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Home My WebLink AboutRevision 5-22-18OFFICE USE ONLY: DATE FILED: 51a� \ o REVISION FEE: 15 • lz) O PERMIT # 1 ` / 0 -V 7 ( -1 RECEIPT # 13I 5 15 PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462.1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE ADDRESS: q L07 Mw4t DETAILED DESCRIPTION OF PROJECT REVISIONS: � ` r' i c,h / 121 D ot Puek_kS;, CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: S�. LUCIE CO CERT. #: BUSINESS NAME: ry G G QUALIFIERS NAME: ( r ." ADDRESS: 10 o u CITY: STATE: ZIP: PHONE (DAYTIME): FAX: OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: PHONE (DAYTIME: STATE: ARCHITECT/ENGINEER INFORMATION: FAX: ZIP: NAME: Y Yl c, �/" l4r ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME): FAX: SLCCC: 9123109 Eke-,, Revised 06130117 .R m AN C: V I SI t wrightsoft* Project Summary Entire House QUICK CALCS, INC. 317 ST LUCIE LANE, FORT PIERCE, FL 34946 Phone: 772-466-6799 Fax 772-466-6796 Email: QUICKCALCS AOL.COM 1 R L. UtAVGM For: AULT,Z RESIDENCE, TIC CUSTOM. HOMES 'iay MYRTLE, PORT ST LUCIE, FL S Lucie County, pNOMIng Des i n.anformation Weather: Fort Pierce, FL, US Winter Design Conditions Outside db 42 °F Inside db 70 °F Design TD 28 °F Heating Summary Structure 26143 Btuh Ducts 6183 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 32326 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 He Co 2135 Area (ft2) 2135 Volume (ft3) 25786 25786 Air changesthour 0.32 0.16 Equiv. AVF (cfm) 138 69 Heating Equipment Summary Make Trade Model AHRI ref Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat 100 EFF 8.9 kW 30223 BFuh 1200 cfm 0.037 cfm/Btuh 1.00 in H2O Job: Date: OCT. 12, 2017 By: Summer Design Conditions Outside db 90 °F Inside db 75 °F Design TD 15 °F Daily range M Relative humidity 50 % Moisture difference 61 gr/lb Sensible Cooling Equipment Load Sizing Structure 19594 Btuh Ducts 7348 Btuh Central vent (0 cfm) 0 Btuh Blower 0 Btuh Use manufacturer's data Rate/swing multiplier n 0.95 Equipment sensible load 25595 Btuh Latent Cooling Equipment Load Sizing Structure 3772 Btuh Ducts 2391 Btuh Central vent (0 cfm) 0 Btuh Equipment latent load 6164 Btuh Equipment total load 31758 Btuh Req. total capacity at 0.70 SHR 3.0 ton Cooling Equipment Summary Make Rheem Trade RHEEM Cond RA1636AJlNA Coil RHlT3621MTANJA AHRI ref 7942208 Efficiency 13.0 EER, 16 SEER Sensible cooling 25200 Btuh Latent cooling 10800 Btuh Total cooling 36000 Btuh Actual air flow 1200 cfm Air flow factor 0.045 cfm/Btuh Static pressure 1.00 in H2O Load sensible heat ratio 0.81 REI]Vs 1A0ee N,,uir6ments of Manual J 8th Ed. -- wrightsoft" 2017-Oct-1P 10:22:37 Right -Suite® Universal 2017 17.0.08 RSU08101 I Page 1 E:\Documnets\Wrightsoft WAC\AULTZ RESIDENCE.rup Calc = MJ8 Front Door faces: S FILE COPY -t- wrightsoft' Right-J® Worksheet Entire House QUICK CALCS, INC. 317 ST LUCIE LANE, FORT PIERCE, FL 34946 Phone: 772-466-6799 Fax 772-466-6796 Email: QUICKCALCS@AOL.COM Job: Date: OCT. 12, 2017 By: 1 Room name Entire House MASTER BATH 2 Biwed wall 210.2 ft 27.0 ft 3 Room height 12.1 ft 10.0 ft heat/cool 4 Room dimensions 1.0 x 150.0 ft 5 Room area 2135.0 ft2 150.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number (Btuh/ft2--°F) (Btu ft') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 ,13A4oc&,� "0143 n"4:Op2.19.@94 g791918 1048 120�92 368201- 2 glazing, cir low-e 2 low-e 0.320 n 8. 8 8.7,8 20 0 179 % 176 0 `. , 0 << 0 0 glazing, cir ; 2 glazing; cir low-e0 0.320 320 n8.98 '-n - 8.96 .9.4.1 9.41 4 6 0 = 0 36 54 38 56 4 ' 0 0 0 3t 0 , 38. 0 11 2glazing; clr tow e ' 0.320 . n. 8.9�i 9.4I ;15 0 134 .141 -0 0_. 0' 0� 2 lazin , clr low-e • 0 KID n ; 8 96 9.41 24 0 215 F 226 24 � 0 = 215 228 2 glazing; Or low � �0 320 n,.. , -- - -$,96 . 9.41 0 860 904 0 0 9 0. 13A-0ocs 0143 ne 4.00 2.19 36 26 104 57 0 0 0 . 0 2 glazing, clr low e.., . - . 0 320 ne_ .. 8.96 19.87 .. -.w _ „10 „._ 0 .... , _ 90 .. . _ .199 .-- ,......0 ..- .,__ ..- ..0 .,_ ... _. _0. _....... _.0 6 c)AED excursion 0 -35 Envelope loss/gain 21911 14971 1 24001 1205 12 a) Infiltration 4232 1134 471 126 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 3 690 0 0 Appliances/other 2800 0 Subtotal (lines 6 to 13) 26143 19594 2871 1331 Less wdemal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 26143 195941 2871 1331 151 Duct loads 24% 38% 6183 7348 24% —F 38% 679 499 Total room load 32326 26942 3550 1830 Air required (cfm) 1200 1200 132 82 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -F- wrightsoft° Right -Suite@ Universal 2017 17.0.08 RSU08101 2017-Oct-12 10:22:37 E:\Documnets\Wrightsoft WAC\AULTZ RESIDENCE.rup Calc = MJ8 Front Door faces: 8 Page 1 r Ir AL_ YF wrightsoftr Right-JO Worksheet Entire House QUICK CALCS, INC. 317 ST LUCIE LANE, FORT PIERCE, FL 34946 Phone: 772-466-6799 Fax 772466-6796 Email: QUICKCALCS@AOL.COM Job: Date: OCT. 12, 2017 By: 1 Room name M WIC M TOILET 2 Exposed wall 0 ft 5.0 ft 3 Room height 10.0 ft heat/cool 10.0 ft heat/cool 4 Room dimensions 8.0 x 10.0 ft 5.0 x 5.0 ft 5 Room area 80.0 ft2 25.0 ft' Ty Construction U-value Or I HTM I Area (ft-) Load Area (ft) Load number (Btuh/ft' °F) (Btuh/ftz) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Calculations approved bvACCA to meet all requirements of Manual J 8th Ed. P.- wrightsoft 2017-Oct-12 1 Right -Suite® Universal 2017 17.0.08 RSU08101 Page ae 2 E:\Documnets\Wrightsoft HVAC\AULTZ RESIDENCE.rup Calc = MA Front Door faces: S 9 +P- wrightsoft' Right-M Worksheet Entire House QUICK CALCS, INC. 317 ST LUCIE LANE, FORT PIERCE, FL 34946 Phone: 772-466-6799 Fax 772466-6796 Email: QUICKCALCS@40L.COM Job: Date: OCT. 12, 2017 By: 1 Room name MASTER BEDROOM FAMILYROOM 2 Exposed wall 34.0 ft 47.0 It 3 Room height 14.0 ft heat/cool 14.0 ft heat/cool 4 Room dimensions 17.0 x 17.0 ft 1.0 x 649.0 ft 5 Room area 289.0 f12 649.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number (Btuh/ft22F) (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=4ocs 0143 n 4.00 2.19 0 a_.. 0 ,_ ..,_ . • 0 0 294 183' 733 400 2 glazing, clrlow-e ' 0:320 n 8.96 8.78 0 0 0 0 0 0 0 0 2 glazing; clr low-e 0.320 n 8.96_ 9.41 0 0 0 0 0 0 0 0. 2 glazing, clrlow-e 0.320, n 896 9.41 0 0 0 0 0 0 0_' 0 11 2 glazing, cif low-0 0 320 n; 8 96 9:A1 0 0 '0 0 15 0 134 14`1 2 glazing, clr low-e 320, .n 0.96 .9;4*1 0 0 0 0 0 Q0 0 "Q 2 glazing, cir bow %_ -.. ,.., ?:0 320:m,.:n..._.m_. 8'96 _.... 941 0 _ 0 .......,.-.... A 0 : _......... ---96 , _ _._ -.:01.:..._ 13A-4ocs 0.143 ne 4.00 2.19 0 0 0 0 0 0 0 0 2 plazing clr low-e - 0.320 _ne 8.96 19.8.7 0 0 0 0 0 _ _ 0 .. 0, 0 13A�4ocs 0143 , e 4,00 2.19 0 0 0 0 66 56 224 123 2 glazing clr low-e 0.320 a 8.96 25.94 0 0 0 0 0 0 02. 0 G12glazing,_clrlow;e._ --:,.,..0.320 e_ _,� .8.96 __25:94 __ _M. _.0 _.. _._., 0 _-_ 0 _. _.., _0 _____--0 -.' -__0 _ __0 13A-4ocs 0.143 s 4.00 2.19 238 218 873 477 308 228 913 499 2 glazing, clr low-e 0.320 s 8.96 8.78 0 0 0 0 12 12 108 105 2 glazing, clr low-e 0.320 s 8.96 8.78 0 0 0 0 20 20 179 176 2 glazing, clr low-e 0.320 s 8.96 9.41 0 0 0 0 0 0 0 0 2 glazing, clr low-e 0.320 s 8.96 9.41 20 20 179 188 0 0 0 0 11GO 0.540 s 15.12 14.31 0 0 0 0 48 _. 48 726 687 - 13A-0ocs 0143 ' w 4.00 2.19 238 208 833 456 0 0 0 6 G 2 glazing clr low-e 0.280. w 7.84 24.38 0 0 0 0 0 0 0 0 -G 2 glazing, clr low-e 0 320 w 8.96 25,94 30 0 269 778 0 0 0 0. _.. 2.glazing. clr_lowe;.w 0.320 v _ 3,96 �_.25.94 __ _0 _., 0 ....-_.. . 0 ._.__. _ 0 ,.W_. 0 ._ 0 _ W 13A-4ocs 0143 nw 4.00 2.19 0 0 0 0 0 0 0 0 C 2 glazing clr low-e 0 320 nw_ 8 96 19.87 0 _ 0 0 0 0 0 0 0 3Orr1d._ 0 032 . _: _ _ 9 90 .__ 2<24 __ ___288._259_.. �647, .: w _ 649 5$2 ...__ 1454, F 22A-t h 1 358 38 02 000 289 34 1293 0 649 47 1787 0 _ ..P....,. _._.. _. 6 c)AED excursion 220 -169 Envelope loss/gain 3705 2766 6246 4319 12 a) Infiltration 830 222 1148 307 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 2 460 0 0 Appliances/other 01 0 Subtotal (lines 6 to 13) 14536 3449 7393 4627 Less erdemai load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 5 13 14 Subtotal 4536 3449 7399 4640 15 Duct loads 24% 38% 1073 1293 24 al 38% 1750 1740 Total room load 5609 4742 1 9149 6380 Air required (cfm) 208 211 340 284 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -44- 2017-Oct-1210:22:37 Right -Suite® Universal 2017 17.0.08 RSU08101 Page 3 E:1Documnets%Wdghlsoft HVACIAULTZ RESIDENCE.rup Calc = MJ8 Front Door faces: S AL Job: V wrightsoft, Right-J@ Worksheet Date: OCT. 12, 2017 Entire House By: QUICK CALCS, INC. 317 ST LUCIE LANE, FORT PIERCE, FL 34946 Phone: 772-466-6799 Fax 772-466-6796 Email: QUICKCALCS@,AOL.COM 1 Room name KITCHEN WIC 3 2 Exposed wall 0 ft 11.0 ft 3 Room height 14.0 ft heat/cool 10.0 ft heat/cool 4 Room dimensions 9.0 X 19.0 ft 1.0 x 55.0 ft 5 Room area 171.0 fi2 55.0 ft' Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number (BtuIVft1'F) (Btu ft') or perimeter (ft) (Bt h) or perimeter (ft) (Btuh) Heat Cool Gross N/PIS Heat cool Gross N/P1S Heat Cool 6 W. 13A-flocs .2.19 0 0 0 0 b 61 --G 2 glazing, c1r low-e 0.320 n 8.96 8.78 0 0 0 0 0 0 0 0 2 glazing, cIr low-e 0.320 n 8.96 9.41 0 0 0 0 0 0 0 0 2 glazing, cIr low-e D.320 n 8.96 9.41 0 0 0 0 0 0 0 0 11 -"-G 2 glazing, cIr low -a 0.320 n- 8.96 9.41 0 01, 0 0 4 0 0 0 2 glazing, cIr low-e, 0.320 n' 8.96 9.41 0 0 '0 01 0 0 0 0 =�,G 2gazin :..clrlow-e. .9-41 0 _0.0 -- --- --- -- _0 0 0 0. 13A-4ocs 0.143 ne 4.00 2.19 0 0 0 0 0 0 0 0 2 qlazinq, cir low-e .0.320 ne.. 1—— 8.96 0 0 0 0 - 0 0 0, 0 VY, 13AAocs 0.143 e, 4.00 2.19 7 0 0 0, 0 0 0 0 2 glazing, cir low-e 0.320. e 8.96, 25.94 0 0 0 0 01 0 0 0 -- ' 2 glazing,.cIr low, e,- 0.320 - e_ --8.96 - 25-9.4 0 -0 .0 ------ 0 ___'_0 0' 13AAocs; 0.143 s 4.00 2.19 0 0 0 0 60 56 224 123 2 glazing, cir low-e 0.320 s 8.96 8.78 0 0 0 0 0 0 0 0 2 glazing, clr low-e 0.320 s 8.96 8.78 0 0 0 0 0 0 0 0 2 glazing, cIr low-e 0.320 s 8.96 9.41 0 0 0 0 4 4 36 38 2 glazing, cIr low-e 0.320 s 8.96 9.41 0 0 0 0 0 0 0 0 11GO 0.540 s 15.12 14.31 0 0 0 0 0 0 0 0 - 13A- . 4ocs 0.143 w 4.00 00 2.19 '0 0 0 0 50 50 - - - 200 109 .2 gla zing,,cIr low-e :.:0.280 w 7.84 24.38 0 0 0 0 0 0 0 0 2 glazing, cir low-e 0,320 w 8.96 25,94 0 0 0 0 0 0 0 0 -e 25.94, __,0 0 0 0_'_ '0 0 0 2 gl&ing,.clr low _L-0.320 __w� _,_&96 13AAocs 0.143 nw 4.00 2.19 0 0 0 0 0 0 0 0 t-G 2 qlazinq, cIr low-e 0.320 nw, .8.96 19.87 0 0 0 0 0 0 0 0, C 16AOmd 0 032 0.90 2.24 171 171 153 383 55 55 49 123 22A-!ph 0.00 ..171 0 0 0 55. 11 418 0 ...... ..... . ..... .. .... ....... ........... . . ... .... ... .. 6 c)AED excursion -841 -16 Envelope loss/gain 153 299 928 377 12 a) Infiltration 0 0 192 51 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 2000 0 Subtotal (lines 6 to 13) 153 22991 1120 429 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 14 33 8 20 14 Subtotal 167 2332 1128 448 15 Duct loads 1 24%1 38% 39 875 2 6 38% 267 168 Total room load 206 3207 1395 616 Air required (cfm) 1 8 1 143 1 1 52, 27 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -Fk wwriights4cipft- 2017-Oct-12 10:22:37 Right -Suite® Universal 2017 17.0.08 RSU08101 Page 4 EADocumnets\Wrightsoft HVAC\AULTZ RESIDENCE.rup Calc = MJ8 Front Door faces: S -�'wrightsoft' Right-J@ Worksheet Entire House QUICK CALCS, INC. 317 ST LUCIE LANE, FORT PIERCE, FL 34946 Phone: 772-466-6799 Fax 772-466-6796 Email: QUICKCALCS@AOL.COM Job: Date: OCT. 12, 2017 By: 1 Room name BEDROOM 3 BATH 2 2 Exposed wall 31.0 ft 7.0 ft 3 Room height 10.0 ft heat/cool 10.0 ft heat/cool 4 5 Room dimensions Room area 1.0 x 192.0 ft 192.0 ftz 9.0 x 7.0 ft 63.0 ftz Ty Construction U-value Or HTM Area (ftz) Load Area (ftz) Load number (Btuh/ftz--°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 Calculations approved bvACCA to meet all reouirements of Manual J 8th Ed. A -fI-4- wrightsoft- Right -Suite® Universal 2017 17.0.08 RSU08101 2017-Oct-12 1 Pat7 E:\Documnets\Wrightsoft WAC\AULTZ RESIDENCE.rup Calc = MJ8 Front Door faces: S 9e i - Job: wrightsoft° Right-J® Worksheet Entire House Date: OCT. 12, zo,7 By: QUICK CALCS, INC. 317 ST LUCIE LANE, FORT PIERCE, FL 34946 Phone: 772-466-6799 Fax: 772-466-6796 Email: QUICKCALCS@AOL.COM 1 Room name BEDROOM 2 CLST 2 2 Exposed wall 14.0 ft 0 It 3 Room height 10.0 It heat/cool 10.0 ft heat/cool 4 Room dimensions 13.0 x 14.0 ft 7.0 x 2.0 ft 5 Room area 182.0 ft2 14.0 ft2 Ty Construction U-value Or HTM Area (ft2) Load Area (ft2) Load number (Btuh/ft22F) (Btu 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-4ocs W -0.143 n 4.00 2.19 0 0 0 �0 0, 0 0 0 2 glazing, :cir low-e 0.320 n 8.96 8.78 0 0 0 0 0:_ 0 0 0 2 glazing, clr low-e 0.320 n 8:96 9.41 0 0 0 0 0 0- 0 0 2 glazing, or low-e " 0.320 " n 8.96 9,41 0 , " ' , "_0 0111, 0 0 0 0 0 11 2 glazing, clr low-e, 0:320 h 896 9.41 0 0 0 0 0 „' 0 0 0 2 glazing; clr low e � 0.320 � 8.96 : 9.41 0 0 0 0 9 Q 0 0' 2 glazing clr Iqw ,n' ..____ _8;96 . _ _9:41 ._..y.._: ; 0 .. . _.. ,.. 0 0 1�! 13A_40cs 0.143 ne 4.00 2.19 0 0 0 0 0 0 0 0 L -G 2 glazing, clr I. 0 320 no 8.96 19.87 0 0 0 0 0 0_ 0 0 _ 13A-4ocs - 0143 _ a 4.00 2.19 140 125 501 273 W 0 " " 0 0 0 2 glazing, cir low-e 0 320 a 8.96 25.94 0 0 0 0 0 0 0 0 _.__-G, ,2.glazing,_clr low,e__ _ __0.320 __e:_ -_, _8.96. -25.9.4 _ .._._r15 _ _0 _ P _134 ___�_ _389 _____ _0 _r0 __ _ _ Q. _ _ 0 13A-4ocs 0.143 s 4.00 2.19 0 0 0 0 0 0 0 0 2 glazing, cir low-e 0.320 s 8.96 8.78 0 0 0 0 0 0 0 0 2 glazing, cir low-e 0.320 s 8.96 8.78 0 0 0 0 0 0 0 0 2 glazing, clr low-e 0.320 s 8.96 9.41 0 0 0 0 0 0 0 0 2 glazing, clr low-e 0.320 s 8.96 9.41 0 0 0 0 0 0 0 0 11GO 0540 s 15.12 14.31 0 0 0 0._ 0 0 0. 4 13A14ocs _- `0143 "w '4.00 2.19 0 0 0 0 .._ .0 0 _� 0 ._ 0" ... -__ 0 2 glazing, clr low-e ..0.280 w 7.84 24.38 0 0 0 0 0 0 0 0 i G 2 glazing, clr low-e 0.320 . w 8,96 25.94 0 0 0 0 0 0 0 0 2 glazing,_clr low e.., . _ ___,�0 320 .-,_w_ �8.96 _ a_ 25,94 -. _- __M:0 . _ 0 ._ . _ ... 0 .-_ _ , _ m. 0 .._.. 0 -0 _ __0 __-__-_ U. W 13A-4ocs 0143 nw 4.00 2.19 0 0 0 0 0 0 0 0 t-G 2 plazing cir low-e 0.320 nw 8.96 19.87 0 0 0 0 0 0 0. 0 16AQrd __...,... ` _.<OQ32._u Q90.. ...2.24 ..._' 1$2._.._...:182,.......::.163,_......: 408_:::.,._ ..1_4._. ...19' _.13': 31: F.__... -?_tPh 1W-_., _W38.02 .�-a9,__-..--182 _.,..-.-_14........532 _.._-.......�_._- 14 _..._w,.._0_.-,.._.._._� _.-_,_0, 6 c)AED excursion -15 -1 Envelope loss/gain 1330 1055 13 30 12 a) Infiltration 244 65 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 1 230 0 0 Appliances/other 3001 0 Subtotal (lines 6 to 13) 1575 1650 13 30 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 10 25 -13 -30 14 Subtotal 1585 1675 0 0 151 Duct loads 24% 38%1 375 628 24% 38% 0 0 Total room load 1960 2303 0 0 Air required (cfm) 73 103 0 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. �A wrightsoft^ 2017-Oct-12 1 Right -Suite® Universal 2017 17.0.08 RSU08101 Page 6 E:\Documnets\Wdghtsoft WACIAULTZ RESIDENCE.rup Calc = MJ8 Front Door faces: S r - - wrightsoft° Right-J® Worksheet Dat Entire House Date: OCT. 12, so,7 QUICK CALCS, INC. By. 317 ST LUCIE LANE, FORT PIERCE, FL 34946 Phone: 772-466-6799 Fax 772-466-6796 Email: QUICKCALCS AOL.COM Calculations approved bvACCA to meet all requirements of Manual J 8th Ed. wrightsoft" Right -Suite® Universal 2017 17.0.08 RSU08101 2017-Oct-12 1 :222:37 EADocumnets\Wrightsoft HVAC\AULTZ RESIDENCE.rup Calc = MJ8 Front Door faces: S 9 -F- wrightsoft' RighW@ Worksheet Entire House QUICK CALCS, INC. 317 ST LUCIE LANE, FORT PIERCE, FL 34946 Phone: 772-466-6799 Fax 772-466-6796 Email: QUICKCALCS@4OL.COM Job: Date: OCT. 12, 2017 By: 1 Room name HALL 2 Exposed wall 0 ft 3 Room height 10.0 ft heat/cool 4 Room dimensions 1.0 x 52.0 ft 5 Room area 52.0 ft2 Ty Construction U-value Or HTM Area (ft-) Load Area Load number (Btuh/W °F) (Btu ft) or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 13A flocs 0143 °ri 4;OQ . 2.19 0 - 0 0 0 W 2glazing, cir,low-e` - 0.320 n' 8i96 8:78 0 0 0 0 : .2 glazing, clr low-e 0.320 n ° 8;96 9.41 0 11, 0 0 0 2 glazing, cir low-e 0.320 n 8.96 . 9.41 0 0 0 0 11 2 glazing; cir low- 0.320 n 8.96 - 9.41 0 0 0 0 „ 2 glazing, cir low-e` 0.320 n-- „ 8 96 9.41 -0 0 0 0 .2glazing..clrlowe.::. 0.320 ___n.. -§ 896 ... 9.41 _ ,.0 _. _ _ _ _ ::._--- _.._. 13AAocs 0.143 ne 4.00 2.19 0 0 0 0 . _._.. 2 glazinq, clr low-e. 0.320 ne 8.96 19.87 0 0 0 0 13A46cs 0143 a 4.OQ 219 0 "- 0 0 0 G 2 glazing; clr loci-e 0 320 ey 8.96 25.94 0 0 0 0 2 glazing._clr low-ew . _ __',0.320._" .e ._. -__8.96 _, _25.99 �_0 - .. - , __0'_'__ ._. ___0 _ _ ...._0 13A4ocs 0.143 s 4.00 2.19 0 0 0 0 2 glazing, clr low- 0.320 s 8.96 8.78 0 0 0 0 2 glazing, clr low-e 0.320 s 8.96 8.78 0 0 0 0 2 glazing, clr lowe 0.320 s 8.96 9.41 0 0 0 0 2 glazing, clr lowe 0.320 s 8.96 9.41 0 0 0 0 11GO 0.540 s 15.12 14.31 0 0 0 0 13 2 glazing, clr low- . 70.143 0 280 w w - 4.00 7.84 219 24 38 0 0 0 0 7 0 0 0 0 7 7- h,2glazmg;clr_lowe 2 glazing, cir low- - 0 320 w 8.96 25,94 0 0 0 0 _. _.__.. 0320 w-. _ 8.96, :__2594 _ w0 13A4ocs 0.143 nw 4.00 2.19 0 0 0 0 2 glazinq, cir low- 0.320 nw 8.96 19.87 0 0 0 0 C,. -- 16/k30md .._ -w- -0032 _ 0.9Q, . , __ , , _ _ __ �, ___-=-52 _w'= 47 .... �116 F_.......... tP,,h.�_ __. , _._ 1 3...... ,__ - 38_0„2 000 __._ _..52 ..r. .. 5 ._.._.. _ . 0 ...._._ .... . W, ..__........ _ ....... _..-_ ... Envelope loss/gain 47 112 12 a) Infiltration 0 0 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/other 0 Subtotal (lines 6 to 13) 47 112 Less extemal load 0 0 Less transfer 0 0 Redistribution .47 -112 14 Subtotal 0 0 15 Duct loads 124% 38% 0 0 Total room load 0 0 Air required (cfm) 0 0 Calculations approved bvACCA to meet all requirements of Manual J 8th Ed. A wrightsoft^ 2017-Oct-12 1 Right -Suite® Universal 2017 17.0.08 RSU08101 Page ae 8 E:\Documnets\Wrightsoft HVAC\AULTZ RESIDENCE.rup Calc = MJ8 Front Door faces: S 9 wrightsoft� Duct System Summary Entire House QUICK CALCS, INC. 317 ST LUCIE LANE, FORT PIERCE, FL 34946 Phone: 772-466-6799 Fax 772-466-6796 Email: QUICKCALCS ,AOL.COM •e�qt intormation For. AULTZ RESIDENCE, TIC CUSTOM HOMES MYRTLE, PORT ST LUCIE, FL Job: Date: OCT. 12, 2017 By: Heating Cooling External static pressure 1.00 in H2O 1.00 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 1.00 in H2O 1.00 in H2O Supply / return available pressure 0.500 / 0.500 in H2O 0.500 / 0.500 in H2O Lowest friction rate 1.000 in/100ft 1.000 in/100ft Actual air flow 1200 cfm 1200 cfm Total effective length (TEL) 198 ft Name Design (Btuh) Htg (cfm) Clg (Cfm) Design FR Diam (in) H x W (in) Duct Mat[ Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BATH 2 h 942 35 30 1.000 5.0 Ox 0 VIFx 26.1 135.0 st3 BEDROOM c 2303 73 103 1.000 7.0 Ox0 VIFx 13.2 115.0 st1 BEDROOM 3 h 4098 152 104 1.000 7.0 Ox0 VIFx 28.5 135.0 st3 FAMILY ROOM h 4574 170 142 1.000 8.0 Ox 0 VIFx 61.5 135.0 st4 FAMILY ROOM -A h 4574 170 142 1.000 8.0 OxO VIFx 45.5 115.0 st2 KITCHEN c 3207 8 143 1.000 8.0 Ox0 VIFx 17.7 115.0 st1 LAUNDRY ROOM c 1653 73 74 1.000 6.0 Ox 0 VIFx 12.1 115.0 SO •TOILET h 618 23 11 1.000 4.0 Ox0 VIFx 44.4 115.0 st2 • WIC C 238 3 11 1.000 4.0 Ox 0 VIFx 47.9 115.0 st2 MASTER BATH h 3550 132 82 1.000 6.0 Ox 0 VIFx 48.4 115.0 st2 MASTER BEDROOM C 2371 104 106 1.000 7.0 Ox0 VIFx 60.6 135.0 st4 MASTER BED ROOM -A C 2371 104 106 1.000 7.0 Ox0 VIFx 63.4 135.0 st4 NOOK c 2720 102 121 1.000 7.0 OxO VIFx 17.0 115.0 St1 WIC h 1395 52 27 1.000 5.0 Ox0 VIFx 31.9 135.0 st3 Supply Trunk.Detd l Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st4 Peak AVF 378 353 1.000 693 10.0 0 x 0 VinlFlx st2 st2 Peak AVF 706 599 1.000 899 12.0 0 x 0 VinlFlx st3 Peak AVF 239 161 1.000 684 8.0 0 x 0 VinlFlx st1 st1 Peak AVF 494 601 1.000 766 12.0 0 x 0 VinlFlx .,_ wri htsoft° 2017-Oct-1210:22:38 1, g Right -Suite® Universal 2017 17.0.08 RSU08101 Page 1 A E:\Documnets\Wrightsoft HVAC\AULTZ RESIDENCE.rup Calc = MJ8 Front Door faces: S Name Grill Size (in) Htg (cfm) Clg (cfm) TEL M Design FR . Veloc (fpm) Diam (in) H x W (in) Stud/,Joist Opening (in) Duct Matl Trunk rb1 Ox0 1200 1200 0 0 0 0 Ox 0 VIFx htSOft' 2017-Oct-1210:22:38 WPI �. 9 Right -Suite® Universal 2017 17.0.08 RSU08101 Page 2 �'CA E:\Documnets\Wrightsoft HVAC\AULTZ RESIDENCE.rup Calc = MJ8 Front Door faces: S This document was created with Win2PDF available at http://www.win2pdf.com. The unregistered version of Win2PDF is for evaluation or non-commercial use only. This page will not be added after purchasing Win2PDF. 0--- j Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MAY 2 RE: 74602 - AUI�TZ II ST. Lucie County, Permitting Site Information: Customer Info: GROUP ONE CONSTRUCTION Project Name: AULTZ Model: Lot/Block: Subdivision: Address: UNKNOWN City: PORT ST LUCIE State: FL MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 Wind Speed: 170 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 1 individual, dated Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# I Truss Name Date 1 1 T13682378 1 GRB1 R 4/4/18 THE JOB WAS PERMITTED PRIOR TO DECEMBER 31,2017 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE' The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. F•� 39380 ^-o� :CC= :-53 ' STATE OF ' 4U C.O R , Q P N_,, O N A 4111111110 k `e%%,* Thomas A. Albani PE No.39380 MITek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: FILE COPYAlbani, Thomas April 4,2018 1 of 1 ' L RECEIVE® MA`y, 2 2 '?01B FORM R405- 014 FLORID NCY CODE FOR BUILDING CONSTRUCTION Florida Department°of Business and Professional Regulation - Residential Performance Method Project Name: AULTZ RESIDENCE Builder Name: TC CUSTOM HOMES Street: MYRTLE Perinit Office. CITY OF PORT ST LUCIE City, State, Zip: PORT ST LUCIE ,FL , Permit Number: Owner: Jurisdiction: Design Location: FL, Fort Pierce County.: St. Lucie (Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) 9. Wall Types (2513.7 so.) Insulation .Area a. Concrete Block - EA'Insul, Exterior R=4.1 2425.70 ft2 2. Single family ormuitiple'tamify Single-family b. Frame - Wood, Adjacent R=11.0 88.00 ft2 3. Number of units, if multiple family 1 c. N/A R= ftz 4. Number of Bedrooms 3 d. NIA 10: Ceiling Types, (2135.0 so.) R_ ft2 Insulation Area 5. is this a worst case? No a. Roof Deck.(Unvented) R=20,0 2135.00 ft2 6. Conditioned floor area above grade jft'). 2135 b. NIA R= ft2 R= ftz Conditioned floor area below grade "(ft2) 0 c. NIA '11. Ducts R ftz 7. Windows (356:0 sqft) Description Area a. Sup: Attic, Ret: Attic,, AH: LAUNDRY ROOM 6 175 a. U;Factor. Dpl, U=0:32 229;00 ft2 SHGC: SHGC=o,22 b. U-Factor: Dbi, U=0.32 122.00 ft2 12.. Centrooling systems a. Central Unit kB36.0 Efficiency 36:0 SEER16:00 SHGC: SHGC=0.19 c, U-Factor: Dbl, U=0:28 5.00 fe SHGC: SHGC=0.21 13:•tieating systems kBtulhr Efficiency d. U-Factor: NIA ft2 a. Electric Strip Heat 27.0 COP:1.00 SHGC: Area Weighted Average Overhang Depth: =1.500 ft: 14. Hot water systems Area Weighted Average SHGC: 0.210 a, Electric Cap: 40;gallons 8. FloorTypes. (2135.0 sgft.) insulation :Area EF:0.980 a. Slab=on-Grade Edge Insulation R=0:0 2135.00,ft7- b, Conservation features b, N/A R= W None c, N/A R= 16. Credits None Total Proposed Modified Load's: 73.22 Glass/Floor Area: 0.167 Total Baseline Loads: 82.38 hereby certify that the plans and specifications covered by Review of the plans and 0�85 SrA�{S this calculation are in compliance with the Florid Energy specifications, covered by this (` Code, calculation indicates compliance re �r, -r,•��t� with the Florida Energy Code.u,' PREPA ED Y. (� Before construction is completed 1A l,l DATE:O thisbuilding Will be inspected for compliance with Section 553.608 I hereby certify that this building, as designe s in.c liance Florida Statutes. ,c c with the Florida Energy Co aD y�^E t� OWNERIAGENT• - BUILDING OFFICIAL: DATE: DATE: - Compliance,requires certification by the air handler unit manufacturer that the air handier enclosure quaiifie&as certified factory;.sealed in accordance with R403.2.2.1. - Compliance requires an AirBarrier and Insulation Inspection Checklist in accordance with R402,4.1.1 and starting July 1, 2017 this project_requirss an envelope leakage test report with, envelope 4eakage.•no greater than.7.0. ACH50 (111402.4.1.2). 7 40"' 1 u" N 10/121201710:33 AM EnergyGaugi* USA- v5,1 - tion A Co ant' 1z� ff "' Page.1 of 6 FILE COPY FORM R405-2014 PROJECT Title: AULTZ RESIDENCE Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 2135 Lot # Owner. Total Stories: 1 BIockISubDivision: #of Units: 1 Worst case: No PlatBook: Builder Name: TC CUSTOM. HOMES Rotate Angle: 0 Street: MYRTLE Permit Office: CITY OF PORT ST LUCIE Cross Ventilation: No County: St. Lucie Jurisdiction: Whole House'Fan: No City, State, Zip: PORT ST LUCIE , Family Type: Single-family FL, New/Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating. Design Daily Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer 'Degree Days; Moisture: Range FL, Foft Pierce. FL VERO BEACH_MUNI 2 39 90 70 75 299 62 Low BLOCKS Number Name Area Volume 1 Entire House 2135 25?86 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 MASTER BATH 156 1500 No 0 1 Yes Yes Yes 2 M WIC 80 800 No 0 1 No Yes Yes 3 M TOILET 25 260 No 0 1 Yes Yes Yes 4 MASTER BEDROO 289 4046 No 0 1 1 Yes Yes Yes 5 FAMILY ROOM 649 9Q66 No 0 1 Yes Yes Yes 6 KITCHEN 171 2394 Yes 0 1 No Yes Yes 7 WIC 3 55 550 No 0 1 Yes Yes Yes 8 BEDROOM 3 192 1920 No 0 1 1 Yes Yes Yes 9 BATH 2 63 830. No 0 1 Yes Yes Yes 10 BEDROOM 2 1,82 1820 No 0 1 1 Yes Yes Yes 11 CLST 2 14 140 No 0 1 No Yes Yes 12 LAUNDRY'ROOM 129 1290 No 0 1 Yes Yes Yes 13 NOOK 84 840' No 0 1 Yes Yes Yes 14 HALL 52 626 No 0 1 No Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulation MASTERBATH 27 ft 0 150 ftx 1 0 0 2 Slab -On -Grade Edge Insulation M W IC 1 ft 0 80 ft2 -__- 1 0 0 3 Slab -On -Grade Edge Insulation M TOILET 5 ft 0 25 ftz 1 0 0 4 Slab -On -Grade Edge Insulation MASTER BEDRO. 34 ft 0 289 ft' __r 1 0 0 10/12/201710:33 AM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant.Software Page 2-of 6 t-UKM K4UD-4u 14 FLOORS # Floor Type Space, Perimeter Perimeter R-Value Area Joist R-Value. Tile Wood Carpet 5 Slab -On -Grade Edge tnsulatton FAMILY ROOM 47 ft 0 049 f? .._ 1 0 0 6Slab-On-Grade Edge, Insulation kITGt EN 1 ft 0 171 ft= 1' 0 0 7 SIab=On-Grade.Edge Insulation WIC 3y i1 fr 0 5512 _ 1 0 0 BSIab On-Grade£dge insulation BEDROOM 3. 31 It 0 1921t? ---- 1 0 0 9 SIab=On-Grade,Edge Insulation BATH 2 7 ft 0 63 W 1 0 0 10SIab-0n Grade Edge Insulation BEDROOR2 14 ft 0 182 ft° 0 0 11Slab-0n-.Grade Edge Insulation CL$T 2, i. ft. 0 14 OF _ 1 0 0 12SIab-On4rade Edge Insulation 6AUNDRY ROOM 15 ft 0 129ffz ___ 1 0 0 13S1at-0n-Grade EcJge lnsutation NOOK 19.2ft 0 84'f? 1 0 0 14SIa6=On4jra0e,Edge insulation HAIL, 1 ft 0. 52 ft' --.- ROOF" �. Roof. Gable Roof Solar SA. Em(tt Emitt 'Deck Pitch . V # Type. Materials Area Area Color Absor. Tested Tested Insui. (deg) " 1 Hip Metal 2388 ft' F 0 ft' Light 0.6 N. o 0.9 No 20 26A ATTIC V #. Type Ventilation. Vent;Ratio:(1:In) Area. RSt IRCC 1 Fult"attic Unvented 0 2135 ftz N N 'CEILING # Ceiling Type: .Space R-Value Ins Type Area Framing Frac Tru§s Type . 1 UriderAttic:(Vnuented). MASTERBATH 20 Blown 150ft= 0::1; Wood 2 UnderAftic,(Unventedj M WIC 20 Blown ad f" 0.1 Wood 3 Under Attic (Unverlted) M'TOILET- .20 Blown 2512 01 Wood' 4 Under Attic (Unven(ad). MASTER BEDRO 20 Blown 289'ft' 0.1 Wood 5 Under Attic (Unvented). FAMILY:ROOM 20 Blown 649ft- 0>1` Wood 6 Under'Attic,(Unvented) KITCHEN 20 Blown 71•ff 0.1 Wood 7 Under,Attic (Unvented) WIC 3. 20 Blown 55 if 0:1 wow 8 Under Pittic (Unyented) BEDROOM 3 20 Blown 1921f 0.1 .Woad 9 Under Attic (UnventW BATH 2 20 Blown 63 ft� 0.1 Wood 10 Under Attic (Unvented) BEDROOM 2 20 Blown 182,ftz 9.1 Wood 11 Under Attic(Unvented) Cl.ST2 '20 Blown 14fN 0.1 Wood. 12 Under: Attic"(Unvented) LAUNDRYROOM 20' Blown 129ftz 0.1 Wood: 13 Under Attic(Unvanfed) NOOK 26 Blown 84112 0.1 Woad 44 Under Attic (Unvented) HALL 20 Blown 52fe 0.1 Wood 101121201,71 01.3Z.AM EnergyGauge�•.USA - v5.A - Section R405 4.1;Compliant Software . Page,3: of 6 FORM R405-2U14 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Space 1 N Exterior Concrete Block- Ext InsMASTER BA 4.1 12 0, 10 0 120.0 ft' 0 0 0.6 0 _ 2 W Exterior Concrete Block. Ext 'Ins&ASTER BA 4.1 15 0 10 0 150.0 ft' 0 0 0.6 0 _ 3 N Exterior Concrete Block - ExttnsulM TOILET; 4.1 5 0 10 0 50.0 ft' 0 0 0,6 0 4 S Exterior Concrete Block - Ext InstMASTER BE 4.1 17 0 14 0' -238.0 ft' 0 0 0.6 0 _ 5 W Exterior Concrete Block.- Eid InsLMASTER BE 4.1 17 0 14 0 238.0 ft' 0 0 0.6 0 _ 6 N Exterior Concrete Block'- Ext lns61AMlLY R00 4A 21 0 14 0 294.0 ft' 0 0 0.6 0 _ 7 E Exterior Concrete Block - EXt InsOIAMILY ROO 4.1 4 0 14 0 56.0 ft' 0 0 0.6 0 _ 8 S Exterior Concrete Block --Ext Ins(PAMILY ROO 4.1 22 0 14 0 308.0 ftz 0 0 0.6 0 _ 9 S Exterior Concrete Block- Ekt, insul W (C 3 4.1 6 0 10 0 60:0 ft2 0 0 0.6 0 10 W Exterior Concrete Bidck - E)d lnsul WIC 3 4.1 5 0 10 0 50.0 ft' 0 0 0.6 0 _ 11 E Exterior Concrete Block - Ext Ins8EDROOM 3 4.1 12 0 10 0 120.0 ft' 0 0 0.6 0 _ 12 S Exterior Concrete Block = Ext InsZEDROOM 3 4.1 15 0 10 0 150.0 ft2 0 0 0.6 0 13 W Exterior Concrete. Block, Ext InsSEDROOM 3 4.1 4 0 16 0 40:0 ft' 0 0 0.6 0 _ 14 E Exterior Concrete, Block- Ex! Insuf BATH 2 4.1 7 0 10 0 70.0 ft' 0 0 0.6 0 _ 15 E Exterior Concrete Block - Ext Ins2EDR0OM 2 .4.1 14 .0 10 0 140.0 ft2 0 0 0.6 0 16 N Exterior Concrete Block - Ext InsitIAUNDRY R 4.1 13 0 10 0 130.0 ft' 0 0 0.6 0 _ 17 E Exterior Concrete'Block = Ext Ins0UNDRY R 4.1 2 0 10 0 20.0 ft' 0 0 0.6 0 _ -18 N Exterior Concrete Block - Ext lnsul 'NOOK 4.1 5 0 16 0 50.0 R2 0 0 0,6 0 19 NE Exterior Concrete Block - E)t'Insul 'NOOK 4.1 3 7 10 0 35.8J0 0 0 0.6 0 _ 20 W Exterior Concrete Block- Ext Insul •NOOK. 4.1 7 0 10 0 70.0 fP 0 0 0.6 0 _ 21 NW Exterior Concrete Black - Ext Insuf , NOOK 4.1 3 7 10 0 35.8 ft2 0 0 0.6 0 _ _ 22 W Garage Frame - Wood LAUNDRY R 11 8 11 88.0 ft2 0 0 0.600000 0 DOORS # Omt Door Type Space Storms U-Value Ft Width In Ft In Area 1 S Insulated FAMILY ROO None .4 6 8 48 ft2 WINDOWS Orientation shown.is.the entered, Proposed orientation. / Wall Overhang V # Omt ID Frame Panes, NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 Vinyl Lo%ir-E Double Yes 0.32 0.22 4.0 ft; 1 ft61n 1 ft4 in None None 2 N 1 Vinyl Low-E Double Yes 0.32 0.22 24.0 ft' 1 ft 6 in 1 ft 4 in None, None 3 W 2 Vinyl Low-E Double Yes 0.28 0.21 5.0 ft' 1 ft 6 In 1 ft 4 in None None 4 S 4 Vinyl Low-E Double Yes 0.32 0.19 20.0 ft2 1 ft 6 in 1 ft 4 in None None 5 W 5 Vinyl Low-E Double Yes 0,32 0.19 30.0 ft2 1 ft 6 in 1 ft 41n None None 6 N 6 Vinyl Low-E Double Yes 0.32 0.22 15.0 ft2 1 ft 6 in 1 ft4 in None None 7 N 6 Vinyl Low-E Double Yes 0.32 0.22 96.0 W 1 ft 6 in 1 ft4 in None None 8 S 8 Vinyl Low-E Double, Yes 0,32 0.19 12.0 ft2 1 ft 6 in 1 ft'4 in None None 9 S 8 Vinyl Low-E Double Yes 0.32 0.19 20.0 fl2 1 ft 6 in 1 ft4 in None None 10 S 9 Vinyl Law-E Double Yes 0.32 0.22 4.0 ft2 1 ft 6 in 1 ft 4 in None None 11 E 91 Vinyl Low-E Double Yes 0.32 0.22 15.0 W 1 ft 6 in 1 ft4 in None None 12 S 12 Vinyl Low-E Double Yes 0.32 0.19 20.0 ft2 1 ft 6 in 1 ft 4 in None None 101121201710:33,AM EnergyGaugeV USA - v5.1 - Section R405.4.1 Compliant Software Page 4.of 6 t-Uruvr rc4vZ)-/-v i4 WINDOWS Orientation shown is theentered, Proposed orientation. / # Wall Omt ID Frame Panes NFRC Overhang U-Factor SHGC Area Depth Separation int Shade Screening 13 14 15: 16 17 18 19 E 14 Vinyl Low-E Double E 15 Vinyl Low-E Double N 16 Vinyl Low-E Double N 18 Vinyl Law-E'Double NE 19 Vinyl Low-EDouble. W 20 Vinyl Low-E Double, NW 21 Vinyl Low-E Double Yes Yes Yes Yes Yes Yes Yes 0.32 0..22 6.0 ft2 1 ft'6 In 1 ft 4 in None 0.32 0.22 15,0 ft? 1 ft 6 in 1 ft 4 in None 0.32 0.22 6:0 ft' 1 ft 6 in. 1 ft 4 in None 0.32 0.19 20.0 ft2 1 ft6 in 1 ft4 in None 0.32 0.22 10.0 ft2 1 ft 6 in 1 ft 4 in None 0.32 0.22 24.0 f12 1 1t 6 in 1 ft 4 in None 0.32 0.22 10.0f? 1 ft 6 in 1 ft 4 in None None None None. None None None None GARAGE # Floor Area Ceiling. Area: Exposed Wall Perimeter Avg. Well Height Exposed Wail insulation 1 441 ft? 384 ft2 8 ft 11 ft 11 INFILTRATION # Scope Method SLA ° CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) bo0537 3008.4 165A6 310.6 .3922 7 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat None COP:1 27 kBtu/hr 1 sys#1 COOLING SYSTEM # System Type Subtype "Efficiency Capacity Airflow SHR Block Ducts 1 Central'Unit Split SEER: 16 36 kBtu/hr 1080 cfm 018 1 sys#1, HOT WATER SYSTEM # System Type SubType• Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.98 40'gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft2 DUCTS / v -- supply # Location R-Value Area — Return --- Air CFM 25 CFM25 . Location Area Leakage Type Handler TOT OUT ON RLF HVAC # Heat Cool 1 Attic 6, 17.5 ft2 Attic 18 ft2 Default Leakage LAUNDRY (Default) c(Default) c 1 1 10/12/201710:33 AM EnergyGaugeB USA - v5.1_- Section R405.4.1 Compliant Software Page of 6 FORM R405-ZU14 TEMPERATURES Programable Thermostat: N Ceiling Fans: Cooling ]Jan Heating (X] Jan Feb Feb Mar Mar Q Apr Apr [ [ j May rX� ] May [ Jun ] Jun [X] Jui [ ] Jui (X] Au [ ,I Aug fl Sep Sep �( Oct Oct,, Nov No Dec Deecc Venting [ 1 Jan Feb Mar Apr [ 1 May [[[ ] Jun [) Jul [) Aug p Thermostat Schedule: HERS 2006.Reference Hours 8 9 10 11 12 Schedule Type 1 2 3 4 5 6 7 Cooling (WD) AM Pull 78 80 78 80 78 80 78 80 78 78 78 78 78 78 78 78 80 78 80 78 80 78 80 78 Cooling (WEH) PM' 80 80 80 80 78 78 78 78 78 78 78 78 Heating (W,D) M 68 68, 65 68 68 68 68 5 68 68 68 68 68 68 68 68 68 Heating (WEH) AM PM 65 68 65 68 65 68 65 68 65 68 65 68 65 68 68 68 68 68 68 68 68 68 68 68 101121201710:33 AM EnergyGau9e4) USA - v5.1 -Section R405.4.1 Compliant Software Page 6 of 6 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* =:89 The lower the EnergyPerformance Index, the more efficient the home. MYRTLE, PORT ST LUCIE, FL, 1. New construction or existing 2. Single family or multiple family. 3. Number of units, if, multiple•family 4. Number of Bedrooms. 5. Is this a worst case? 6. Conditioned floor area(ft) 7. Windows- Description a. U-Factor: Dbl, U=0.32 SHGC: SHGC=0.22 b. U-Factor: Dbl, U=0.32• SHGC: SHGGp.19 c. U-Factor: Dbl,.U=0.28 SHGC: SHGC=0.21 d. U-Factor: NIA SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: New (From Plans) Single-family, 1 3 No 213.6 Area 229.00.ft2 122,00 ft2 6.00 ft2 ft' 1.500 ft. 0.210 8. Floor Types Insulation :Area a. Slab -On -Grade Edge Insulation R=0.0 2135.00 ft2 b. NIA R= ft2 c. NIA R= ft2 I certify that this home has complied with the F Construction through the above energy saving in this home before final inspection. Otherwise based on installed Code complianoatureVZ Builder Signature: Address of New, Home: 9. Wall Types Insulation Area a..Concrete Block - EA Insui, Exterior R=4.1 2425.70 11:2 b, Flame - Wood, Adjacent R=11.0 88.00 ft2 c. NIA R= 112 d. NIA R= ft2 10.'Ceiling Types' insulation Area a. Roof Deck:(Unvented) R=20.0 2135.00 ft2 b: NIA R= ft2 c. NIA R= ft2 11. Ducts R ft' a. Sup: Attic; Ret Attic, AH: LAUNDRY ROOM 6 175 12. Cooling systems a. Central Unit 13. Heating systems a. Electric Strip Heat U. Hot water systems a. Electdc b. Conservation features None 15. Credits ehcy Code for Building ill be installed (or exceeded) Isplay'Card will be completed Date: City/FL Zip: kBtuthr Efficiency 36.0 SEER16.00 kBtuthr Efficiency 27:0 COP:1.00 Cap: 40 gallons EF: 0.98 None *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. 10/121201710:34 AM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 11 of 1 FORM R405=2014 TABLE 402.4.1.1 AIR BARRIER AND .INSULATION INSPECTION COMPONENT CRITERIA Project Name: AULTZ RESIDENCE Builder Name: TC CUSTOM HOMES Permit Office: CITY OF PORT ST LUCIE Street: MYRTLE City, State, Zip: PORT ST LUCIE, FL, Permit Number: Owner: Jurisdiction: Design Location: FL, Fort Pierce 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 airbarrier,in any dropped ceiling/soffit shall. be aligned with the insulatton and any -gaps in the air barrier shall be•sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces,shali be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate,shail 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 Rim 'gists 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 atlany exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attachedlo the crawispace walls. Exposed earth in unvented crawl spaces shall.be covered with a Class I " 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 s aces. 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 a rA nnn1 4 to the r4r n 11 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 101121201710:34 AM EnergyGauge® USA - v5A - Section R405.4.1 Compliant sottware rayp r T 0 i 80'-6" 36'-S" 3-1 5-6 4-7 i1-11 2 4-3 4-0 4-2 2 5-7 HI , o 5'- 0°' � 44--0111 ;jrnj `�, 0'-8" i l'-0" 11'-0" 7 ® ® 10 E ❑ ❑ g,-91„ 2 TE�v][D] WFUP AROUND PORCH • " .-SIN 7 _ ZD ® UN RY ROOM C-itibN NOOK '-0" FLAT CEILING N E 10'-0" FLAT CEILING 5 12'-12° O E B E E 0 E E E E EE ❑ •• E E —_ 61-0" 20'-111„ CLOSET 2 ❑ E ®� 4'-0" REF 7 ❑ E 0 %D 12`-12" E N o Island W.I.C. N MASTER BATH VAULTED ® tiry BEDROOM 2 iO CEILING 7'-102" 0) FAMILY ROOM Vaulted Ceiling 00 10'-0" Flat Ceiling 6'-0" E RANG T-PPI 3 z KITCHEN 00 N Vaulted Ceiling ❑ E 11 --------------- 2 O DW 8'-4" • HALLWAY E BATH 2 ZD 10'-0" FLAT CEILING E MASTER BEDROOM �bN ❑ VAULTED CEILING ® • ❑ 5'-72" CLO ❑ O 7`- "" En 4 N ❑ W.I.C. • ❑ ❑ E ;o BEDROOM 3 io O 01 M M 10'-0" Flat Ceiling E E E E E E IDE Fill IEI E E © E WRNIP AROUND PORCH �N 15'-51" 2 4X4 P.T. COLUMN rq WRAPPED IN CEDAR in (TYP.) OO 0 0 E 01 IB QEII IE 6„ 0'-8" 32'-3" ❑ 12 0" BLOCK W/ (4) #5 ❑ ❑ O io io (TYP.) 12 0" 5' 0" 7'-52" 12'-82°, 9'-1" 4,_0 4'-0 2'-llZ„ 2'-112„ 8,-42„ 8'- 4-21 29'-3" 8'-0" s°-11°' 16'-9" 59'-102" 64'-102" 9 FLOOR PLAN a"=1' SCALE CLIMATE AND GE❑GRAPHIC DESIGN CRITERIA DAMAGE FROM WEATHERING — NEGLIGIBLE DAMAGE FROM TERMITES — VERY HEAVY DOOR SCHEDULE MARK STYLE +D. P. NOTES WDDDOR HGT❑1 OVERHEAD 16' -0' 8'-0' +29. 5 -32, 3 2❑ DOUBLE EXTERIOR 6'-0' 8'-0' +30.3 -38.4 (SINGLE LITE FR. DRS, ) MAIN EGRESS -DO NOT SHUTTER ❑3 BIFOLD 2'-0' 6'-B' HOLLOW CORE-6 PNL, ® SINGLE INTERIOR 2'-6` 6'-B' HOLLOW CORE-6 PNL, 5❑ SINGLE INTERIOR 2'-8' 6'-B' HOLLOW CORE-6 PNL, © SLIDING TRIPLE EXTERIOR 12' -0' 8'-0' +28. 6 -35. 1 7❑ BIFOLD 3'-0' 6'-8' HOLLOW CORE-6 PNL, ® SINGLE EXTERIOR 2'-8' 6' -8' +31, 9 -41, 8 FG 6 Pane l Door withWeatherstripping and Threshold 9❑ DOUBLE INTERIOR 6'-0' 6'-8' HOLLOW CORE-6 PNL, ©0 BIFOLD 4'-0' 6'-B' HOLLOW CORE-6 PNL. 11 POCKET INTERIOR 2'-8' 6'-8' HOLLOW CORE-6 PNL. NOTE' ALL WINDOWS TO BE IMPACT RESISTANT. WIND❑W SCHEDULE MARK TYPE STYLE SIZE D. P'_ NOTES O SH 35 SINGLE HUNG 4'-6' '-3' +31. 9 -4L 7 ® SHH 33 SINGLE HUNG 3' -2' 2' -2' +33, 5 -44. 8 OBS O SHH 33 3INGLE HUNG 6' -1' 1' -1' +33. 5 -36. 3 OBS ® PW IXED GLASS 3' -0' 2' -0' +33, 5 -44. 8 O SH 25LINGLE 3' -2' 5' -3' +32, 7 -43. 3 EGRESS © PW 2' -0' 2'-0' 133. 5 -44, 8 O SH e5 4'-6' T-3'+31, 9 -41,7 ® SH 25 2'-4' 5'-3'+33, 5 -44. 8 2'-0' 2'-0' +33. 5 -44. 8 AREA SCHEDULE LIVING AREA 2135 SQ. FT. GARAGE 438 SQ. FT. PORCH 00- 825 SQ. FT. ENTRY 148 SQ. FT. TOTAL 3546 SQ. FT. Scope of Work CUBIC VOLUME OF THE C❑NDITI❑NED SPACE (CUBIC FEET) Single level CBS single family residence Building Code 2014 Florida Building Code: Residential 2011 National Electric Code Design Loads Roof Live Load: 1 20.0 p.s.l'. Floor Live L N.A. Wind Speed: 170 M H (3 second gusts) Wind Import nce F ctor: 1.0 Building Cate II Wind Exposure: B Internal Pressure Coefficent: .18 Structure Designed: Enclosed Assumed Soil bearing capacity: 2000 p.s.f. ALL MANUFACTURES LABLES SHOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED 25,786 ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMPLIANCE REVIEWED BY PLANS AND PERMIT MUST BE KEPT ON SITE OR NO INSPECTION(S) WILL BE f � RCEIVrD MAY 2 2 201 EV ST, LUCIe Cnunty, PRk�rmltting .��\\JUM DESIGN & FORENSICS, INC. 725 SE. PORT SAINT LUCIE BLVD. surrE 203 PORT SAINT LUCIE EL 3 4 9 8 4 (772)285-0572 BRIAN J. 1VIASKOL FL PE #66080 z z 0 w° u z w H q Q w � Q a o z Q a 5 � ro a a ; Q 0 z 0 5 w a N wQw Q � w rU W N G� 4 DATE DESIGNED GMW 07-20-17 DRAWN GMW 07-20-17 CHECKED JOB NO. 201 /7 -199 A=1 d2 12 4X4 P.T. COLUMN (TYP. ) (2)-2X12 P.T. BEAM Q 6 RIDGE VENT (TYP.) FRONT T.O. KNEE T.O. +12 ElEl ELEVATION 4"=1' SCALE ROOF VENTILATION CALCULATIONS VENTILATION REQUIRED: 3546 X 144X1/150=3404 SQ IN TOTAL HOUSE VENTILATION : 936 SQ IN TOTAL SOFFIT VENTILATION: 3285 SQ IN TOTAL VENTILATION PROVIDED: 4221 SQ IN 6 12 46 5�2 12 6 16" X 8" SOFFIT VENT S AT 6'-0" O.C. MAX. (TYP 4"=1' SCALE 1901 F;T4-1 Z 4 +11'-0” T.O. BEAM +10'-0, T.O. WIN. i M-3QI]Y lie „��SIJ DESIGN & FORENSICS, INC. 725 SE PORT SAINTLUCIE BLVD. SUITE 203 PORT SAINT LUCIE PL 34984 (772)285-0572 BRIAN J. MASKOL FL PE #66080 z z 0 a ° u w w Q q H •, ro w � q a zc Q x w ro x 7 a q � N Y O z ° 5 w a N 04 M Q w � Q � w w D ATE DESIGNED GMW 07-20-17 DRAWN GMW 07-20-17 CHECKED JOB NO. 2017-199 A=3 . .SUMMIT L 1. "'=1' SCALE ROOF VENTILATION CALCULATIONS MAIN HOUSE VENTILATION REQUIRED: 3546 X 144X1/150=3404 SQ IN TOTAL HOUSE VENTILATION : 936 SQ IN TOTAL SOFFIT VENTILATION: 3285 SQ IN TOTAL MAIN HOUSE VENTILATION PROVIDED: 4221 SQ IN 14"=1' SCALE AT 6'-0" O.C. MAX (TYP.) DESIGN & FORENSICS, INC. 725 SE PORTS AIN f LUCIE BLVD. SUITE 203 PORT SAINT LUCIE EL.34984 (772)285-0572 BRIAN J. MASKOL FL PE # 66080 z rH11 0 a c u u F a w z Q w � Q a z z z o 5 w a Q � N � 0 O 5 W F4 DATE DESIGNED GMW 07-20-17 DRAWN GMW 07-20-17 CHECKED JOB NO. 2017-199 i PRODUCT APPROVAL Approval Number Product Model Number Manufacturer Glass Type Attachment Method Building Rated Design Pressures Product Rated Design Pressures NOA#:16-0714.03 S.H. Windows SH-5500 PGT Windows and Doors Impact 1 4 x 1 4 min embedment Tap�ot anchors. At jambs provide 4 anchors above MR and 4 anchors below MR and provi a (3) anchors at head. See Win Door / Schedule +65/-70 NOA#:16-0629.12 Fixed Window PW 5520 PGT Impact 1/4" x 1 3/4" min embedment Tapcons @ 6"/15"O.C. See Elev. 49+/-130 NOA 16-0629.10 # Sliding Glass Door 9 SGD-780 PGT Impact p (2 Rows) 1/4" x 1 3/8" min embedment tapcons staggered 5'/15" O.C. and clusters of 6 at interlock See Elev. +/- 80.0 FL#.5891.4 Swing Doors Fiberclassic Thermo Tru NA 1/4" x 1 1/4" min embedment @ 6"/17.2" O.C. See Elev. +/- 67.0 FL#: 15225.3 French Doors Fiberclassic Thermo Tru Impact 1/4" x 1 1/4" min embedment @ 6"/17.2" O.G. See Elev. +/- 47.0 FL#: 5684.1 Overhead Door W8 09 Clopay NA 5/16" x 1 5/8" min. embed. lag screw each bracket See Elev. +54 / -60 Approval Product Model Numbs Manufacturer Attachment Method Building Rated Product Rated Number Design Pressures Design Pressures NOA#: 15-0212.07 Roofing 5V CRIMP SUNLAST ##10 SCREWS @ 16" O.C. IN FIELD & @ 8" O.C. IN PERIMETER AND CORNERS SEE PLAN -74.75 FIELD -176 PERIMETER/CORNER METAL ROOFING OVER 30# ROOF FELT OVER 19/32 C.D.X. PLYWD. SEE CONNECTOR SCHEDULE 12 PRE ENG. WD. 6� TRUSSES 24 c.c. ALUM. DRIP EDGE ON M 2 x 6 P.T. FASCIA WRAP WITH ALUM. WIRE LATH AND STUCCO SOFFIT WITH VENTS PROVIDE "CASTCRETE" PRECAST LINTELS ABC ALL OPENINGS TWO COAT STUCCO FI GRADE NOTE, FOAM INSULATION SHALL BE ICYNENE (R-22) CLASSIC MAX. IGNITION BARRIER NOT REQUIRED ICYNENE INSULATION (R-22) CLASSIC MAX 1 /2" CLNG. 1 x 4 P.T. BOARD FIRESTOP (2) COURSE BEAM BLOCK WITH (1) #5 REBAR AND FILLED WITH GROUT EACH 8X16x8C.M.U. WITH #5 VERT. DOWEL IN GROUT FILLED CELLS 1 x 2 P.T. FURRING 24"o.c. -R4 FOIL INSULATION AT LIVING AREA (PROVIDE THIS INSULATION BETWEEN GARAGE & LIVING SPACE ALSO) -1/2" GYP. D.W. P.T. i00# CONC. FOOTING TH (2) #5 REBAR Cast in Place Sill or Tie Beam Option In the event that the precast products are damaged in the field cast in place sills and tie beams may be used (not to exceed 5-10) Typical cost in place tie beam to be a min. 8 x 12 with two #5 top and two #5 bottom. Safe Load Table Notes Installation Notes 1. All values based on minimum 4' nominal bearing. 1. Exception: Safe loads for unfilled U lintels must Instgllation of U lintels must comply with architectural and/or structural drawings. be r,.pced by 20% if bearing length is less than 6 1 . 2. U lintels can be field cut to the required length. 2. N.R. = Not Rated 3. Cost in place concrete may be provided in composite 3. Safe loads are superimposed allowable loads. U lintel in lieu of concrete masonry units. 4. 4. One /7 rebar may be substituted for two #5 rebar in 8 inch U lintels only. U Tall ha installed in exterior The exterior surface walls concrete masonrywalls shall have a coating of stucco applied in accordance with ASTM C-926 or other 5. All safe loads In units of pounds per Ilnler foot. approved coating. 5. 6. All safe loads are based on simply supported span. Concrete masonry units used In composite U lintel shall be laid in a running bond. 7. Safe load ratings based on rational design analysis 6. per ACI 318 and ACI 530. Shore composite lintels as required. 7, U lintels are manufactured with a 5 1/2" long notch at both ends to occomodate vertical ceir reinforcing and grout. 8F16-1 B/1 T Lintel Type Designation Composite U Lintel Materials 1. Grout per ASTM C476 fg=3000 poi with maximum 3/8 inch aggregate and B to 11 Inch slump. 2. Reber per ASTM A615 Grade 60 3. Concrete masonry unite (CMU) per ASTM C90 with minimum net area compressive strength = 1900 psi 4. Mortar per ASTM C270 Type M or S Attach 2X6 or 2x8 P.T. Bucks w/(2) 1/4" Tapcons (1-1/4" Min Embedment) Spaced @ 1'-0" O.C. Start 4" From Ends and Provide 2" Min. Edge Distance at Masonry f� 4" 2500# FIBERMIX CONC. METAL ROOF ON 30# ROOFING FELT OVER 006 VAPOR BARRIER OVER 5/8"CDX PLYWOOD SEE FOOTING ON CLEAN, COMPACTED, (SEE ENGINEERING SPECS. FOR NAILING) DETAILS TERMITE TREATED FILL PRE-ENGINEERED ROOF WIRE LATH & TRUSS PAINTED STUCCO CONNECTOR TO TRUSS PER CEILING PLANS ETAL DRIP ON 2X4 DOUBLE TOP PLATE ALUM. FASCIA Typical Wall Section PAINTED STUCCO FINISH OVER OVER 2 X 6 NOT TO SCALE WIRE LATH AND TWO LAYERS OF SUB -FASCIA WATER RESISTIVE BARRIERS TOP OF KNEE WALL EL. = +22'-4" 2X4 STUDS @ 16" O.C. SIMPSON SPH4 @ EACH UD TOP AND BOTTOM W/ 5/8" PLYWOOD SHEATHING 10-10DXI}' NAILS TO STUD ATTACHED TO FRAMING W/ BD NAILS @ 6"O.C. AT 2X4 PLATE EDGES AND 6" O.C. IN FIELD TOP OF ROOF (2) #10x*' WOOD SCREWS FRAMING OL MIN. 6" FROM CORNERS & EL. = VARIES NP 0 12" O.C. s METAL ROOF ON 30# ROOFING FELT PROVIDE DBL. 2X4 BLOCKING BETWEEN OVER 5/8" COX PLYWOOD (SEE ENGINEERING SPECS. FOR NAILING) TRUSSES @KNEE WALL BOTTOM PLATE - ROOF TRUSS PER ATTACH 2X4 BLKG TO SIDE OF TRUSS W/ 16D TRUSS MFG. NAILS @ 6" O.C. STAGGERED AND BETWEEN TRUSSES W/ SIMPSON LUS24-2 HANGERS CUPOLA FRAMING SECTION 1/2.=V-0" WIRE LATH AND STUCCO CONN ECTOR TO TRUSS PER PLANS SIMPSON AC4 W/ (28)-16d NAILS EACH POST TO HEADER (USE SIMPSON LCE4 @ CORNER POSTS W/ (24)-16d NAILS) PRE-ENGINEERED ROOF TRUSS METAL DRIP ON ALUM. FASCIA OVER 2 X 6 WIRE LATH AND STUCCO SOFFIT WITH VENTS (2)-2X12 WOOD HEADER WITH }" CDX PLYWOOD SPACER GLUED AND NAILED W/ 16d NAILS AT 8" O.C. STAGGERED BOTH SIDES WITH WIRE LATH AND STUCCO. P.T. 4X4 WOOD POST WRAPPED IN CEDAR NOTE: FRAMING SHALL BE S. PINE No. 2 @ PORCH FRAMING SIMPSON ABU44 W/ (12)-16d & (1)-5/B" DIA. X 12' ANCHOR BOLT FINISH GRADE \� �2500# CONCRETE FOUNDATION. SEE FOOTING DETAILS. PORCH FRAMING SECTION 3/8" continuous bead of caulk (back bedding) behind buck to prevent liquid passage set flange in continuous - bead of caulk across the entire face of buck 19 stucco finish----/ Attach 1x p.t. bucks with 8d coil nails at 12"o.c. Attach 2X6 or 2x8 P.T. Bucks w/(2) 1/4" Tapcons (1-1/4" Min Embedment) Spaced @ 1'-0" O.C. Start 4" From Ends and Provide 2" Min. Edge Distance at Masonry CBS ° Min. 1 3/8" embedment at windows °: d ° ° ° ° d' ° ° `1 /2" drywall - 1/4" max. struct. shim caulk attach as per manufacturers product approvals Typ. window jamb ordoor jamb NOTE: Method of attachment and waterproofing procedures are the same at poured concrete sill. Curable sealants shall comply with ASTM C 920 Class 25 grade or greater for proper joint expansion and contraction Typical Window & S.G.D. Jamb Detail at CBS Wall Includes Buck Attachment Method DESIGNED TO MEET THE REQUIREMENTS OF FBC 2014 SECTION R703.8 "FLASHING" Alum. window frame 3/8" continuous bead of - caulk (back bedding) behind shim to prevent liquid passage 1/4" struct. shim set flange in continuous bead of caulk across the entire face of buck perimeter caulk - stucco finish Mi HIM corrosive resistant Tapcon concrete srews installed as specified in window manufacturers product approval window sill Gunable sealants shall comply with I ° ASTM C 920 Class 25 grade or greater for proper joint expansion and contraction precast conc. sill Typical Precast Conc. Sill Detail PRE -MANUFACTURED ROOF TRUSSES 2'-0" O.C. 30 MIN. " DRYWALL CIELING GALVANIZED TOP PLATE DRYWALL BOTH SIDES METAL STUDS (TYP.) PLATE FATED BOTTOM I j,�LIGHT GAUGE METAL TRACK FASTEN TREATED BOTTOM PLATE TO SLAB W/ 4" THICK CONCRETE SLAB 0.145" Ox2-1/2" LNG. (2500 psi) WITH FIBER MESH P.A.F. @ 16" O.C. OVER VAPOR BARRIER OVER CLEAN COMPACTED TERMITE TREATED SOIL TYP INTERIOR WALL SECTION 12"=1' SCALE ..��SUMMIT DESIGN & FORENSICS, INC. 725 SE PORT SAINT LUCIE BLVD. SUITE 203 PORT SAINT LUCIE FL 34984 (772) 2 8 5 - 0 5 7 2 BRIAN J. MASKOL FL PE #66080 J z z C a � w Q z c. U a ° w a z O 13 r a E w W Q 'z - o z 0 w a N w C)C C� Z W � F rl 1"ry N a FBI DATE DESIGNED GMW OS-OS-17 DRAWN GMW n5-08-17 CHECKED JOB NO. 2017-199 .11e, 5' r \ \ 6'-5" •-7 1 " 5'-10" —7 1 •• 1'-9" I I \\ \ I I I I .—--I----�--————— — — — — ——----—————— --I------I------ I \ \ I I I I I I \ \ I I I I I I \ \ I I I I I I \ SIMPSON HPC 210-2 W/ SIMPSON AC4 W/ (28)-16d \ \ 3" PLATE FABRICATED BUCKET X 10" TA4IL I I I iv (16)-16d (TYP.) NAILS EACH POST TO HEADER \ W/ (2)-1/2" DIA. THRU BOLTS @ BEAM I& (USE SIMPSON LCE4 @ \ \ (2)-5/8" DIA. EXPANSION ANCHORS ( I r� CORNER POSTS W/ (24)-16d EMBED.) CENTERED ON BUCKET W/ NAILS) (TYP.) \ i\ VERTICAL SPACINIG I m J JP1 _ \ n JU 1'— 015 16" II II II II II II II ,i I 0 11'r51`ffI�II��I'GINIIr -- -- — — — — — —_ �- 4X4 P.T. COLUMN (2)-2X12 BEAM (TYP.) (TYP.) 5 �I, 7'— INDICATES LOAD BEARING INDICATES LOAD BEARING REQUIRED BY TRUSSES REQUIRED BY TRUSSES SUPPLIED BY BUILDER SUPPLIED BY BUILDER AT A HEIGHT OF 10'-0" AT A HEIGHT OF 22'-4" ABOVE FINISHED FLOOR ABOVE FINISHED FLOOR 2 INDICATES LOAD BEARING REQUIRED BY TRUSSES INDICATES LOAD BEARING SUPPLIED BY BUILDER REQUIRED BY TRUSSES AT A HEIGHT OF 12'-0" SUPPLIED BY BUILDER ABOVE FINISHED FLOOR AT A HEIGHT OF 11' ABOVE FINISHED FLOOR II III A N1111111000roI VA 10 TRUSS PLAN 4"=1' SCALE JA3 JA5 MID / J5 J7 N c0 CD +4II II II II tv_! ®111 in � ago M /12001 —%0 J7 J7 J5 J3 J1 CRICKET X' "\17 BY BUILDER V4 J7 I V J7 I J7 J7 J7 _ I J7 J7 I a J7 I I 3'-0 1 2" I " J7 I J7 MV I J7 M V4 J7 MHV J7 kh I RA1 04 GRA 10 to I J3 I I, 20'-7" L. �I J1 I —L— I I I I I Y 3'-111 16'-9" I A 2 2 CLOUDED AREAS ARE OF SPECIAL CONCERN & MUST BE CHECKED CAREFULLY & MAY INDICATE DEVIATI❑N FROM PLANS, 12 upset=1/4" heel=3 13/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 10' END DETAIL : PORCH upset=l /4" heel=4 3/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 12' END DETAIL : ENTRY 12 / upset=1 /4" heel=4 3/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 10' TYPICAL END DETAIL Connector Notes: Do not substitute connectors Do not sheath trusses before all straps are in place Attach valley trusses and piggy back trusses, if present, to main trusses per truss manufacturer drawing. Truss to truss connection by truss company, installed per manufacturers specs. Lateral forces perpendicular and parallel to wall has been considered (less than 300 p.l.f.) Contractor to approve temporary bracing to prevent toppling of trusses, see HIB-9. Other specs, if different from above, have priority. Provide one stud for each girder ply at each Brng. point Connector Schedule Truss Bearing Truss Connector Connector Point Uplift ID Qnty. Uplift Fasteners GRD,GRG, (22)-10d TO GIRDER SGRB1es ALL <2500# MGT 1 3965# (1)-5/8" ADHESIVE ANCH R (12" EMBED.) All trusses ALL <1000# HETA20 1 1810# (9) 1od x 1 1/2" to CBS trlusl I ALL ses UNO <1000# MTS18 1 1000# (14) 1Od to Frame HU26 1 335# 4 1/4" x 1 3 4" TITEN �2� 2 GRB 8 1129# 10d x ,-1%" HGAM10 2 2010# 4 1 /4" x 2 3/4" TITEN 2 4 1 /4" x 1 3/4" SIDS E. CLIP JA5 4 60# HU26 1 335# TITEN �43 1/d 2 xx1113/4" LGUM-2—SDS 1 3575# (8) 3/8" x 4"//TITEN HD GRB1 10 4258# (8) 1/4" x 2-1/2" SIDS HGAM10 2 2010# (4) 1 /4" x 2 3/4" TITEN 2 (4) 1 /4" x 1 1 /2" SDS E. CLIP ..��SU DESIGN & FORENSI�_S 725 SE PORT SAINT LUCIE I SUITE 203 PORT SAINT LUCIE PL 33E BRIAN J. MASKOL FL PE # 66080 DESIGNED GMW 05 DRAWN GMW 05 CHECKED JOB N( 2017-1 T-