCALE: I/4" = i'-O" � ���"Vl`�� ST. LI CTV rnlnNTy 111'I1nr nT,,1SION — Overhangs at I ' RFV(F1�cJFUp, -(iSPL(a.�,� : — Ou unless otherwise noted on Roof Plan HGIiL ; Gulf Coast Supply and MFG 5v Crimp Metal roorin FL #11451.12 DATE �V 0 — R oof pitch a t -4 :12 unless otherwise noted 24 ga. 5v crimp metal roofing attached to plywood �eck using 49 x 1.5" Vi.' R.�D PERMIT -NIUST RE " 'PI'GN SOn _ //�� wood screws with self sealmc washer at 12" o.c. max spacing over ASTM D Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451.12 Any changes to this plan shall be submitted to the architect (type 2) 30 lb felt underlaiment installed with min. 4 side laps and L" end 24 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" laps fastened with corropsion resistant tin caps and with 1.25" ring shank nails wood screws with self sealing washer at 12" o.c. max spacing over ASTM D f Or approval in writing prior to starting construction. deck t o tr�ssesat using lattacard 4mentodstaetaig one�h s sheet °'c. in field. Attach (type 2) 30 lb felt underlayment installed with min. 4' aide laps and 6" end //�� 9 l laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails — Return ALL L Stucco Bands into Window Or Door. spaced L" o.c. at all laps end two staggered rows 12" o.c. in field. Attach deck to trusses using attachment detail on this sheet 1/8" Thick cut coral stucco over paper backed wire lath nailed to substrate through one layer of 15 lb felt using 8d nails. Substrate to be 19/32" COX Filgwood nailed at L" o.c. in field and edges with IOd ring shank galvanized nails into truss webbing. 12 12 SLOPE 4 SLOPE 4 8'-I" T.O.B. 2" 12„ e'-I' T.O.B. .H. � ®..® ® ., H. 12" 5/e" thick x 8"w cut 2" H. coral finished stucco bands H. ® ® ® ® /8 t 8 w 5 hick x cut ® 3 IO °® � coral finished stucco bands 3 5/8" thick x 8"w cut coral finish. stucco bands 5/8" thick light textured stucco on typical concrete ® � block construction — - - - - — — — — — — — — — — — — — - - — — — — — — — — — — — — — — — - - - - - - - - - - - - - 0' 0" = Finished Floor Garage Finished Floor OIL - - - - - - - - - - - - - Finish Columns with 5/8" thick cut coral 5/8 thick fight textured -0'-4" A.F.F. finished thick stucco bands stucco on typical concrete block construction RIGHT ELEVATEOil 1= RON7 ELEVATION SCALE: 1/4" = P-O" SCALE: 1/4" = I'-On ALL CONTRACTOR WARRANTIES BEGIN WHEN THE CLOSING OCCURS BETWEEN THE BUYER AND WYNNE BUILDING CORP. Product Approval Submittal Affidavit AND WILL �.ONTINUE FOR ONE YEAR FROM THAT DATE 2" x 4" top plate I/2" drywall ceiling on truss bottom cord g Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows & Sk7lighta TESTPERMITTING INFORMATION (FORM 100) Design Pressure Florida Building Code Residential: 5th Edition and ASCE 1-10 for Wind Loading [[KopeninaSch product Model Manufacturer Glass Attachment method Espeixati°n of Approved Teats*, *Hai t Dot Building Design is:Enclosed Risk Categor : II Wind Velocity: IL5 mph ultimate roe sac garnerendo u ter throuhP �i,ck intoMYid f2 F-I " -1 Sin le Hun Series 185 Mi Windows rdi.a cnu .au eemtmnng .m 2.s" edge distance in .tractadherence ± 60 psiMean oof eight: ��I -O Roof Pttch: 4:12 g 9 and doors to the prodct ap waL Internal Pressure D:oe`ficcient: ±O-Ie fINWISx to canarste ee wit a artOverhead Model 824/811 es ber 8vart�sheaa�s 31W x c My HLC sissy. anthem K e• e.c. SubJectabdity to damage from: Weathering: Negligible Termites: Very Heavy 9 -4" max. width DAB 0 6�4°t a 5ieuo�t Kd::"`m° iecth°�e� c t..n°Yekerw 10-9-21 + 50.0/-40.0 psf Garage Door IC-O" max height R d IS' .es. eae.x. - GC to aucty edhara to preduet approval Width of Roof End Zone: 3'_4" Wind Speed: I45 mph ultimate row. t. Wind Exposure Classification: C rri. 2,nElco I/4' din. tapcon with min 1.25" embedment at 3" max 1/2" drywall on Adjustment factor for Exposure Height: 1.21 x 0.4 nn 0.124 ASO da lggn : ITCH B FLU 1LL14.1 Fiberglass smoDweoth Pro/ Jeld-Wen from comes and 1�.5' o.c. max thereafter in heed end samba. + 50.0 PSF 2" x 4" studs at IL" o.c. Load Combination: ASCE 1-10 Section 2.4 OL+LL; DL+O.LWL; O.LDL+O.ii Sliding Glass Mi Windows roe eac� n.r end co°e° , �a�Ia row tReerestra oihat 1 me" Components t Cladding Wind Pressure (NET) Roof Zone: I. +20.L/-32.6 oaf C FL# 15332.2 Series 420 PT Suck iota solid filled CM11 wail meinteimno min 2.5' edge distance + 48.2 PSF Roof Zone: 2. +20.L/-51.0 psf Door and doors in strict adherence to the roduct a ravel. - Roof Zone: 3. +20.4/-84.0 pal TEST Components t Cladding Wall End Zone Width: '-4" Design Pressure Components t Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-36.1 p _ Product NOA/FL Model # Manufacturer Attachment Method Dffaltion B NUMBER Date of Approved Tests P 9 sf Roof Zone I For CMU use (2) 1/4' x 2 3/4' tapcons with min 1 1/4' embedment Wail Zone: 5. +35.8/-41.8 psf Walls Zone 4 CM-18531 Mi Windows penetration into each Mug Clip. Attach mull to clip using (4) #10 x 1.25^ + 118.9 PSF Components t Cladding Wind Pressure (NET) on Garage Door:+32.0/-40.3psf Mullions FL# 15353.8 vertical mullion and doors eelP tapping .tree. per dp m shorn in product approval. _ Shear Walls Considered For Structure? Yea Continuous Load Path Provide es = Roof Zone 2 d? Wal is Zone 5 2L a. 5v crimp natal roofing attached to plgwood deck using 49 x I.5" babe-board 2" x 4" P.T- bottom plate Are Components en Cladding Det Provided?Yes EN1D ZONE Roof 5V Crimp a,� Minimum Soil Bearing Pressure: pot. Presumptive: X By Teat: psi FL# IIL51.12 Gulf Coast Supply w straws with self nderla washer at 12' with max slide over ASTM D Metal Roofing laps st ne with fait underlegmsit installed tin upth min. it side laps end G" end and manufacturing lap. fastened eith corrosion resistant tin cap. end with 1.25" ring .hank minis - 108.5 PSF '- = , � i +�; This Budding Shall Have the Following: Corner Zones sppaced L o.c. at all laps and two staggered rows 12" o.c. in field. Attach ' ' APPROVED &HITTERS: X IMPACT GLASS: BOTH: NEITHER: - Roof Zone 3 Back to trusses using attachment detm on roof plan 4" concrete slab with 4 mil ebh OR ROOF LIVE LOAD: 31 of ROOF DEAD LOAD: 10 sf 6"xd" #10/10 WWM on L mil Viequeen over P p Siding Stucco on Block *I clean compacted termite treated fill FLOOR LIVE LOAD: �5 psf FLOOR DEAD LOAD: 1O al Model T4 12" vented Install using 2' x 2' battens at L' ox, screwed to soffit framing using +55.0/-35.0 PSF Interior I�l on— B e a r I n q P a r t I t 1 o n I J Soffit FL# 12198.3 Vinyl Soffit Kagcan Us x 3" w000d screws at each truss. Instalk nails with l soffit to battens using nt5 JOB B A D D R E S S : \q Hurricane 24 Gauge Global Protection Install using 1/2"Storm Panels dia. solid set lead anchors with 1/4" die.-20 x 1.5" Panels /� FA FI# 15016.2 Products LLC long 5he bottom and 13" o.c. at the top screw heed combo. with Neoprene washer et 12 1/2" o.c. .Along the + 45.0 PSF Braden It Braden A1I,4 W ( nne Building Corp. Date Drawn 114 10-18-16 Product rawn Revisions Sheet Comm # Architects - Planners 411 S.E. Coconut Avenue GARAGE Drawn by: Approval Revision 1 I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record ) Tel : (712) 287-8258 T � & G r d r d Carlton RIGHT 4-4-11 Plan I _ 12 — 2 7 Fax : (112) 281-8283 C.C .U. review revis E—mail: bradenaiascomcast.net S Lakes Checked by: Stuart, FL 34994 UAAC000032 St,t• L Luucre County Florida OF 5 FLOOR FLAN � CRASH POST DETAIL AREA CALCULATIONS TYPICAL NOTES: SCALE 1/4" = 1'-O" N.T.S. Living A/C = 1446 sq. ft. 2° 8'-6° ° �+i e CO I. Contractor to verify ALL notes and dimensions prior t0 steel high by 4" diameter Front Porch _ 141 Sq. ft. py steel crash post. Floor Rear Porch 200 S ft. 2 proceeding With work_ Flange with 4 - to Q• ° 2. Contractor to STRICTLY enforce ALL OSHA Requirements. expansion bolts Into O0 00 00 slab (3/8"t 50 ksl steel plate) Csarage = 321 Sq. ft. E ° EGRESS 3. ALL Lumber to be used as Beam, Rafters, etc... to have Total Under Roof= 2108 sq. ft. a minimum 1,400 P.S.I. fiber stress. ` 4. NO dissimilar metals t0 touch. 2'/d' 2%z" 12" x 1r concrete column block filled " rz° yz, with concrete and (2) # 1 bars vert. teed 5_ ALL Concrete used for slabs shall be min. 2,500 PSI concrete. E ,p p into lintels above ALL Concrete used for vertical filled cells, coat. tie beams etc.. to 0 2" VTR o Q Covered Porch shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix �3/8" 4 2'r," v - , 6. Drywall at ceilings shall be leveled and attached to bottom chord a of trusses with screws per FBC R702.3.5. o 0 12'-B° ❑ ,., 1. ALL wood in contact with concrete shall be pressure treated. ° 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 21' VTR 9. ALL plumbing fixtures to be low flow. Master ' I JiL EE E E ° E 10. Contractor to Provide Drain at water heater in accordance Bath i I I E _ with the current edition of the Florida Plumbing Code. IL i I © MASTER � E _ II_ Contractor to Provide a 2'-8" wide door at one bathroom for 2'r;' 2'/�" Lam. i 8'-O" to 9'-I " A.F.F. BEDROOM W handicap accessibility requirements. r,' `„ y;' 4• 1 2' VTR to Vaulted Ceiling 8'-O" A.F.F. 12. Lowest finished floor to be set by Governing Building Department is i JL Flat Ceding tn- surveyor to set in field. I R T E `� 13. Separation between residence and garage shall be per FBC R302.1 2 3" RgOM shwr. p 14. Door between garage and residence shall be 1-3/4"t 20 min. rated door Kit. sink w.H. = Water Heater Kitchen 2" i O I N 15. Wall and Ceiling shall have a flame-spread classification of not greater than 200 per FBC R302.9.1 Lev. I I i9'-e" Rod Shelf O 16. Wall and ceiling finishes shall have a smoke-developed index of not greater than 450 per FBC R302.9.2 E G'- " 4' L'-o" 17. All exposed attic Insulation materials installed on attic floors shall have a critical radiant i" x L" P.T. Buck Walled to Masonry Beam 3• I l Vanity to e ° flux not less than 0.12 watt per square centimeter_ Exposed foam plastic insulation block with case hardened nails w.o. y 34Y2°high- materials exposed on the underside of the roof deck or on the attic walls shall comply prior to door attachmen N ry I I m With F.B.C. R316 - see permit info box of code edition Bath tt2 3 Shwr. ❑ H.B. 18. G(� sum board material shall conform to ASTM C36, C19, C415, C514, C630, C931 - ° - ' r C960, C1002, C104�,CII��f, CIIl8, C1278, C1�395, or C13"i and shall be installed c.o 8'-0° to 9'-B° A.F. . r' x L° knee-wall B L SET ❑ according to the following: (FBC R�102.3.5) T° Sep Vaulted Ceiling 1 bales counter top ec I O Mrr r ° Drywall Framing Max. spacing Ned sizing pptions For PLUMBING RISER DINING I l Thickness Location Orientation Member of fasteners g of dr wall into 0 0 Spacing installation Install SGD thru buck into q ROOM 1 D e 8" LRod Shelf LINEN P m wood Framin fl mem era block with 3/16" tap-con with I a s a / O ABINET ❑ O Maximum Nails Screws h 2" x min. thickness I I/2" penetration at L" o.c. max. ga i yr no CeilingPerpendicular 24" T" 12° 13ga 1 3/8" long with 19/44" head from each corner and 20." o.c. max Ow[ OR thereafter at head per product approval ® - 0.098" diameter x I I/4" long I" x 6" P.T. suck nailed to O Vanity to be i ✓ \ BAT ° w O annular-ringed or 5d cooler nail I i o OR block with case hardened nails ry 34 Y2"high ❑ F Walls Either 16" 8" 16° 0.080" ilia. x 1 5/8' long with Head prior to door attachment s O1 I'-D 3/4 9Y4" (•I") o I ( i Direction 15/44" head = O OR High Wall l 3 G psum board nail O.OB6" ilia. O 1 KITCHEN ❑ g ° I in x 15/ er 8" with 9/32" head. fixed door Perpendicular 24" �" 12" 13ga 15/8" long with 19/0" head Use 3/i4" tap conwith sliding door N - - Vverhair - - J OiFZ� throug rwall Ceiling P g -O A F.p. OR 11/2" penetration at L" o.c. max. I 0.098" diameter x 13/8" long from each corner and 20" o.c. max ° BFIat"Ceiling c_v annular-ringed or bd cooler nail Masonr Wall �� g thereafter at sill per product a proval y H.E . g 8„ - O - -0.092" da. xx 1 1/8" long with /2Either IL" IL' " Upper ce inets to ' 1„walls 8' I/4" head "'; ' " extend over Ref.DlrecUon ORBottom Track Typical Flooring Ln I Gypsumboard nail 0.0915" dia. ATH Qen . ix.r. 2 fillerc4 xl8" with 19/0" head. Sill Install SGD thru buck into - - block with 3/14" tap-con with v� p ' 4 O 19. ALL ceramic the surfaces installed shall conform to ASTM AIC'8.1 thru A108.10, Sliding Door Detail 'from penetration at L" o.c. max. _ a:ni from each corner and 20." o.c. max E O _ Rod_f_Shelf _ A108.1, A118.1, A118.3, A136.1 and A13�.1 thereafter at lambs per product approval Jamb `� r v I i E 20. Cement, fiber-cement or glass mat gypsum backers in accordance with ASTM At Masonry Wall NTS ,, �; e 4"0 Steal Sallardata elation A/C o C1288, C1325, OR C1118 and Installed I.A.W. manufacturers recommendations shall m I B n' a aatod n this sheet #I be used as backer for the wall tile in tub areas and wall panels In shower areas. > 2 Attic x 54" O A Aeesw Provide auto 21. Insulation including facings such as retarders or vapor permeable members installed Ind OW S C h e du I & - O a Q � L _ _ alit _ J closer E within floor-ceiling assemblies, roof-ceiling assemblies, wall, crawl spaces and attics _ B'-o° A.F.F. - ( 22" Shall have a flame spread index not to exceed 25 with an accompanying smoke Mark Size Rou h Open. Window Description PRESSURE ZONE Cos Flat Ceiling `P developed index not to exceed 450 When tested in accordance wit h ' ASTM E 84. I. 4'-5%"x 5'-3Is" 54/s"x 43i4" Single Hung ZONE 4 mco U N u'-G" L'-o" 4" m 15 Panel P Meter Insulation shall comply with F.B.C. R316- 2. 6'-2�s"x 5'-3 Ve" 15" x 63 Wp Single Hung ZONE 4 " E ;� SECOND 3. 2'-2" x 3'-2 I/2" 21%2'x 38%" Single Hung ZONE 4 BEDROOM EPERGEN Y /� GRESS GARAGE Gulf Coast Suppiy and MFG 5v Crimp Metal roofing FL #114SL12 4. 4'-5%"x 4'-2 %a" 54Ya"x 54y8" Single Hung ZONE 4 EO :T E❑° 8'-4" A.F.F.oil O E 26 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5" E Flat Ceiling r� wood screws with self sealing washer at 12" o.c. max spacing over ASTM D ype(t 2) 30 Ili felt underlayment Installed with min. 4' side laps and 6" end ALL Windows t0 be aluminum WIndOWS w/ tint p Ory ® N laps fastened with corrosion resistant tin caps and with 1.25" ring shank Malls and mullions per elevations. ❑ apaced L" o.c, at all laps and two etaggered rows 12" o.c. In field. Attach ° �` ° " deck to trusses using attachment detail on this sheet ALL WIndOWS t0 withstand pressures In permit info box On Sheet l EGRESS ALL windows in bathrooms to be tempered E r - ----� o Block wall in 1 1 All rough opening dimensions to be verified by contractor EE m E E O garage to be with manufacturer s secs prior to construction O , struck block Simpson HETA 20 or equal p p 3 1 1 C V ER D I hurricane anchor at each truss 12 12" x 12 concre a column bloc Pilled 1 I with (10) IOd x 1 1/2" nails PRE-ENGINEERED TRUSSES OOr U I p ith concrete and (2) #1 bars v rt. tied OTC I 14' ( 24" o.c.) supporting Max. 4 �- at 24"o.c. TYPICAL l I � Into II tale above :a L" 11'-6" G' 2"lelo1bs. uplift (shop drawings by manufacturer) 1 Mark Size Rough O ening Door Description PRESSURE ZONE , ® 1 A 9'-O" X 1'-O" 108" x 04" Overhead Garage Door ZONE 4 ° ° ❑ Aluminum Drip ' �`: R-30 blown fiberglass - ° o ° ° Edge t Fascia in bottom chord of trusses B 3'-0" X L'-8" 41 %;k 83%;' S'-4" 4'-2" ° ° ° ° EE --V- Fiberglass Panel - Inswing ZONE 4 2' e" 2'-8" 3'-5" q'-O" 3'-5" I/2" drywall with smooth finish C L'-0" X L'-8" 14" x 81 '/2" ,r:,sat°" Sliding Glass Door ZONE 4 2" x 6" Sub-Fascia Two rows of beam block filled with concrete „ " 9'-G" 3'-4" 5'-4" 15'-10" and (1) US bar cont. in each raw. Substitute D 2 -O X G -8 Solid Core - Wood - 6-Panel -Br-Fold Finished 24 x 81 /2 Kaycan full o vent vinyl soffit installed precast lintel filled with concrete and (D #5 using 1/8" dia shank x 1.5" long gaiv. bar cont. for bottom row over openings E 2'-6" X C-8" Solid Core - Wood - 4-Panel roofing nails with 3/8" die. head per product approval - see chart sheet #1 1/2" drywall over I" x furring F 5'-O" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold strips at 16" o.c, with R4.1 FI-foil nsulation on typical 8" Block walls G 2'-8" x C-8" x 1 %4" Solid Core Wood, Steel, or Masonite Door 5/8" thick light textured = All drywall to be installed per FBC R-102.3.1 i and shall meet all pertaining ASTM codes. H 2'-8" X 6'-8" Solid Core - Wood - 6-Panel stucco on typical concrete co Mortar to be Type 'M" only proportioned per FBC RbOl.l Install windows thru buck into block construction and Mortar Joints shall comply with F8C RLOl.2.l. J 2'-6" X L'-8" Solid Core - Wood - L-Panel - Bi-Fold block with 3/I4" tap-con with Provide Our-O-Rock at all wet areas (ex. showers, tubs etc...) 1 1/2" penetration at G" o.c. max. Attach buck to block wall with K 2'-8" X 6'-8" Solid Core - Wood - 6-Panel - Bi-Fold from each corner and 20." c.c. max 1/4" dia. Elco cone screws with min. tt5 bar vert. w/ thereafter at jambs and 20" o.c. max. 1 I/4" penetration at 12" o.c. max 30" overlap Fill cell with concrete and Exterior Face at head and sill per product approval and 4" max from each corner thru (l) #5 bar vert. (typical). 2" x 6"max Buck et each filled cell1-16 of wall Buck to be I' x 4' FT Max. spacing shall not exceed Exterior Pace 48" unless otherwise noted ALL Exterior doors to withstand pressures stated In permit info Varies of wall Wood see Foundation plan notes For box on Sheet 41 rise Base spacing at opening* 4" concrete slab with fibermesh OR GARAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM AND SHALL L'xL' #10/10 WWM on 6 mil Visqueen over WITHSTAND THE PRESSURES STATED IN PERMIT INFO BOX ON SHEET #1 1"x4" P.T. Buck nailed to INSTALL VULKEM BLOCK SEALANT clean compacted termite treated fill da contractor b ON ALL at eaochh hi and max and Grade _- D e t a l l a t W I n d OW S prior NLL LOCK PR OR LTOR HEADER. attachment All rough opening dimensions to be verified b with case hardened na (� r to window D e t a i l a t Door prior to door _ with manufacturers specs prior to construction NTS NTs Braden t Braden AIA, PEA Date Drawn Revisions : Sheet Comm grine Building Corp. _ 18-16 Product� I � I= 10 III �Elii Eli- II I- - Ills GARAGE Approval Revision 14" x 14" Concrete footing Architects - Planners 3-1-1G 14" with (2) #5 bars Cont. and #5 Tel S.E. Coconut Avenue T h e G r a n d Carlton RIGHT Drawn by: O transverse bars et 48" o.c. Tel : (112) 287-828 Review Plan 2 , 12 - 2 7 T Y fi i C �A L SECT 1ax : cade 28�-8283 C.C .U . Review reels E-mail:E bradenata°comcast.net Spanish Lakes Checked by: Scab : 1/2" = 1'-0" Stuart, FL 349% #AACOO0032 St. Lucie County Florida D.R .B . OF 5 Provide #5 bars with min. 48 bar Simpson HETA 20 Stra truss to wall usin Simpson MGT with Provide #5 bar set In pre-cast P g p filled ell overlap into beam. s lintel into beam where length of hurricane anchor at each truss 5/8" dia. threaded rod with min 12" embedment O O S H E E T I N filled cell steel Into continuous ( 24" o.c.) supporting Max. p g File ��,beam block steel. the opening calla For it. into beam either wet set or in a ox with (22) IOd malls into truss. Add blockin to ,4TT ,4CHMENT DEDETAIL1810 lbs. uplift ETA 20 truss leg per detail on this sheet _ = Provide Cast-Crete -` �7T .� I. Minimum Nail Size = 8d ring shank (min. 2.5" long) Af a tel set inoB/oTt�Yacaet y "- " 2. Minimum Screw Size = 48 x 2" Min. 8" Bearing -_ - '- - - "� L90 RN L90 nF; j 3. Minimum Sheathing Thickness 19/32" CDX Plywood ...; ,_,._ qk., LLo t' 4. Use Halls or screws based on pressure for roof 1/4 stated i ; f. k� {� 'ri +h "ti¢t 'I BI BI BI t In permit info box on these plans for zone 3 2 4 FT fi• .';:i Provide PT Suck F-:f`d 'C h j;,,;;.p attached per Buck Poured Filled Cell ! F a 2 P .I i A " details Into filled call 4 FT 2 f.::„-1 F 4 FT 4 FT 2 r 4" Pre-cast ' i :}:J Sillt-77 A LL 1 N i Provide #5 bars with min. 48 bar diameters overlapin filled cell. Tie I W L40 filled 4 FT 2 3 3 2 Q I t : l tooter si teleel into continuous ~ U.l Q Max. i k., { '� 12 Ke Area Edge Field Fastener Press re 1— Zone I 6" �" Bid ring shank 45 psf ` 1 zAt L BI I 0 �" Bid ring shank 16 sf Concrete Footing Zone 2 8 Ca crate Anchors Per W (see rooter schedule Ma uract"are specs dd„ II - — Poured Concrete or I/q"Max. Zone 3 f Bid ring shank 8.4 psf T for exact sizes) concrete block wall ry - 0 j ** Zone 3a 6" 6" 48 wood screw 112.5 psf DETAIL AT WiNDOW OPENING IN '' 2„ ** Use nails or screws based on pres are for roof stated Scale: 1/2" = I'-O" I U I I F_ —� BI n permit Info box on these plans or zone 3 CBS WALL -1 Aluminum Panel I sizes per manufacturer Z v i I 1] I I W 1 E 2l/a. See Tyacel Stud Detail S OFE N 1 I SINGLE PLY REAR GIRDER TRUSS u 'u 7/a" x 3/32" Wing Nut w/ I W N I W O I v_ appropriate washer and spacing ❑ !n I `u per manufacturer's Details Nail 2" x 4" blocking to Vert. leg of a s o", I I (Atruss with IOd x 1.5' nails at " ,w as 4 o.c. m i 0"- Verlfg with Plan Z w ' a L N r Install Simpson MGT into wall using I v 1 Q to Concrete 12"x 12" 5/8" die. threaded rod set min, 12" ` m N i ' Lintel ,Column Block into wet beam and (22) IOd nails into truss m R W I I W Ou Wc \ 1 I .cats' 7 <al O v#1 i Stud Detail L B I BI L31 i- Q a Reber Poured Concrete or NT8 lLi concrete block wall I ii- Stud w/ Die Cast Zinc Q y 1 \ Nickel Plated Wing Nut I- N Rebar 48 Bar Dia. 1, �• O I „ Concrete Anchors Per Mi". overlap TRUSS BLOCKING DETAIL Manufacturers Specs _ will o 0 + /� AT GIRDER STRAPPING00 Column t O I n 1`� t t C m n t Flush Mounted Shutter Detail an W � A T CENTER BEARING POINT w Gulf Coast Su I aril MFG 5 Cnm Metal r fin FL 411951.12 Q D nts woo screws witfi self sealing w slier at 12" o.c. max spacing over ASTM D F- s TS (type 2) 30 lb felt underlayme t installed with min. 4' side laps and L" end la s fastened with corosion rei Start tin cased with 1.25" ring shank nails 1/8" thick light textured stucco installed per O v KP ASTM C 92L over ASTM D type 2 paper backed N c eck to trusses using attacfime it-detai on this sheet wire lath nailed to substrate through one layer of .i •' B E /� M C C I I E D U I E ASTM D Type 2 felt paper using Bid nails. Substrate Q `p f� I I J �i L to be 19/32' COX Plywood nailed at L" o.c. in field F-- n- and edges with 10d ring shank nails into studs. LLI a Mark Size and Descrl lion Aluminum Drip Gulf Coast Supply and MFG Sv Crimp Metal roofing FL ttIIL51.12 Edge t Fascia c U _ Two rows of beam block filled with concrete and I #5 bar 24 ga. 5v crimp metal roofing attached to plywood deck using 49 x 1.5" o io u /C BI continuous In each row. Hook vert. bar over to bar with wood screws wlth eltF seating washer at ed o.c. max spacing over ASTM D p (type 2) 30 lb Felt underlayment installed with min. 4' aide laps and L" end n_ W op #5 900 bend bar with a 10" min. lap at top bar. laps fastened with corrosion resistant tin caps and with 1.25" rim shank nails E Z ; - - p p g Flash and Counter I Q taw sans s aced L o.c. at all laps and two staggered rows 12" o,c, in field. Attach N I srth it t 1 paced to trusses using attachment detail on this sheet flash Brace Gable end u N Q L - t - SLOPE �{ with 2" x 4" SYP 42 Nail ledger to Bft back nailed to bottom Additional Precast Lintel „ „ „ „ gable end truss of top chords using (2) IOd r BI I I U u ted I I Brace Gable end #5 here �_ Lintel Bar Clear A B with t2) lod iIs nails at each truss I I I ( T 8'-O" MAX. with 2" x 4" SYP tt2 min. Len th Length Spar Bars Bars at each web T S S 8Ft back nailed to bottom Vol "�'' CLEAR 9 9 h TI of top chords using (2) IOd i2'-10" 2'-8" I'-L" 2,43 none 2„ I Wads at each trues I I 2'-2" 2,93 none l r; . I] 8FB-OBAT BFa-IB/IT BFB-IB/2T 12 l I "` Simpson HETA 20 or equal I I i 1 Additional 4'-O" 41= O" 3'-8° 2 #3 none E_ hurricane anchor et each truss 4 PR ENGINEEfa�D WOOD TRUSSES I � I BI L3121 45 bars with (10) IOd x 1 1/2" nails 9 24"o.c. TYPICAL CLEAR ; ;:` none ( 24• o.c.) supporting Max. I I I I na Row of "H" '�.' 'i';:; IBIOIbs. uplift ( shop drawings by manufacturer ) BI BI I I I Bicek Above *i::. 51_41, 5'_2„ 4'-0„ 2,43 none BI L45 r y Precast Lintel r 5'-8" 4'-6" 2.#4 none O (V I S l Additional ` i L'-L" L'-4" 5'-4" 2.#4 none Aluminum Drip R-30 blown fiberglass Q Bl 1 tt5 barss. i Edge t Fascia 1/2' this stucco on 3/8' hi-rib lath in bottom chord of trusses ° 1'-61, 7'_0" L'-2" 2,#5 "One attached to horizontal and vertical wood � 50 - O o 2" framing with nails or staples to provideV-1/2" drywall with smooth finish W L On ET 2 J I- Q) 6 BFIL-IBAT BFIL-IB/2T 2• x L" Sub-Fasei no less than 1-3/4' penetration into N 8'-4" T-10" T'-0" 2,#5 none horizontal wood framing and 3/4' penetration Two rows of beam block filled with concrete Z hurries ane r a eachtrus o ap NOTES: into vertical wood framing members 1. min. coverage of steal=l.5" and (1) 45 bar Cont. in each row. Substitute ( .e.) uppo ting ax V BI 2. min. bearing required 9 ea. end=8' ALL reinforcing steel is grade LO. Keycen tali o vent vm�l soffit installed precast lintel filled with concrete and (1) #5 1810 bs. U Ilft R 3. standard for reirF. steel=ASTM A415 using 1/8' dia shank x .5" long galy, bar cont. for bottom row over openings BI 1 raofirg Hells with 3/8' dia. heed per I/2" drywall over I' x tannin TYPICAL LINTEL SECTION L o �co BI L9 B product approval - wa chart sheet #I . 5/8" thick light textured strips a IL" o.c. with R4.1 -fall ", ' IF S1 l PRECAST CONCRETE ) stucco on typical concrete insulation on typical 8" Block walls blo12'ck k 12' concrete column block construction All dr wall to be installed per FBC R102.3.1 black Pilled with concrete Varies - see Ian - and shall meet all pertaining ASTM codes. ETA 20 and (2) #, bare Vert. tied P I into lintels above ao Mortar to be T e "M" onl proportioned er FBC R601.1 LINTEL SCHEDULE tt5 bar veal. w/ yP 4 P p thicken edge to 8'x8" 30" overlap and Mortar points shall cumply with FBC �LOl.2.l. with concrete and at each Filled cell Provide Our at all wet areas (ex. showers, tubs etd,•-) Window Rows of MexT x Max one #5 bar continuous or Doo "H" Block GraIPt Laterei BEYOND FIII cell will concrete and O O Mark Unit Lintel Cast-Crete Above Bottom Top Load Load Rear Patio/Slab to (U #5 bar Vert. (tgplcal). I� Width Size Specification steel S1Te Stool s1Ze IFLF) (PLF) be flush with bottom of Max. spacing shall not exceed L22 2'-2" 3'-L" BFB-oB/IT l #s 3049 ISL9 I024 sliding door recess. Wood spa unless otherwise noted OVERHANGS AT 1 -O UNLESS OTHERWISE NOTED ON THIS SHEET L31 2'-L" 4'-O' BPS-OB/IT I #5 25LI 13L3 ,L3 Top of footer Base see foundation plan notes for _ „ 2i-Ba It below finished floor spacing at openings Step per foundation plan 4" concrete slab with Fibermesh OR - ROOF PITCH AT -4:12 UNLESS O -H E R W I S E NOTED ON THIS SHEET Slope L45 4'-5" 5'-10• 8FB-OS/IT — I #5 iios 909 359 VxL" #10/10 WWM on L mil V isqueen over - TRUSS SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER pe per foundation plan 'r clean coin acted termite treated fill L50 5'-O" L'-V are-OB/IT 1 #5 1238 835 121 a p LLo 6"-8• T-V BPS-OBAT — 1 #5 1011 121 534 ANY CHANGES TO THiS PLAN SHALL BE SUBMITTED TO THE LBO B'-0" 9'-4" 8FB-IB/2T 1 #5 2 #5 152 591 512 _ _ = = ARCHITECT FOR APPROVAL IN WRITINGPRIOR TO STARTING CONSTRUCTION . L90 9'-O' 10'-L' 8F8-IB/2T I #5 2 #5 L43 530 401 I I— III— III I I I I I—II I I=II I I=II I I=II I I I s •' I I I I I I I I I I I _ ALL TRUSS TO TRUSS CONNECTIONS BY L90B 10'-O IF-4' 8FIL IB/2 T ONE 1 #5 2 #5 582 IIB 4 401 -IIII—IIII—III — IIII IIII—IIII IIII—IIII IIII IIII III— —I TRUSS MANUFACTURER LI00 10'-O' II'-4' 8F8-IB/2T I #5 2 #5 582 494 452 I 1 #5 Io28 452 -1 I I=I. I, IIi=IiIIIII e —" ' 1=1 ARCHITECT TO REVIEW TRUSS SHOP DRAWINGS PRIOR LIOOB 10'-O" 11'-4• BFIL-IS/2T ONE - L120 12'-0" 13'-44 BFB-IS/2T 1 45 2 #5 411 428 324 1 TO CONSTRUCTION FOR LAYOUT AND UPLIFT VERIFICATION L140B l2'-O" 13'-4" BFIL-1B/2T ONE 1 #5 2 #s lo,s „0 324 IIII=IIII=IIII— F3 Tcgpical Section at Front ForCH CONTRACTOR TO PROVIDE FOR FORM BOARD SURVEY AND TO PROVIDE LI40 14'-O" IS'-4' 8FIL-IB/2T ONE I #5 2 #5 1250 L09 259 taco IL'-o• I,'-4" BPS-IB/2T 1 #5 2 #5 300 192 194 le : " = I'-O" FORM BOARD SURVEY TO TRUSS COMPANY PRIOR TO TRUSS CONSTRUCTION 1_1608 W-Os n'-4• 1 BFI4-113/27 ONE 1 tt5 2 #5 950 Boo 194 Braden It Braden AIA PA Date Drawn Revisions : - ALL LINTELS SHALL BE MADE BY CAST-CRETE. W(unne Building Corp. Sheet Comm # - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE Architects - Planners 3-l-Ib 10-18-16 Product - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION RFEGAROING -411 S.E. Coconut Avenue GARAGE Approval Revision LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. The Grand Car 1 t On RIGHT Drawn by: r� Tel (112) 281-8258 I 12 - 2 7 REQUIREMENTS 'f-'4-I� Plan - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. Fax (712) 281-8283 Review revis E-mail: bradenaiac'comcast.net Spanish Lakes Checked by: Stuart. FL 3-4994 #AAC000032 St. Lucie County Florida D .R .S . OF 5 PANEL "A" Poles BR Load Wire Description arc# arc# Description Wire Load BR Poles ale Copy p kw 2 40 1.0 #8 A/C comp 1 2 AHU #10 3.5 kw 30 2 143 CFM PATIO/SLAB - L 3 4 IoxlOx6 2 30 4.5 kw #10 40 gal. water HTR 5 L Ran a #G 12.0 kw 50 2 a PATIO/SLAB 1 20 1.8 kw #12 Pump 9 10 Dr er #10 5.0 kw 30 2 u 12 /hovered Porch `, FF I 20 1.5 kw #12 13 19 Dishwasher #12 1.2 kw 1 20 1.5 kw #12 Microwave i5 it. Ref rigarator #12 1.2 kw 20 1 IG�I 1 20 1.5 kw an Kitchen S.A.C. 11 is Recepts #12 20 1 T ^ MASTER BEDROOM ttl2 zo 1 i / y� 1 20 1. kw #12 Kitchen S.A.C. 19 20 Recepts MASTER I I 20 1.2 kw #12 Clothes Washer 21 22 Recepts #12 20 I 1 20 0.81 kw #12 Garage Door Opener 23 24 Recepts #IZ 20 I I 20 IA kw #12 25 26 Recepts ttIZ 20 1 BEDROOM WP GFCI I 20 I.92 kw #12 21 28 Recepts #12 20 I CaRAT / 1 20 #12 General Lighting 29 30 Recepts #12 20 1 / / #12 General Lighting 31 ttIZ 20 1 R G� O M Y i � v 1 20 g g 32 Recepts 1 20 #12 General Lighting 33 34 Exterior GFCI #12 20 1 I OX CFM u 35 3G Bathroom GFI #I2 20 1 I IO FZ71 / I� 1 20 #12 General Lighting R T _ - 12x12x9 Smoke / Carbon 1 20 #12 Smoke Detectors 37 38 General Lighting #12 20 1 I B/A R O M Monocde Detector c1Y I 20 #12 Bathroom GFI 39 40 General Lighting #12 20 I Center Registers Combo 9 g IL9 CFM on ceiling fan IL9 CFM I F -_-___ _____ 4 II \ \ 5 are 41 42 spar IOxlox-I I OxlOxl 1� - - - ,[_1 I S O 12xl2x9 S PANEL "A" LOAD CALCULATION SHEET I L O S E T B/A I M Load Description Qt Watts Total(Watts) I H.B. General LI htin (3 watts s ft ) 1,135 3 5.205 8 CF I - _I - CS \ GFCIJN n . . . . . . . . . . .9. . . .g. . . . . . . . . . . . . .9 . . . . . . . . . . . . . . . . . . . . . . . . . . . . I sax 8x4x4 I Small p!iance_ C,ircult(s), . . . . . _ . . . . . . . . . . . . . 2 1,500 3,000 r Range . _ . . . 1 12,000 12,000 1 I i . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . G� Refrigerator _ _ _ . . . I 1,200 1,200 I If L - - - - I I 16" H.B. Microwave I 1,500 1,500 I 12 I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �-� LPSET 8x4x4 Dish Washer 1 1,200 1,200 1 i'� 34 M N Clothes, Washer. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 1,20 1,200 DINING I i�/ \ / _ Vent _t rU I I I N Clothes, ,Dryer. . . . . . I 5,0 0 5,000 ROOM I ~ - Soffit = � \ I I I GFCI / SAT Water Heater . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I 4.500 4.500 l �. DINING l I L . . . . . . . . . . . . . . . . . 1,800 I ROOM I I H I ExhdU5tThru Duct Water, PumP. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I I,80 io., GFcI �� r Garage Door ,Opener. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I 810 810 K I I r-- , Total Watts 31,415 _ _ _ I I J � �p arp 153 CFM \ I ✓ _ 5 PAN First 10000 Watts a'100% 1 10,000 10,000 0 12xi2x1 \ \ I I Remainder 21,415 540% 1 O 10,94L H.B. ii I I N Electric Heat or A/C 10,000 ®G5% 1 10,000 10,000 Vent _thf U 14 I 14 IOxx4X4T 1 c KITCHEN \ --- - - - B x4 fF��A I - _.W9 /Cx_bga - JTf = Calculated Load Watts 30,944 SOIL �B�iJ I O I Moiowde Detector 1 „ Voltage 240 AT 20xR0 - - - - cl Hines g Combo I Exhaust O O � 2" Calculated Wattage Divided by Voltage = Total Amps 129.03 j T H.B. 2'�" \ Duct Thru Panel Size Required = 150 Amps - - - - - - i _ - \ Wall ' ' 0� M \I / /® _ _� WP GFCI Exhaust Duct F GFc Install owlet N under disc. not shown for 1 1 A tic p,cess Thru Soffit T� FCI clarity l � ctrlcal S mbol � � end 232CFM I with light 12xLx7 1 Q 4 L - - - - - w $ Single Pole Switch ® Recessed Can Light Li �� - �, "h GFCI Q $j Double Pole Switch ® Eyeball Recessed 150 Am I - - _ _ 1 Panel p Meter w 54* Pe Push Button Switch -0 Exhaust Fan SECOND / i ( ante I > l 1� ?lt x 1 1 #I g _ _ L A�lath hght Aces" J 1 Duplex Outlet Ceiling Mounted Light i 35to � � � Special Receptacle 0- Wall Mounted Light BEDROOM GARAGE N S� C O N D O �- �� � � � Waterproofground fault circuit Light with Pull Chain (attic) 12x12x8 1 i j B E D R O O B/A �� / Optional IVO Amp Meter ® Floor Duplex Outlet © Computer Connection Jack / V panel location I / Panel / � � _ Pull chain / en Carbon Monoxide Detector Flood Light ®/ / light in attic / 42"h GP-CI TO Thermostat m Electrical Panel r----------------- GARAGE ® Central Vac rc::� Electrical Meter B \ ® Smoke Detector Ceiling fan j j © Television Jack C O V E RED i I I / \ Opener 0 _ 1 Garage I 1 /�'/ / \ Door Telephone Jack AC Disc A/C Disconnect PORCH 1 Wire For y / \\ --_-------i O ® 1 x 4 Florescent Light 1 12 x 4 Florescent Light 1 Front Post 1 I v Light wP SPKR Speaker Hook-Up i❑ Intercom ® = JUNCTION BOX TO SUPPORT A FAN _ \ O = THERMOSTAT LOCATION /4 N f C /4 L L /4 Y O U T 1 1 A/C disc, i B/A = BALANCED AIR SCALE : 1 / 4 " = 1i - 0 " Electric Notes: I. Use co per wire onl , no aluminum. ISO I1. It is not the of these to detail All, 2. a and wire a I re wired smoke detectors. e intent ese pans o sow every minor etai u2/0 Aluminum feed C T C - -Cont q of construction. The contractor shall furnish and install I 'i�' Conduit MCs X 3. Contractor to verify location of electrical all Items for a complete electrical system and provide all � PANEL 1/�\ service and provider. the requirements necessary for the equipment to be placed in 4. ALL paddle fans shall be on a rheostat. proper working order. S. ALL bath and kitchen receptacles to be GFI protected. 18, All work shall be done in accordance with the N.E.C. and M TE L. ALL exterior outlets to be 111P/GFI protected. shall comply with all local codes and ordinances, and shall SCALE : 114 ii = 1 ' - 0 1. Recessed cans to be installed per NFPA requirements. meet all standard requirements of the local electric utility AHu 8. AFCI receptacles are required in all rooms except and telephone company. 2" PVC ( FPL Kitchen, Bathrooms, and Garage. Post Lill with 9. A/C Return Air Balance Must comply w/ FBC RMIL02 19. The electrical system shall be completely and effectively 2 Photo e 10. A/C Refriggerant lines that are run thru slabs must be d l h d b d d groune as required the latest edition of the N.E.C. sleeved in PVC 6'-3" o Attic Vertiro Calculations FBC 2309 .7 II. ALL A/C Equipment shall comply with energy calculation 20. All material shall be new and shall bear underwriters' 2' rigid service FPL Bare $6 cape wire g to #5 cont. rr%ar in slab 12. All work shall be performed by a licensed electrical labels where applicable. x Total Attic Space = 212 '4 sq. ft, contractor, the completed system shall be fullg operative. W o 13. Contractor shall pay for all fees, permits, testing, and 21. All equipment and panel sizes shall be verified before ELECTRICAL RISER � 37ry Venting Ratio 1 / 150 = 14 . 16 sq. f t. required inspections including blower testing where required. ordering. The contractor shall provide circuit routings to a, - 14. All work shall be coordinated with other trades to avoid suit the yob conditions. - Contractor shall use AL-CU Landing lugs. NTS Provide Continuous Vented Soffit interference with the progress of construction. - Contractor shall torque lugs I.A.W. I5. All required insurance shall be provided for protection 22. Furnish and install all fixtures as called for on the plans manufacturers recommendations which i against the public liability and property damage for the or as selected bg others. shall be verified prior to construction duration of the work. 16_ Contractor shall guarantee all materials and workmanship 23, All raceways and pipes placed in or through any concrete Braden III: Braden A1A PA Date Drawn Revisions : free of defects for a period of not less than two years from slab shall be spaced a minimum of three diameters of the 11.14I Building Corp. the date of acceptance or certificate of occupancy, or one largest conduit or pipe from any other service. Architects - Planners 3-1-16 10-18-16 Product Sheet Comm u year from closing sale of house. 411 S.E. Coconut Avenue f '' GARAGE Drawn by: Approval Revision Correction of defects shall be completed without additional 2-4. All exposed wire below 9'-1" shall be installed in metal EMT Tel : (112) 281-8258 T 1 I e Grand Carlton RIGHT 4-4-I1 Plan - l 12 - 2 charge and shall include replacements or repair of any conduit. Fax : (112) 287-8283 C.C .U . Review revis other phase of installation that may have been damaged. 25. Dryer Vents to be Installed per FBC RMI502 E-mail: bradenaia°comcast.net Spanish Lakes Checked by: Stuart, FL 34996 #AAC000032 St, Lucie County Florida D .R.B. OF 5 . l