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Home My WebLink AboutREVISION - BUILDING PERMITOFFICE USE ONLY: DATE FILED: _I' l l 2• 1 9 REVISION FEE: % ,S 00 PERMIT # I I U 0' 1 1 11 RECEIPT # I'-) (12 2 PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION=RECEIVED2300 VIRGINIA AVENUEFORT PIERCE, FL 34982.5652 (772)462.1553APPLICATION FOR BUILDING PERMIT REVISIO PROJECT INFORMATION LOCATION/SITE ADDRESS: 1815 NW Buttonbush Circle, Palm City FL 34990 DETAILED DESCRIPTION OF PROJECT REVISIONS: Revising framing detail for roof structure over garage addition, please see clouded areas CONTRACTOR INFORMATION: STATE of FL REG./CERT BUSINESS NAME: Big D QUALIFIERS NAME: Jest ADDRESS: 130 S Indian River Drive Suite 202 CITY: Ft Pierce STATE: PHONE (DAYTIME): 772-742-1200 #: cbc1 OWNER/BUILDER INFORMATION: NAME: Jonathan Greene and Shari Greene 1815 NW Buttonbush Circle CITY: Ft Pierce PHONE (DAYTIME: NAME: Architectonic ADDRESS: 806 Del; CITY: Ft Pierce PHONE (DAYTN SCANNED BY %. LUC e County ST. LUCIE CO CERT. #: FAX: STATE: FL FAX: INFORMATION: ZIP: 34950 �M ZIP: 772-460-4244 Revised 06/30/17 � EN' OFFICE USE ONLY: DATE FILED: t N. ' t 1 46 REVISION FEE: k`1� PERMIT # t g m - ©l I? RECEIPT # I �n •t ® 5 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 SCANNED ADDRESS: �DGB �� ' 1815 NW Buttonbush Circle, Palm City, FL 34990 DETAILED DESCRIPTION OF PROJECT REVISIONS: Revise Manual J and A/C Layout CONTRACTOR INFORMATION: RECEIVED NOV_05 2019 ST. Lucie County, Permitting STATE of FL REG./CERT. #: CBC1253459 ST. LUCIE CO CERT. #: 12545 BUSINESS NAME: Big Dog Repair LLC QUALIFIERS NAME: Jesus Medina ADDRESS: 130 S Indian River Drive Suite 202 CITY: Fort Pierce PHONE (DAYTIME): 772-742-1200 STATE: FL OWNER/BUILDER INFORMATION: NAME: Jonathan Greene & Shari Greene ZIP: 34950 FAX: -� ADDRESS:1815 NW Buttonbush Circle CITY: Palm City STATE: FL ZIP: 34990 PHONE (DAYTIME: ARCffiTECT/ENGINEER INFORMATION: NAME: Architectonic/Se COPY ADDRESS: 806 Delaware Ave Fort Pierce, FL 334950 CITY: Fort Pierce STATE: FL PHONE (DAYTIlAE): 772-460-7751 FAX: FAX: ZIP: 334950 SLCCC 9123109 9 l .1^ ]i NOV 0 5 2019 ST. Lucie County, Permitting e{ I it m o g�t89$ t p9�t a3 §Q3A ��38i Ba BHiii 3� {9 i �{I W a eiey�y. 3fl�2e e REVIEWED � °Zy2 EC FOR CODE COMPLIAM ST- LUCRE Cowwr wrightsoftProject SummaryJob: Entire House Da QUICK CALCS, INC. 317 ST. LUCIE LANE, FORFPIERCE, FL34946 Plum: 772466-6799 E=fl:OLACKCALCS@AOL.COM For: GREENERESIDENCE 1815 BUTTON BUSH CIRCLE, PALM CITY, FL 34990 Notes: NOV 0 5 2019 1- ST- Lucie County, -Permitting Design Information Weather. Fort Pierce, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside Clio 90 OF Insidedb 70 OF Insidedb 75 OF DesignTD 28 OF DesignTD 15 OF Daily range M Relative humidity 50 % Moisture difference 61 gr4b Heating Summary Sensible Cooling Equipment Load Sizing Structure 26233 Btuh Structure 26268 Btuh Duds 6645 Btuh Ducts 7184 Btuh Central vent (0 cfin) 0 Btuh Central vent (0 cfm) 0 Bhuh none Humidification 0 Btuh Blower e) 0 Btuh Piping 0 Btrih Fquipmentload 32878 Btuh Use manufacturer's data n Rate/swingg multipplier 0.95 Infiltration Equipmentsensibleload 31780 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 4600 Btuh Ducts Central vent (0 dm) 3030 Btuh Heating Cooling (none) Area(ft) 2201 2201 Equipment latent load 7639 BWh Volume (ft3) 21543 21543 Air changesthour 0.32 0.16 Equipment Total Load (Sen+Lat) 39419 Btuh Equiv AVF (cfm) 115 57 Req. total capacity at0.70 SHR 3.8 ton Heating Equipment Summary Cooling Equipment Summary Make Make Rheem Trade Trade RHEEM Model Cond RA1648AJ1NA AHRI ref Coil RH1T4821S7rANJA AHRI ref 7943535 Efficiency. 100AFUE Efficiency 13.0 EER,16 SEER Heating input 3.6 kW Sensible molir 50 Btuh Heating output 12144 Btuh Latent000ling g Temperature rise 50 OF Total Cooling. Adualairflow 221 din ActualairfloWr ,pE Airflowtsctor 0.007 cfrNBtuh Airflowfactor h Static pressure 0.50 in H2O Static press Space thermostat Load sensibl o C r 81 P ^ {W Calculations approved byACCAto meet all requirements of Manual J 8Ih Ed ^C• O-` 2019-Nov0508:5599 9911Sdt&UrivemW201919A.07RSU08101 Pagel ..1LloarteWWrlgMOMACGREENERESIDENCE.np Calc=M8 FmdDoort3m& W wrightsoft* Right-J®Worksheet Job: Entire House Date: QUICK CALCS, INC. BY: 317 ST. LUCIE LANE, FORYP6:RCE, FL34946 PhDM:772d66-6799 EM9:QU:CKCALCS@AOL.COM vell ght T4R� menlrns es Entre House 240.0 ft 93 ft 2201.0 fP BREAKFAST 34D ft 9D ft heat/mof 12D x 11.0 ft 132D fP TY I Coostucdoo number UAdw (BtuhlB`F] Or HTM (Bt9WP) Area or pedm�r (iQ Load (Btd1) kas or peri�r (ft) (8Wh) Heat Cad Gros WPS Heat Coal C. NIRS _ Heat Cod 6 11 4Iy--C F—G f--f3 13444 ., 4A52ob 4PS2w 4A5-20%d _e __,___.,. 13M1bots 109-v 4A&2ov 4AS2av-.___.__.. _ 1344as 4A5.2ab 4A5-2ob 4A5.2ovd j2C-0sv--'— 16D:30M_ _ :.18Ei0tl _... t0.143 D%0 OA70 .0.470 - 0.143 0.600 GA70 -0.143 . _._.0.470 0,%0 OS60 OS60 0.470 _.._ 0091 _ OD32 ._....,.0032 0.989 ne ne: ras _ne_.; s se sa_ sv • -w- my nw my my --'—,255 -_ - - ---4DO 15.fi8 13.16 13.16 4.00 16BO 13.16 4.00 .._..;13.6 4.00 156(i 1588 13.16 �,_090 .,__Q90 2789 --'-Z19 33.75 2829 -2029 'V' 219 21.11 21.08 .219 - 1923 3.75 3375 33.75 2829 1.06�270 0.96 d` ,0.80 0.00 ...--657 16 15 _...__-.48 384 48 10 603 --24 42 642 30 152 _ _ 2168 .n..._ 33._.._„�33 ^, 7101 ---678 0 0 __...._�,.0 326 15 5 ___ 546 �_.,.,_.__i5 410 0 0 _ 0 _ 270 2168 ___�240 _.--2314 251 197 > 632,_.�1358 1305 806 132 --`2184 ____ 31166 1650 659 470 8100 1 688 1993 �30 Bfi46 1265 540 : 424 713 1013 _ 211 f193 _..._..,462 417 1417 1012 4300 ,._,_.:285 -V.._99 0 - 0 ;___ 48 0 0 0 99 :.-- '0 142 42 0 0 .„„�„-0 -132 _..T ._-0 _,� 132 -'51 0 , 0 ',-.�.,__O 0 0 0 '-`-86 - ,,.- 10 66 0 0 0 _ . 2p4 0 0 '__..._.._632 0 0 0 -_ 3- '�. 0 fi59 659 0 0 0 0 ___.1358 0 0 0 _a'.187 283 . -0 4144 17 1417 0 0 Y}' I--G tiL---CGG 1y P-„_- C_ .C...-....,_. E.-711�_pI _ —0 132 .. ,0 34 „— —0 —. 118 0_ 942 _ iZ7 ..�0 0 2081 `'....-25 _� 0 �_ 6 a AID e> nim 2921 709 Enydopelosrgain 22596 20791 3373 4338 12 a) Infiltabon b). Roumlenblaton 3536 0 947 0 475 0 1Z7 0 13 tftarnd galnsc Ouuparft@ 230 Appl aramebtw 11 25W 2000 2 460 0 Subbbl(Iines6t113) 26233 26268 3847 4925 14 15 Lese)tmAload s Letansfer Redisi6 m Subtlt8 Dudloads 25% 27% 0 0 0 26233 6645 0 0 0 26268 7184 25% 27% 0 0 0 3847 974 0 0 0 4925 1347 Total m bad Alrrequlmd(ch) 32�78 31. 4ffi1 f3281 Calculations approved bvACCAto meetall requirements of Manual J 8th Ed +- wrlghiso�Te- 2019-W 05085599 f7igN-Sut OUriv m' 1201919.0.07RSUD8101 Pagel -ftrts�WrlgtmRWAC,GREEtERESmENCE.np Calc=MUa FmmDDorbces W ► + wrightsoft- Right-J® Worksheet rat: Entire House Date: QUICK CALCS, INC. By. 317 ST. LUCIE LANE, FORTPE:RCE, FL34946 Phore: 772-466-6799 EM1;C[UICKCALCS@AOLCOM 1 3 4 5 Room name R�belgh Roomdmensions Roomarea I13JO It 9.0 It 13A fl heaVmd 1.0 x 2530 ft 253A IF LAUDNRY ft 9D It 0 ft heaftol 10D x 5.0 ft 50D IF Ty Cons4vdion U-value (BU R`-`9 Or HTM (skim Area or peri (meter (fo Load (Bhdl) Areanumber orW w (N Load(rn (Bkh) Heat I Cod Gms NIPIS Heat Cool Gros NIPS Heat Cod _- 6 11 -- III---GGG LC C__. _ C._. �,. F IaA-0 ,. _, - 4A5-2ob '41S2w 4A5-20W __.. = _._....: 13F440m 10B-v 4Mi2w 134406 -" 4AS2ob 4A6-2w. 4AS20v-.--- 13A-4ors 4A54ob 4AS2ob 4A5-2rnd ,12C-0sv__.._: 160 OR4 ,16E30tl ,...� ....w_.OA32 22A!tpi. 0.143 -0-%0 0470 r..._ 0.143 ODOD OA70 —0:143 0.560 0.470 —_0.470 0.143 0560 0560 0.470 _;_0.091 _ OA32 __0.989 ne no ne!' .ne- W se w av sw. sw _sw; my my nw m -- = `- 4.00 '15.68 13.16 '.v..0.470 _ 1316 4A0 16.80 _ 13.16 - 0 4D 1558 - 13.16 ._...13.16 4A0 1568 156B 1316 255 090 �.� 0.90^0.80 _Z769 —2.19 33,75 2829 2829 _-.- 219 21.11 21.08 �- 219 21.00 1923 _ _.1923 2.19 3375 33.75 28Z =1.06 _'�0.96 0.00 .�.` .: U 0 '0 - O _.......0 0 0 , - —117 0 •0 A---0 0 0 0 0 - ..-0 0 0 .0 .� Y..0 0 0 117 0 0 __-_.,._.._0 0 O 0 0 -_.. `____ 0 0 _ -r' D 0 0 __'0_ -` 468 0 'O . _--___0 0 0 0 0 ._.,298-.124 227 �....,v 0 0 0 _..__...0 0 0 00 —256 0 0 ._O 0 0 0 0 _ 243 .v..�..._. 0 0 0 0 _.. _..0 0 0 0 . __..,;.0 0 0 0 :—._ _-0 0 0 �._.____0 - - 0 0 0 0 0 0 _ _ _ _, 0 0 0 ., �0 0 0 0 0 _...� 45 ..._._.�...._0 0 0 , ;.,._' _0 0 0 0 _ _ 0 '. 0 0 ..,...._..0 0 0 0 0 95 _ 48 _.....0 0 0: 0 ._.__,....0 0 0 O 0 0 0 0 0 __90 _ W '�_____.._0 ___ ]17 263 _.,.0 453 _,,,�_717 253 ,........._:._0.. 73 �90 50 - ..0 6 c)AED -22 _1 Emelopeloslgain 1353 600 274 142 12 a) Infhaton b) Roornwrilefon 181 0 49 0 0 0 0 0 13 Imemal gaits C-pans@ 230 ApplianOBob1her 2 460 2000 0 0 0 Sublualpinas6t113) 1535 3109 274 142 14 15 Lesel�ndtoad L.e transfer Redivr'bAon Subtotal Dudlaads 25% 27% 0 0 0 1535 389 0 0 0 3109 850 25% 27% 0 0 0 Z74 69 O 0 0 142 39 Total room load Alrrequited (cfm) 1923 13 3959 178 344 2 181 8 Calculations approved byACCAto meet all requirements of Manual J ft Ed wr�g~��m 2019-NOv 0508S5:39 �� FSgIFSuhxAUrice 1201919.0.07RSU08101 _.1DoamertsIWrigWaftfWACCiREEIERESIDENCEnp Coc=NUB Fro!Doorfa®s.W Paget t wrightsofr RighW@ Worksheet Joe: Entire House Date: QUICK CALCS, INC. By., 317ST. LUCIE LANE,FORI"PIERCE, FL34946 Prore:772-066-6799 E=d:000KCALCS@AOL.COM 1 3 4 5 Roan tame R Ml Roan helght rs Raunar22 POWDER 6Dft 9D R leaV000l 6.0 x 6.0 ft 36D 1P LA NG 40.0R 12D ft IeaVcool 1D x 578.0 ft 578D fF TY Ccn*tjcdm number U-value @UhRF`F) Or HTM (aWtt4P) Atm or perimeter (ft) Load (Bhdr) Am (IF) or perlmebr (ft) Load (13wh) Heat Carl Gros NIPS Heat Cool Gras NIPS Heat Cod 11 WI-G I--.G 4A5-2ob 4A5Zov 13AAM 108-v 13A-0as 4A5-��a 4� 4AS2ov 4A5-2ov--.._._--......._0470._ay.._.._13.16 13A-4o¢ 4AS2ob 4AS20b 4A5-2ovd _ 12C-0sur ,___ 16D-vd_ ;16E,301...._..__..=�..._.-...E_0.032 27h4R`__ 0143 0560 0470 -0470 -0.143 ObW ,_ . 0.143 0� OA70 0.143 0560 OS60 OA70 _ =.-.0091 0032 �no ne _re m, se se aw' s sw. my nw nw my _ _ -- 4OD--219 1568 1316 -13.16 4.00 16.BO "�4D0 14DO 15S8 13.16 4.00 15,68 15.68 13.16 a,-V%'..� 0.90 =0.90 33.75 28Z 2829._ 2.19 21.11 __ 22.19 219-'0 21.00 1923 _._-1923 219 33.75 33.75 2829 1.06 O98 �. 0.80 0--- 0 0... 0 5 4 0 0 -.0 0 0 - 0 54 0 0 _.� -. _.0 0 ` 0 .:.__._._0 0 0 0 _ 0 _ _9. 36 0 T_0 0 .. 0 _ 0 216 0 0 ...."-_0 0 :.. 0 _____„ _0 0 0 0 0 23 '- '- 32 166 �__... 0.�0 0 0 '0 118 0 0 -_-`.0 0 0 ..._ ____0 0 0 0 0 ^ 10 �_.. 35 _ 0 0 0 _,._. 0 160 48 0 -_--0.-- 0 0 __..�..0 ,.-Q._...--. 0 0 _120 15 _0 0 - '-0 ` 0' t_..,__.__0 0-_.__0 0 0 480 806 0 0 0 263 1013 0 --_.0 0 0 ._...,,,__.0 350 0 0 43M _µ . 555 ,. 0 �G WWII E---G �L----GG 0 0 __.�i.e._0 0 0 0 _0 ._ 9 36 -.... __.. 0' 0 , 0 0 _..._...,... _0 641 0 0 2DW 0 _510 110E 312 0 0 152 160 0 0 0 578 -._:..:_5_0 . 40 P _,,, C, .C......... F _ b.�0 _578 5 0 - 578 c)Af37tixaasion -1 1329 6 Envelope losslgain 438 161 5553 7809 12 a) Mtradon b) Roomverdla8m 84 0 22 0 744 0 199 0 13 Kwal gains OOWPats@ 230 ApAiareadatIer 0 0 0 3 690 0 Subblal(lines6b13) 521 183 6298 8699 14 15 Lesexernall0ad Lestransfer Redi tMon SubbW Dudbads 250% 270/6 0 0 0 521 132 0 0 0 183 50 250% 270/6 0 0 498 6796 1721 0 0 405 9103 2490 ToW taus load Alrrequlred (dm) 653 4 233 10 8517 57 11593 520 Calculations approvedyACCAto meet all recuirements of Manual J 8th Ed =Vnft s rt- RqWS2019-Nov-0508:5539 EENER @ DENCEAp Ca19 19.0.07 Fmri 101 Page _.1Doaner6lWdgFlsoRM/AC.GREEt�RE51DEtJCEnp CaIc=MB FrortDoorlaces: W + wrightsoft- Right4@ Worksheet Job: Entire House Date: QUICK CALLS, INC. By. 317 ST. LUCIE LANE, FORT PIERCE, FL34946 Ptore:772-066,6799 E A:QUICKCALCS@AOL.COM 1 2 3 4 5 Room name Eposed vdl Room height Roomdlmerdons Roomama MSSfER BEDROOM 9D It 43A fl teall000l 18.0 x 14-0 ft 252D 1P WIC 9A It 7D It heatbW 14.0 x 7.O ft 98A IF Ty CansWcbon number U-kstue (Bbhfltt}� Or HTM (Bkh" Area ar pedm�r (fl) Load (Bblr) Am (fe) ara perimebr (ft) Load (Bbih) Heat Cod Cross WPIS Hit Cad Go N)PIS Heat Cod e 11 y'. :..1344ws II---(' I--G "•'.,-�'. 4A5-20b 4AS20V 4A5-20vci--,_.� 13M4ots 10&v 4AS2Dv 4AS2ob 4A540v 4AS2nv_.-_..__._ 13A-0o�s 4A5-2ob 4A5-2ob 4A}` 2oW _ .12C-0_-,_,_ sx, 16DlOE30M "`0143 0560 0.470 _-OA70-m 0.143 0.600 0470 —0.143 '0560 :' 0.470 ._.,-.-0.470 0.143 OM 0560 _ OA70 `OOgi ,_0.032 _.x__0.032 _.�.._0.989 ne ne m se se se `av w w _w. m nw nw mv_ _,= .�. � . 4A0 15.6E 13.16 13.16 OD 16.a0 13.16 4A - 0 - 15.68 13.16 -13.16 4.00 15.68 15AB 13.16 255 090 „_„,0.90 __Z7.69 T__'219 33.75 28M ..�.2a29 2.19 21.11 _21.08 -. 2.19 21.00 1923 __1923 2.19 33.75 33,75 2829 _,_,_1.06 __ 0.96 „-,.._,OSO , 0,00 '�126 0 0, 0 0 0 0 99 0 0 162 0 30 0 - 126 -. 0 0 _ 0,_,._e -� �'0 0 0 505" - 0 0 0 0 0 0 '�396 0 0 ___.....,_...0 529 0 470 0 276 ' '0 0 0 0 0 — -217 0 0 ...._._...,_0 289 0 1012 0 _-63 ' 0 0 y - ' 'D 0 0 -__0 0 0 ___..�._...0 0 0 0 0 63 0 0'• _ �0 0 0 _-.. -0 0 0 v_.�0 0 0 0 0 .--. 252 - '0 0 _ 0 0 0 ..__ f 0 0 0 ,._..._._:._0 0 0 0 0 0 fib :.. 0 -"•".,..136 _0 0 0 0 0 _ _ _0 ,0 0 .__r.___,0 0 0 0 0 '.�' � _0 94 ,_..a��.,.,0 11�T--„CGG. V)/ r- -99 ,. 0 0 :._.�._..-..:0 132 0 0 0 _ P.�..._ .: C_, C..,.__..16E30tl_»..r ,F ._._; 0 252 ,_,_.,;� 0 _,252 :,.._.__-_-_ 252 ._.___. — _ 0 . 226 _0 1191-.--.-0 !..�...._0.�.,.a, 242 '� __40-„_,.,,_ 0_____0 _9a 0 98 ,.N..._.._,::0 _^ �_:..,.. ?-M._.__.� _0._-,.,�. 43 98 8 o)AED exanaon 419 -2 Envdopetosslgaln 3316 2454 534 230 12 a) InOteuon b) Roomvarmlafcn 60O 0 161 0 98 0 26 0 13 traenal gains: oaxw G@ 230 Applianomfother 2 460 0 0 0 0 SubbW Qines6lo l3) 3916 3075 632 256 14 15 Lasawdandload Lmtransfer Redt'*bubm Subtotal Dudloads 259'o 27Yo 0 0 91 4007 1015 0 0 74 3148 861 25% 27% 0 0 159 790 200 0 0 129 385 105 Total mom load Alrregdmd(dm) 5022 4 418800 997 422 Calculabons approved byACCAto meet all requirements of Manual J 8th Ed. -Fk- .,_1-r�ogr,boR- -- - 2o19-NmVOs o FbglFSdte®Umemal201919.0.07RSUB8101 Pagea AA _1Do rbiWdgW-OR VACIGREErERESIDENCE.np Cek oa =MIS FrodWorfes W g wrightsoft• Right-M Worksheet Job: Entire House Data: QUICK CALCS, INC. By. 317 ST.. LUCIE LANE, FORT PIERCE. FL34946 Prone: 772-066E799 Emai:OUCKCALCS(uAOL.COM 1 4 5 Room name R Wgfd Room dlmerdors Roomaea MEATH 11.011 9D 8 teaLEool 14.0 x 11.0 It 154.0 fl= BEDROOM2 13D It3 9D @ beatlmd 14.0 x 13D ft 182.0 IP TY Car&udion amber U-value (Bturd@L*9 Cr HTM (BIWuR') Area on perimeter (IQ Load @Wh) Am (if) (ft) (�) Heat Cod Gros NIPS Heat Cod Gros 1 NrPS Heat Cod 11 GG 4AS-2ob 4A5-20v 4A572oId ....,._ 13A4ocs 10B-v 4AS-2ov -..'"� 1344as 4A&2ob 4A5-2ov - .. - 4A5-2cv_ .__.__ ._ 1344ars 4A52ub 4A520b 4A520vd :12GOsN_„r 16D306i _ 16Cr909 ..,_-_ _ 0.560 OA70 _..a 0.470..ne.. 0.143 0.600 OA70 0.143 .05W 0.470 -_..___OA70 0.143 0560 0560 OA70 _ _ �OD91 _f,0.03Y _'_-._0D32 no no se so se_ son son sv. _sw.. nw non my r1w -' '-- :_ 4.00 15M , 13.16 .�,._13.16 4.00 16.80 13.16 - 400 1568 13.16 -13.16 4D0 15.68 1568 13.16 = 255 090 ..,,_T0.90 _Z7.69 2.19 ` 33.75 2829 _2529 219 21.11 _21.08 - Z19 - 21.00 1923 __..,1923 2.19 33.75 33.75 2829 ^. 1A6 ��' 0.96 _ _0.80 O.OD 99 16 0 __,.____ 0 _0 0 _�_ 0 0 0 0 ._.__.,.._.0 0 0 0 0 0'" 154 ...y-_0 154 --�83 0 0 _.._0 �. 0 0 _h 0 `--0.. 0 0 -,�.0 0 0 0 0 _. 7 0 '� 154 �__..�....,e0 11 332 251 0 �r„__ 0 - _.0 0 _-0 ,. 0 0 ' 0 ._._._- -.0 0 0 0 0 ,y...v:. 0 138 ......_.,.._0 3% -""" ^182 540 0 __0 __-__ 0 0 0 .' 117 0 15 0 _._'�.0 0 0 " ."-102 0 0 _0' ____.__ 0 0 0 �408 ` 0 197 _ �0 0 0 0 -0 0 0 r..,_...,,._.0 0 0 0 0 .. ^_ 0 163 v ..�_0 360 223 0 424 _�_--_.-0 I---C �,,,,,_ 0 0 0 .'-._ 0 0 0 ...m.._,_ O 0 0 0 0 __.._"0.,-0 148 v 0 _- 0 -0 0' 0 _..._.,_......0 0 0 0 0 182 _._0 7_182 0 0 0 �„... _0 0 0 0 0_ _ ..� 0 ^.0 .0 10 ._........:..__0 0 0 0 0 O "- 175 _._...:.._. "0 0 P C .0 182 __....._. __'0 13 6 c)AEDecxdon .6 .S Emielope losggaln 1026 863 1129 814 12 a) "traton b) Roomventlaflon 154 0 41 0 181 0 49 0 13 Intemdgam Ocwpants@ 230 ApplianoeslbMer 0 0 0 1 230 0 SubkMoines6tD13) 1179 904 1310 1093 14 15 Lesemxnalload Lembander Redisl&ufon SLbbbl Dudloads 25% Z7% 0 0 249 1428 362 0 0 202 1106 303 25% 27% 0 0 294 1605 406 0 0 239 1332 364 Total mom load ArregWred(dm) 1790 12 1409 63 2011 14 1697 7s Calculations approved bvACCAto meet all requirements of Manual J 8th Ed. c "fj'w wrr9b'��, 2019-Nov-05083539 Ak Rig"UbDOUri v l 201919.0.07RSLID8101 Peg85 _.9)oanerts Wdg16oftWAC1GREENE RESIDENCE.rrp Cdc=MB FrortDoorlaoas W wrightsofC Right-M Worksheet Job. Entire House Date: QUICK CALCS, INC. By. 317 ST. LUCIE LANE, FORTMERCE,FL34946ROW.772466W99 Emai:OUICKCALCSOAOL.COM 1 3 4 5 RO name l RR=hheigtd Room dmendore RO IIma BATH 9A R BA Ithwvcmd 14.0 x 6A R 84.0 IF BEDROOM3 9A It 26A It heaV=l 15A x 11.0 ft 165A E2 Ty I Cpsstru9m number U-value (BWhW-`F) Or HTM (eft"" Arm ar pedmeW (fa (BWh) a paimeter Heat Cod 0. NIPIS Heal Cod Gros NIPS Heat Cod - 6 =-- F--G 1---G tl---GG W I C C�....�. F _ 93A4as =_ - 4Aa`lob 05-2ov 4A5.201tl._._ _ 13A-qos 106w 4Ai2ov 134-0ois--- 4A5-2ob 47520v 4A5-2ov_..,......._..,,.._ 13A-4 4A5- ob 4AS2ob 4A5-2ovd 12C-0_ .. m_._..,— av ,.�..___.... i6D-30h1 _ _._ i6E30Y_...:._._-,- - 22Atpl _._ "0143 0560 0470 �.0.470 0.143 ofi00 0470 —0.143 Obw 0.470 .. __0.470 0.143 0.560 0560 OA70 ,.__,__ODgl " OA32 "AOA32 .__0389 - ne he m _ ne_ s s In sd sv. w Asa nw my my m _ `- - _' _ _ 4A0 15.68 ME .-.__13.16 4.00 16BO _13.16 - 4.00 1568 13.16 _.._-1a18 4A0 1.0 1558 13.16 `—_255 01% 0.90 ._.27.69 219 33.75 2829 -2829 219 21.11 21.08 ' Z19.---0 21.DD 1923 .,__1923 333.75 .75 33.75 _ 2" -. ��7.06 _0.96 0.80 ,__0.00 —54 0 0 ._0 0 0 0 54 '0 0 _"__._....0 0 0 0 —_-0 0 0 ...._.___o 0 0 0 0 --7-216 0. 0, -.—.-0, Y-118 0 0 _0 0 0 0 —.__.0 0 0 �.._ _0 0 0 0 0 ---0 0 0 _. �._. 0 135 0 10 _--.99 0 20 .._ _......0 0 0 0 0 0 0 0 �„,.�_ JO in 0 5 79 0 12 _......_._.0 0 0 0 _._ 0 �._.. _:0 _ 165 _._.....-_'.._.0 _.--0 0 0 _ 0 501 0 132 _- 316 0 '263 _..__.._......0 0 0 0 0 .._.._.___ 0 148 .... _.o 0 0 0 _ :.__._ ..0 273 0 211 --_173 - 0 385 0 0 .0 0 0 0 0 -..— 0 0 0 _. _...._,..,0 0 0 O 0 0 0 0 0 0 0 0 ___o 84 _a..Y..O 84 �,�,— 0 84 �.. 0 6 _�_:._._.0 75 .___ —0 660 �. �_._�0 81 �'—_.0. �T„„_ 0 165 -.-..._._0 ____ __... �._0 158 � 0 61 o Am maudm -2 181 ope losl9ain 458 197 2079 1381 12 a) M.Um b) Rm WzWalbn 84 0 22 0 3630 0 13 kftrof gains Ompantl@ 230 Apprormsbfxtr 0 0 0 1 230 0 SubbW (lirw6to13) 541 220 2442 1708 14 15 Lesexhmelioad Lesharider RecrnbhAon SubtoW Dudloads 25% 27"/6 0 0 136 877 172 0 0 110 330 90 25% 27% 0 0 91 2533 642 0 0 74 1782 487 ToW tmm lmd AlrregWmd (dm) 849 6 420 19 3174 21 2269 102 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -FId- wrr9titsoR Aftk RigtlSutSUdversM2019l9.O.O7RSU06101 2019-Nov-0508:55:39Page6 _1DoanertAWdMI gtgsDRWAWREENERESIDENMiM Calc=6 Fratoor Dtam& W wrightsoft• Right-JO Worksheet roa Entire House Date: QUICK CALCS, INC. By. 3175T. LUCIE LANE, FORT PIERCE. FL34946 Ptere: 772-4668799 EMI:QUCKCALCS@AOL.COM 1 2 3 4 5 Roamname vdl Room height Roan dmengoris Roomarea HALL 15D ft 9D ItheallcDol 4D x 37.0 It 148D IF PANTRY 9D ft 12A it heaVobl 6D x 6.0 ft 36.o IF Ty CUIMIX80n number ll-wlue (BWhW--r) Or HTM (Bfth" Area . or wmeW (fl) Lead (BBW Area or ped lmeetter (ft) Load () Heat Cad Gross IV/S Heat Cad Gras N)PIS Heat Cod- 8 11 - tt�--CGG N 44N��--GG �LGG IIL-ACC` _ �... P C ,C__.... F_ 4A5.2om 4AS2ob 4A5.2oW _-._..._ 13A4= tOB-v 4A5.2ov 13A4as 4AS2ob 4A5.2ov 4A5,20v_ _._ __.._._, 1344as 4A5-2ob 4A}` 20b 4A5-2 %d .12C$r+.e.=..,._. _ 16D30hr 27lfbl __ 22A-ta,_„ __..__0.00 0.560 0.470 ___0.470 0.143 OD00 _ 0.470 - -0.143 0.560 0.470 _.4....,. 0.470 0.143 OS60 0560 oa70 � 0.091 0.032 �0.969 na ng _ne.., se se se av-400 s an _sw._.13.16 mx nw nw _ my - -� 15.68 13.16 _,.e 13.16.__2829 4.00 1680 1316 1568 13.16 4.00 15.68 15.66 13.16 255 _090 a 27.69 zis 33,75 2629 219 21.11 21.08 219- - 21.00 1923, ..._.1923 219 33.75 33.75 28Z .-`1:06 0.96 _,_0.00 0._. -a 0 _. 0 .. ,_0 0 0 135�-111 . a' 0 .,._._�24 0 0 0 0 -'_ .:0 � . 148 y. _.00'_... 148„ 0 0 _ _..._. 0 - 0 0 0 0 0 _:_._15 0 0 0 0 �. 0 148 15 _ 0 - 0 0 0 0 4i4'-. 0 0', �._s316 0 0 0 0 0 ;.0 _ ._..,.._s.0 '0 . 0 _._.0 0 0 _ '0 0. _.._... �.0 0 0 �54.�216 0 0-' 54 0 0 0 _,TM� 54 36 �.0 12 _ 0 0 0 0 0 0 0 216 0 0 0 _........>138 32 U ._._332 ..`.. - 0 0 , 0 0 0 =118 0 i 0 118 0 0 0 �.= 57 35 '0 �O 0 0 243-` . .0 0 ,..�__.462 0 0 0 0 59 0 0 54 0 0 0 . 0 ' __�,133 4150.-..._-.. _ 0 ' 142 _0 .__.. 54 36 a0 e '„6 _, 6 C)AEDexcanion .__-3 330 EnWopo losfon 1308 1176 935 325 12 a) Idbbesm b) RoomwMldon 209 0 56 0 167 0 45 0 13 trMmal gal= O=parb@ 230 Appha xwlblher 0 0 0 0 0 0 Subbtal(Iirles6bl3) 1518 1232 1102 370 14 15 Lese)bMiload Leseansfer Redisbhubon Subb4l Oudlatds 25% 27% 0 0 -1618 0 0 0 0 -J 0 0 2501. 27%1 0 0 0 1102 279 0 0 0 370 101 To6l room load Alrmquired(r4n) 0 0 0 0 1381 9 471 21 Calculations approved byACCAto meet all requirements of Manual J 8th Ed A&" 2019440 0508:5539 EENE uteO SIDENCsip 19 Ca19D.07 RSW8101 _100anens\WdgtlaflHVAC1GREEI�RESIOENCEnp Celc=MlB FrortOoorbms: W Page wrightsofr RighW@ Worksheet rob: Entire House Date: QUICK CAMS, INC. By. 317ST. LUCIE LANE, FORT PIERCE, FL34946 Prom:772466-6799 Eme3:QUICKCALCS@AOL.COM 1 2 3 4 5 Room name E4owdmd Room height Room dimensions Roomarea CLST. 14.0 it 9.0 It heaftd 3U x 11.0 ft 33.0 IP Ty Consbudm number U-value (gWfJfis°Fj Or HTM (6biuR,) Area m� or pedr (fl) Load (BOfi) Are Mmter a Load Heat I Cod Ck s NrPS Hed Cad Gross NAPS Heal Cod _ 8 11 - 13A-0as -..-_.-_`.- 4A5-2ob 4AS2ov 4A5-ZoW 13A-4ds 10B-v 4A5-2ov llap a 4A5-20b 4A5-2av -.. 4A5-Zov___--_ 13A-40rs 4AS2ob 4A54ob 4A5.2rnd 16630tr1 �._ 16Cr30tl _._..-._._.. _ P7hh1 _____ 0.143 0.560 - OA70 0.470 0.143 OBOD __ OA70 1 0.143 0560 OA70 -.__0.470 0.143 OS60 0560 CA70 1 0.032 _ 0032 ___0.9ft9 na ne m _m- se se se -i sw sw _M. nw m my my -4.00 155a . 13.16 ._.._13.15 400 16.80 13.16 -4m 15.68 13.16 -13.16 4.00 15.68 15.68 13.16 255 0.90 _.e. 0.90 „27.69 219 33.75 28.M _ 2829 219 21.11 21.08 - 219 21.00 1923 -1923 2.19 33.75 33.75 2029 =1.06 0.96 __�0-00 0.00 -.y 99 - '0 0 �_.. _ 0:,__ 77 0 0 --0.T.---O :0 .0 _-0 0 0 0 0 -- 99 0 0 _ .._0 27 0 0 0 . 0. _.M.__0 0 0 0 0 -.-. 396 0 0 .__.0 108 0 0 --"-0 0 0 ___......0-_-_0 0 0 0 0 "- 217 - 0 . - 0 0 59 0 0 ,. 111---CGG 0 0 0 0-'. 0 0 0 0 '.. Vll ��(GC' C_ C __.._ F_ ==O--.0 0 _ 0 .-.33 14 .___�___0';,_,,:_0.r_.,_�. 0 v__ 30 __308 .".- - �._.�.-33 33 , - 26'_,_. 0 _ _ 6 c)AEC exoasion -2 FrndWe losd9ain 922 300 12 a) h1trallm b) Roomtenlalon 195 0 52 0 13 IrTWM gaits Omrp b @ 230 Appraraeslother 0 0 0 Subtoml OirmI36713) 1117 352 14 151 Leseedralload Lestrarafer Redishbution Subblal Dudloads 250/6 271/6 0 0 0 1117 283 0 0 0 3m 96 Total room load AIrneWUed(dm) 1400 9 448 2D Calculations approved byACCAto meetall reoulrements of Manual J 8th Ed -rk-=Voft soR- 2019-Nov0508:5599 _0oarrertslWd9hts0fl HVAG1GREEI4E RESIOENCE.np Celw M78 Frod Doorbo:s W Pageft -- wrightsoft® Duct System SummaryDalte: Entire House By. QUICK CALCS, INC. 317 ST.. LUCIE LANE. FORTPIERCE. FL34946 Ph,,: 772-46W99 Em A:QUCKCALCSQAOL.COM Froject Intormation For. GREENE RESIDENCE 1815 BUTTON BUSH CIRCLE, PALM CITY, FL 34990 6demal static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual airflow Total effective length (TEL) Heating 0.50 in H2O 028 in H2O 099 in H2O 0.110/0.110 in H2O 0.080 in/100@ 221 cfm 153 It Supply Branch Detail Table Cooling 0.50 in H2O 0.28 in H2O 0.22 in H2O 0.110/0.110 in H2O 0.080 in/100fl 1500 cfm Name Design (Btuh) Htg (dm) Cig (cfm) Design FR Diam (In) H x W (in) Duct Matl Aral Ln(ft) Ftg.Egv Ln(ft) Trunk BATH c 420 6 19 0.080 4.0 OxO VIFx 56.7 90.0 st2 BEDROOM2 c 1697 14 76 0.080 6.0 Ox0 VIFx 52.2 90.0 st2 BEDROOM3 c 2269 21 102 0.080 7.0 Ox0 VIFX 60.9 90.0 st2 BREAKFAST c 6272 32 281 0.080 10.0 Ox0 VIFx 31.5 90.0 st1 CLST c 448 9 20 0.080 4.0 Ox0 VIFx 63.3 90.0 st2 WrCHFN c 3959 13 178 0.080 10.0 Ox0 VIFx 21.5 90.0 Sri LAUONRY c 181 2 a 0.080 4.0 OxO VIFx 8.6 70.0 LIVING c 5796 29 260 0.080 10.0 Ox0 VIFx 18.9 90.0 sti LNNGA c 5796 29 260 0.080 10.0 OxO VIFx 21.1 90.0 all M BATH c 1409 12 63 0.080 4.0 OxO VIFx 41.7 90.0 st2 MASTERBEDROOM c 4010 34 180 0.080 7.0 OX0 VIFX 56.8 90.0 st2 PANTRY c 471 9 21 0.080 4.0 Ox0 VIFx 14.1 70.0 POWDER c 233 4 10 0.080 4.0 OxO VIFx 12.1 70.0 wic c 490 7 22 0.080 4.0 Ox0 VIFx 47.9 90.0 St2 Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (crm) (cfm) FR MITI) (in) (in) Material Trunk SQ PeakAVF 102 482 1 0.080 613 12.0 0 x 0 VinIFIX SO PeakAVF 103 979 0.080 1246 12.0 0 x 0 VinlFlx �� .err ~. gym • Pogr4SLit&UriverGW201919A.07R5U08101 2019-Nov-050PageI Page ..IDoamerG\Wri916oflMVAC1GREENE RESIDENCEnp Ca1c=" Frwt Dooriams W Return Branch Detail Table Name Grille Size (in) Htq (Cfm) Gg (Cfm) TEL (ft) Design FR Veloc (fpm) Diem (in) H x W (in) Stud/Joist Opening (in) Dud I Mal I Trunk rb1 Ox0 1 221 V%0 0 1 0 0 0 Ox 0 VIFx -+#i- wrightsoR- 2019-Nov-OS0935:40 • ^^... Rglt-Sub&Ulversal 201919.0.07 RSU08101 Page2 _.IDDw 6lWAgW.�oOrWAQGREENERESD7ENCEnp Calc=MIS FrmtDoorfawm W OFFICE USE ONLY: DATE FILED: r REVISION FEE: i 13 LOCATION/SITE PERMIT# f %b-0a&-,) RECEIPT # PLANNING & DEVELOPMENT SERVICES SCANNED BUILDING& CODE REGULATION DIVISION 2300 VIRGINIA AVENUE Ely FORT PIERCE, FL 34982.5652 St. LUCI6County (772) 462-1553 - APPLICATION FOR BUILDING PERMIT DEFERRAL PROJECT INFORMATION DETAILED DESCRIPTION OF PROJECT CONTRACTOR INFORMATION: STATE of FL REG./CE T. #: BUSINESS NAME: rmu QUALIFIERS N kW CITY: �A— ^�)cu STATE: PHONE (DAYTIME)•. .-A-la OWNER/BUILDER INFORMATION: 1 CITY: YQl^ PHONE(DA ST. LUCIE CO CERT. #: ZIP: FAX: STATE: N-C� ZIP: ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: PHONE (DAYTIME): SLCCC: 9123109 Revised 07/17/18 STATE: rA ZIP: TRINITY ERD EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate ofAuthorizotion #9503 353 CHRISTIAN STREET, UNIT 13 OXFORD, CT 06478 (203)262-9245 EVALUATION REPORT ICP Adhesives and Sealants, Inc. Evaluation Report 02768.03.06-118 12505 NV/ 44th Street FL6332-R8 Coral Springs, FL 33065 (888)774-1419 Date of Issuance:08/08/2008 Revision 8:10/12/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for compliance with the 6th Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: ICP Adhesives Polyset®AH-160 LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity I ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words 'Trinity ) ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 9. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 10/12/2017. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. Exterior Research & Design, LLC. d/b/a Trinity I ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Exterior Research & Design, LLC. d/b/a Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither Trinityl ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retaine specifically for that purpose. rA 'OR lotcov� R V YvED r �/ CODE COMPLIANCE ST. LUCIE COUNTY BOCC , I KIN -rY ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Roof Tile Adhesives Compliance Statement: ICP Adhesives Polyset® AH-160, as produced by ICP Adhesives and Sealants, Inc., has demonstrated compliance with the 6th Edition (2017) Florida Building Code through testing in accordance with the Standards set forth herein. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Sections Property Standard Year 1504.2.1.1 Overturning resistance SSTD it 1997 3. REFERENCES: Enti Examination Reference Date ERD (TST 6049) Static Uplift —SSTD 11 P39740.02.12 02/20/2012 ERD (TST 6049) Static Uplift —SSTD 11 P39740.11.13-R1 01/02/2015 ICC-ES(EVL2396) 20121BC Compliance ESR-1709 12/01/2016 Miami -Dade (CER 1592) HVHZ compliance 17-0322.03 04/27/2017 PRI (TST 5878) Static Uplift —SSTD 11 ECM-001-02-01 09/21/2001 PRI (TST 5878) Static Uplift —SSTD 11 PFI-006-02-01 05/09/2005 PRI (TST 5878) Static Uplift —SSTD it PFI-006-02-02 05/09/200S PRI (TST 5878) Static Uplift —SSTD 11 PFI-007-02-01 10/11/2005 PRI (TST 5878) Static Uplift —SSTD 11 PFI-008-02-04 02/21/2006 PRI (TST 5878) Static Uplift —SSTD 11 PFI-009-02-03 02/21/2006 PRI (TST 5878) Static Uplift —SSTD 11 TGRI-001-02-03 10/30/2006 PRI (TST 5878) Static Uplift —SSTD 11 TGRI-001-02-03 10/30/2006 PRI (TST 5878) Static Uplift —SSTD 11 PFPI-010-02-01 12/07/2006 PRI (TST 5878) Static Uplift —SSTD 11 PFPI-011-02-01 12/07/2006 PRI (TST 5878) Static Uplift —SSTD 11 PFPI-012-02-01 12/07/2006 PRI (TST 5878) Static Uplift —SSTD 11 PFPI-013-02-01 12/07/2006 PRI (TST 5878) Static Uplift —SSTD 11 PFPI-014-02-01 12/07/2006 PRI (TST 5878) Static Uplift —SSTD 11 ECM-003-02-01 06/13/2008 PRI (TST 5878) Static Uplift —SSTD 11 ECM-004-02-01 06/13/2008 PRI (TST 5878) Static Uplift —SSTD 11 ECM-005-02-01 06/13/2008 PRI (TST 5878) Static Uplift —SSTD 11 ECM-006-02-01 06/13/2008 PRI (TST 5878) Static Uplift—SSTD 11 ECM-007-02-01 06/13/2008 PRI (TST 5878) Static Uplift—SSTD 11 ECM-008-02-01 06/13/2008 UL LLC(QUA 9625) Quality Assurance Service Confirmation Exp.06/05/2018 4. PRODUCT DESCRIPTION: 4.1 ICP Adhesives Polyset® AH-160 is a two -component expanding polyurethane roof tile adhesive that is mixed and dispensed from a dispensing system provided by ICP Adhesives and Sealants, Inc. The components are available in refillable tanks or disposable cylinders (ICP Adhesives ProPackO 30 & 100). S. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity I ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions. Exterior Research and Design, I.I.C. Evaluation Report 02768.03.06-118 CertifIcate OfAuthoriia0nn Mail 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL6332-R8 ICP Adhesives Polyset° AH-160: (888) 774-1419 Revision 8: 10/12/2017 Page 2 of 9 �I I KINITY ERD 5.3 Fire classification is not part of this evaluation. Refer to a current Roofing Materials Directory for fire ratings of this product and FBC 1505.2. 5.4 ICP Adhesives Polyset® AH-160 can be used with flat, low and high profile tiles or any rigid, discontinuous roof assembly having a current Florida Statewide Product Approval or approved on a local -level by the Authority Having Jurisdiction. 5.5 Minimum underlayment shall be per FRSA/TRI April 2012 (04-12) or having a current Florida Statewide Product Approval or approved on a local -level by the Authority Having Jurisdiction for use with ICP Adhesives Polyset® AH-160. 5.6 Field tiles, meeting the limitations of FBC 1609.5.3, using ICP Adhesives Polyset® AH-160 are limited to projects having an Aerodynamic Uplift Moment (Ma), determined in accordance with FBC 1609.5.3 or Tables 2A and 213 of FRSA/TRI April 2012 (04-12), not greater than the following Allowable Overturning Moment values. Refer to Section 10 and ICP Adhesives and Sealants, Inc. published installation instructions for Adhesive Paddy Placement details. TABLE I: PIEL6 TtLEs IN ICP AoHeSMIES POLYSETO AH-160 ALLowABLE OVERTURNING MOMENT PERFORMANCE DATA 2 T01 MARGIN OFSAFETYAUtEADYAPPUEOFOR INDEPENDENT(SINGIEOR CONNNUOUSPADDY)PIACEM£NT _.,. ATO I MARGIN OFSAFETYAUiEADYAPPUED FOR INTERDEPENDENT(MO PADDY) PLACEMENT -- Tile (FBC 1609.5.3) Adhesive Paddy Placement Allowable Overturning Type Profile Moment (ft-Ibf) Independent; Single Paddy, Medium (2x7-inch, -30 gram) 60 Concrete Clay Flat Independent; Single Paddy, Large (2x10-inch, —45 gram) 112 Interdependent; Two Paddy (4x4-inch on underlayment, 2x4-inch at tile overlap) 54 Independent; Single Paddy, Medium (2x7-inch, —30 gram) 39 Clay or Concrete Low/ Medium Independent; Single Paddy, Large (2x10-inch, —54 gram) 67 Interdependent; Two Paddy (44-inch on underlayment, 2x4-inch at tile overlap) 58 Clay High Independent; Single Paddy, Large (WO -inch, -45 gram) 134 Clay Independent; Single Paddy, Medium (2x7-inch, `30 gram) 65 Independent; Single Paddy, Large (WO -Inch, —63 gram) 109 Concrete High Interdependent; Two Paddy (44-inch on underlayment, 2x4-inch at tile overlap) 40 Clay Barrel 2x10-inch x `35 gram for pans; 2 @ WO -inch x —17 gram for cap 147 Concrete Barrel 2x10-inch x-35 gram for pans; 2 @ WO -inch x-17 gram for cap 107 Clay Cap atop 2x Independent: Continuous Paddy (^34 gram/ft) 135 stringer Concrete Cap atop 2x Independent: Continuous Paddy Inde p y ('" 34 gram/ft) 116 stringer ClayCap atop 2x Interdependent: 105 stringer Head: One (1) N10 x 2%," screw; Overlap: 1 x 6 inch (`10.5 gram) Concrete Cap atop 2x Interdependent: 76 stringer Head: One (1) 410 x 2%" screw; Overlap: 1 x 6 inch ('"10.5 gram) 5.6.1 Data in Table 1 relates to installation over a '30/90' underlayment system, as detailed in the FRSA/TRI April 2012 (04-12). Alternate underlayment systems include those having a current Florida Statewide Product Approval and/or approved on a local -level by the Authority Having Jurisdiction specifically for use with ICP Adhesives Polyset® AH-160. 5.6.2 Tile roof systems using tile types or profiles other than those listed above acquiring acceptance for use with ICP Adhesives Polyset® AH-160 shall be tested in accordance with SSTD 11 or Testing Application Standard TAS 101. For the interdependent two -paddy method, an additional 2-to-1 margin above that specified in SSTD 11 or Testing Application Standard TAS 101 shall be applied in determining the 'allowable overturning moment'. Exterior Research and Design, I.I.C. Evaluation Report 02768.03.06-R8 Ceniflmte of Authorl:otion#9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION FL6332-RS ICP Adhesives Polyset• AH-160; (888) 774-1419 Revision 8: 10/12/2017 Page 3 of 9 �I I KININ ERD 5.7 Hip and ridge tiles using ICP Adhesives Polyset® AH-160 are limited to projects having hip/ridge design pressure requirements, determined in accordance with Table 1A of FRSA/TRI April 2012 (04-12), not greater than the following values. Refer to ICP Adhesives and Sealants, Inc. published installation instructions for Adhesive Paddy Placement details. ' TABLE 2: HIP & RIDGE TILES, IN ICP ADHESIVES POLYSET® AH460, ` - - ALLOWABLE UPLIFT RESISTANCE PERFORMANCE DATA 2 TOl MRRGINOFS4FET✓AIREADYAPPUE0 FOR INDEPENDENr(cov"N0005PADDY) PLACEMENT ---.-- — -- 4TOI MARGINOFSAFETYALREADYAPPLIED fORIMERDEPENDENTPLACEMEM ` Allowable Tile Substrate Attachment Method Design Pressure (Pso Clay 2x PT ridge board Independent: Continuous Paddy (-34 gram/ft) 116 Concrete 2x PT ridge board Independent: Continuous Paddy (^ 34 gram/ft) 107 Clay 2x PT ridge board Interdependent: Head: One (1) N10 x 2Y" screw; 90 Overlap: 1 x 6 inch (-10.5 gram) Concrete 2x PT ridge board Interdependent: Head: One (1) N10 x 2y2" screw; 56 Overlap: 1 x 6 inch (-10.5 gram) Clay or Hip & Ridge Channel Metal (FL5374): Independent: Continuous Paddy ('"34 gram/ft) 169 Concrete galvanized only Clay or Trim Lock'" (FL5374): aluminum, Independent: Continuous Paddy (-34 gram/ft) 173 Concrete galvanized, GalvalumeO or stainless steel Clay or Trim Lock'" Plus (FL537®): aluminum, Independent: Continuous Paddy (` 34 gram/ft) 178 Concrete galvanized, GalvalumeO or stainless steel Clay Top Notch (FL8095) Independent: Continuous Paddy (^' 32 gram/ft) 125 Concrete Top Notch (FL8095) Independent: Continuous Paddy (^' 32 gram/ft) 146 6. INSTALLATION: 6.1 ICP Adhesives Polyset® AH-160 and the tile roof assembly shall be installed in accordance with FRSA/TRI April 2012 (04-12) and ICP Adhesives and Sealants, Inc. published installation instructions, subject to the limitations outlined in Section 5. 6.2 Hip and ridge boards or hip/ridge metal shall be installed in accordance with the FRSA/TRI April 2012 (04-12). Proprietary hip and ridge metal shall be installed in accordance with the manufacturer's Florida Product Approval. 6.3 Installation shall be performed by applicators who hold a valid Qualified Applicator Card presented by ICP Adhesives and Sealants, Inc. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Tomball, TX 9. QUALITY ASSURANCE ENTITY: UL, LLC. - QUA9625; (847) 664-3623; LeAnna.GfadeckiPul.COm Exterior Research and Design, U.C. Evaluation Report 02768.03.06-RB Certiilcote of Authorization#9503 6mEDITION (2017)FBC NON-HVHZ EVALUATION FL6332-RS ICP Adhesives Polyset• AH-160; (988) 774-1419 Revision 8: 10/12/2017 Page 4 of 9 `J�TRINI-ry I ERD 10. PADDY PLACEMENT DETAILS (FROM ICP ADHESIVES AND SEALANTS, INC. PUBLISHED LITERATURE): 10.1 Independent, Medium Paddv: (Beneath Tile) ra 0 7in.�. Eave Flat/Low ProfileTile Nail through plastic cement (when required) Paddy (Beneath Tile) Underlayment 71n. tin. gattensoptional 101n. 2In. Eave Closure Eave Course Fascia Medium ProfileTile Nail through plastic ce (when required) Paddy (Beneath Tile) Undedayment , 71n.. 1n. Battensoptlonal e � Eave Course Fascia Weephole LO in '2 in Eave closure Drip edge High Profile Tile Exterior Research and Design, LLC. Evaluation Report 02768.03.06-RS Certificate oJAuthori:ation N9503 0 EDITION (2017) FBC NON-HVHZ EVALUATION FL6332-118 ICP Adhesives Polyset• AH-160; (888) 774-1419 Revision 8: 10/12/2017 Page 5 of 9 10.2 Independent, Large Paddy: Nail through plastic cement Paddy (Beneath Tile) (when required) Underlayment ° RRR ki / \ loin.': Battens optional ° k Eave Course O �y�O �. Fascia �2in Eave Closure Flat/Low Profile Tile �l I KINITY I ERD Nall through plastic cement (when required) Paddy (BeneathTife) Underlayment -� �S 101n.x "^ 2 in.wide `.t Battens optional 10 n.� s' 2 in. Eave Closure Eave Course Fascia Medium Profile Tile Nall through plasticce (when required) Paddy (Beneath Tile) Underlayment l0m.x 2 in.wide Battens optional i Eave Course � Fascia Weephole to in tin Eave closure ,f'T Ddpedge High Profile Tile Exterior Research and Design, U.C. Evaluation Report OZ768.03.06-R8 Certificate o/Authoriradon #95d3 6' EDITION (2017) FBC NON-HVHZ EVALUATION FL6332-R8 ICP Adhesives Polyseta AH-160; (888) 774-1419 Revision 8: 10/12/2017 Page 6 of 9 10.3 Interdependent, Two Paddy: Nail through plastic cement paddy ibetween tiles) (when required) Battens optional ° ° Paddy(undertile) J Single paddy on top of tile c- 4x4in.?�..`�, Single paddy undertil Single paddy �•,�� on underlayment 2x4in o x� 10 Fascia Eave Closure Flat/Low Profile Tile Nail through plastic cement (when required) Battens \r� \ TRINITY ERD paddy under tile Paddy (between tiles) /Paddy (under tile) ��..on top of me `F'4z4in. x4in. Single paddy on underiayment 10 in. tin. Eave Course Medium ProfileTile all through plastic ce Single paddy under the (when required) Paddy (between tiles) Battens optional ° �.� Paddy (under tile) ♦.,.�f Single paddy) �onunderlayment 4 z4 in. Singly 2x4in. p top pool ottle p Eave Course ' 1t Fascia Weephole 10in in Eave closure Drip edge High Profile Tile ° Eave Closure Fascia Exterior Research and Design, I.I.C. Evaluation Report 02768.03.06-RB CertiJicote oJAuthorization p9503 bra EDITION (Z017) FBC NON-HVHZ EVALUATION FL6332-R8 ICP Adhesives Polysete AH-160; (898) 774-1419 Revision 8: 10/12/2017 Page 7 of 9 �l I RINITY j ERD 1 10.4 10.5 Two Piece Barrel (Cap & Pan) Tile: 1) Plate enough adhesive to achieve 66 to 70 In contact with the pan die. 2)Tam Crowe upaldo down. Place oenealee 1R Im to inch in from outude sop of caner elm Inslallc ijin rasum N b25 ea.In. contact arms an N aldeef cwer ma (mofatshown) Remora top portion of the eave course cover tile. Abut to second coupe of pan files.Ensumeave end of pan and cover tiles are flush at save line. Two Piece Barrel - High Profile Tile Hip and Ridee (independent placement): A MW et ICP Poyae=Y -Ida u ayb appkd abore ate Geld To anxa 1dprMge hies, a bead ofl(PPolyael M-16a may lilt udz., on bodi W. of the hiytidge billed or gahsaed be wplkd done the cmta offl. bip"ae bond or gahwind metal Caen m paotide umutiwblatima' Gnat. Exterior Research and Design, U.C. Evaluation Report 02768.03.06•R8 CertifMte ojAuthorrsotion p9503 6" EDITION (2017) FBC NON-HVHZ EVALUATION FL6332-R8 REP Adhesives Polyseto AH-160; (888) 774-1419 Revision 8: 10/12/2017 Page 8 of 9 10.6 Hip and Ridge (interdependent placement): - END OF EVALUATION REPORT - \�TRINITYJERD Exterior Research and Design, U.C. Evaluation Report 02768.03.06-R8 Certiflcote ofAuthuri:ation 09503 0 EDITION (2017) FBC NON-HVHZ EVALUATION FL6332-R8 ICP Adhesives Polyset' AH-160; (988) 774-1419 Revision 8: 10/12/2017 Page 9 of 9