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HomeMy WebLinkAboutProduct Approval Panel WallsFlorida BUildincr Code Online -Pacerof2 u ��{..•e•�.-r V����,,�,�Z'1• • `���- � ��.. + ��+ �„�{+r,% f� y-"i�r r^•' .,.ram n: �.,-�-��p'� ��._.....?.J �.ry -.•' .o..'••;��:f�rr=�,7,rsrr_r ;,. or ���r �, -�'� �i','Y1 u�•r3� 17 crid a Ce rr.enc? 8C15 Home la in i U '. r� C 9 Ser RagiSDadon Hat iCPiCS Submit Surthar a ..• 'r-`r'-""'tr_.__ti^ _•r„•=•,•; B I js it I e CJ, (, ^ S St3L^'A �3Lu Publications raC Staff .- SCIS Site � u .Jf rY..� / IDP L1nt.S Stl3fCh Professimal �lti: Product Approval `r �`'� USER; Public User �gl���tiorr •+ •... ,, „Pnduct donrcfal 'nonu y Pr�flurt nr •1 It nn nNan ^ r n > lnnlienron �_It —� APPIIotlon Deta l.�l yr:i zJ-�.-3Vpfl u; FL TM Ij[�ryf�� Application Type Code Version New :i r• Application Status 3014 -r :r•• •• -•• • ' Approved e Comments Archived Product Manufacturer Ply Gem Siding Group Add ress/Phone/Email �. • , 2 i0S Campbell Road Sidney, off 4S365 Plan. ying 720 zlzn.hoyingnplygem.com (' Authorized Signature Alan Hoying •• alan.hoyingrdp,ygem.com Technical Representative - Address/Phone/Email "• r Quality Assurance Representative ___.,•;.: Address/Phone/Email' n Category �o°•' Subcategory i�walls.. Compliance Method Evaluation Report From a Florida Registered Architect or`a Licensed Florida PrOFeSSiondl Engineer •✓' Evaluation Report - Hardcopy Received Florida Engineer or Architect Name, who developed Allen N. Reeves the Evaluation Report Florida License PE 19354 J Quality Assurance Entity Architectural Testin r Quality Assurance Contract Expiration Date 9,.ne. Validated By !-/31/2.,0l8 Ted Berman, PE Certificate of independence Referenced Standard and Year (OF Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method �! validation Checklist - Hardcopy Received =L! 7QA R0 CO( Masti SoFPIt20l4rBr -r. _0[.ndF Stp,darcl AAMA 1402 gear ASTM D3679 1986 2009 Method 1 Option D https://wwv.floridabuilding.orc,/pr/pr_app_dtLasp0param=tivGEVXQwtDgvFCrY- ZsjrZFR.-. /25/2015 'y0I)107d-.Sl/d�Of "7/1Sl({I/311Vt1103(OUd S3%133 �Afl ao / 133HS�-020b'O //"IXi173NJd• glOz;. :�•�'31Y0 LS '301'6ul.laeUIBUEjMH S(oz. h?Pp&L•R(/ASd" YSC61#asu-m EP1,013 jaaupug ladnpIu1S 1'd'saAaa}t'ly,uallV /�XVy Or •"r41�1r'Illilllilll\l�'"' - ° --- Z'LC- g74,S, O.[ toN ' 37 V7A` of 1oN E"9U1+ r!d',y• J4Od/..�a.t:H( .tJd�ns .:7V/Vr �taYa' atil r/1r/rI of • ' - Vlarrr tv SY 7rrr,S . ..... arnrrsf ,i1rl,2uY,/ E'Ir - S 78d1, �33;;({19/n1 3Ab3 'Sj'DVJ.77r- 7�rrKvya •j -r0Y1'93S 1'8I1+ 7arulY.lA?I�p�' 1LIdlos " i/[orM 3AV,9' cVi I'811+ • S3•rd•Yl 73S U•LS- W/� fi 77VM �1t�73vS /rr?1 8'$Clt >c/ ctflVo9 ory a 079- l'811i- sr+rwl'a•�' - r37MC 27M i•811.1• ,� 2)E)°otI C77JNL' -. a38lVIt /SS(i�io9/� i $'rS- =rlrir Xo9 oNY S?37 �neri 6'dzl+ t2f'0( �i rCV s37 3l107- k.a.SUslnt S37dv(S 8'Sr rr7 j ::..1 b/v'.ioY�l7, 66Z1+ !t•'f-f/C I'M ni 7dV�S UD _ .. 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UVSIICP 4238.0 .275.3 -F288.0 -»u,/ a25.a -T15.1 152.5 -I13.3 rnrL¢s F576.0. +3.10.8 +225,0 +I59.fi +119,0 -550.7 .325.8 -215.1 -152.5 -113.A 2•', i1AILS 1•N 4242.5 -H-13.5+67.2 +50.1 "SIitPL-cu" -231.9 -137.2 -90.6 -64.2 -179 144 42125 +1d3S +94.7 -F67.2 +50.1 -2319 •I77.2 A0.6 -64.2 tIAIfS L2:119T 19• -F288.0 +170.4 +112.5 +79.3 +S9.., -275.3 -162.9 -107.6 -76,3 FR19T rAPLI•S •F288.0 -1I70.4 +112s•• -}72a 1.19TJt9, a2n9r -271.3 -162.9 -107.6 -76.3 -M-9 - s,HA11S +216.0 +127.8 +34.4 459.3- _-2116.5 _122.2 -80.7 •57.2 -•12.7 ',5TAPL65 +216.0 +127.3 +84.4 +59.8 -122.2 -30.7 -57.2 - 12.7 " Nn1ts As17aI6, +2-12-5 +143.5 494.7 467,2 +SD.I -231.9 -137.2 -90.6 6.1.2 �17.9 STAPLES .CAs12316, +242.5 +143.5 +94.7 467.2 +50,1 -231.9 -137.2 -90.6 .64,2 -17.9 Iz ;NAMS n13 4197.1 +116.6 +77.0 434.6 4.10,7 -188.4 -111.5 -73.6 -52.2 ig 9 :2 -STAPLES i 2u 197. 1 +116.6 •1.77.0 +54.6 +•10.7 -IA4_f -111.5_ -77,6 -52.2 � +327.2 +194-B +I28,6 49I.7 +63.0 -73.8 56.8 -16.1 -38.8 -3.3.6 PLES +329.2 +1911.8 +128.6 +91.2 -F68.0 -76.3 -58.7 .477 -1n , 1.11 +37•Ll +221rf •F146-1 +103.6 +77,3 -86.76 -66.7 -5.1.2 4s.7 39.4 4-344.2 +2033 +13.1.4 4953 -77.2 -59.4 49.2 -At 0.6 35.1 -1-3.14.2 •1-203.7 •1-134.4 4953 -79.8 -41.4 -•19.9 -12.0 36.3 4-249.4 4147.6 •1-97.4 469.1 451.5 -55.9 -43.0 -35.0 -29A -25.4 4249.4 +147,6 +97.4 469.1 +51.5 -57,8 14.5 -36.2 -30.4 -26.3 +224.5 •FI32.8 +87.7 -162.2 446.4 -50.3 -78.7 -31.5 -265 -229 +224.5 +13Z8 F87.7 -162.2 446A =52.1 40,0, 32.5 . .4 _21.7 +299.3 +177,1 +116.9 +92.9 461.8 -67.1 51.6 41.9 -35.3 -30.5 M2 '3 +177.1 +116.9 +8Z9 461.8 -69.4 -53A -43A -36.5 -31.5 12993 • +177.1 +116.9 4829 461.8 -67.1 51.6 41.9 -35.3 -30.5 2993 +177:1 +1169 +82.9 441.8 •69.4 -53A •43.4 -36.5 -31.5 nblc are found on Shed 1 ar2 GX1`TLREIL NOTES DESIGN PRESSURES LISTED IN TABLES ARE BASED Ott C6,%FPAIU\TIVB AND RATIONAL ANALYSES 00114C IN IIR PROJECT 15030001 AND ARE IN CONFORMANCE WITH TIIE 201.1 FLORIDA BUILD(i (O CODE AND THE: 201.1 FLORMA RESIDEHIIAL CODE. THE 20H FLORIDA BUILDING CODE Of SECTION 1609.1 AWTIIE• 201.1 FLORIDA RESIDENTIAL. CODE IN SECTION R703.1.3 DIRECTLYNIANDATE THAT THE DESIGN V/i11D PRESSURES ON SOFFITS ARETO DE THE SAME AS THE ADIOINI, IG VIALLS: WHERESHORTSPANALTO LONG SPANTABLES OVERLAP, THE LOWER VALUES GOVERN AND SHOULLO DE USE•I) fN INSTALLATION DESIGNS. • VcnnuaorMipl.3 (U,(Vfnyl) 10•'.-j7(: s Snl(J-IIYSIOH Vcnlc,l-IIYSIOV 'kld3:1 VrnNrnM LE ' Triplcl .).,Via ; ,7Jes Snlid-(1VSIOtI Yrnfnf-IIVSfOV Uouhlc 611as "V" grooves every 6"across width, Univevrl hiple 4 (Vinli) 12, Ttoil.•r +/-33.0 SoliJ-UYS"i'l Centel Vent-U'/S12CP and each pnrrcl is 12" vvfJe. Full Ycnt-UV512P flntr ml"V •1 (Vinp11 11". S.-Pi. +/-3J.0 Solid-UV512N Triple-) orl'•(ha2 "V" gmovcf cvery4" acros9 width, C,i, Ycnl•UVSI2CP Tull Va1l- (JVSl2P 7hcdclailforth(sLthloa and pchpanel is 12" %vide. ca=ogShccl2of2 - - !Xz 817TEI1J T/h1AeR PRnML Quad has'M' grooves evcry•I"ecross rviddy ead"chpnnelist6"-wide. ATr'lCuco TO aC. O" AIJ.r/I10Al EACH FA'2mj/G SPACIIIa -� /i EIIALA 1VIT/l - Triplo2-7J3has "V"gmovesovery2-7/3"across Mdlh, and each pancl.is 8" wide. afY'fPE WS J/n/CJJ OR STAf'LLS IY/rf/ Double has "V"gmovo EYC(y3"across widdl, I "LO//C I,Aey %r v (/G and each pnuel is 10" wide. GA Gt�Qi /N £AeN Allll lld>-/ Single 6 of S6 has 8 grooves every 6"across FA SC/A --Ly wid0ti and each panel it W wide: ,80A A o / . WALL Triple 3-1/3 has "V4 grooves cvery3.113" FASCl/I J acmiawidU6and cachpanclisl0"nido. M/M .MAST/r- SOM, ,rar ,4M47lsPA/I 7'J/1LE I2f' 2" /t c11ANNeL� MAX. MA%. FASTRAEAS rrlJ aNc .• iq nR,n/IIIIt� LAVE lJ/bYN (/ Li N M/T E D AT Wi rmil5 �,� G Aj \ P,: F •.� 71. ; No.1935-0 ; A SafF/T FaR !dl bE EAVES ANa eX7E R/OR CEyL A% =� NOT TO SCAL.£ O, sTATEOF :I MIe11 N. Reeves, F.E. Sintctural Engineer Florida License a 19354 %iPS ,! 0 RI Yj' ZZ HREnglneering,Inc. REV,Ia"wxeN201T onrE:/C NDV. 20 /so3000/ ''/.s/GNAL����``�• //11111nUtlty pACUECTLO.IlI00026-7SHEET 2 OF CLIEIIP f.'L' 6EN�f�,hS T/C 0y, ,4 /1£E VE C pFlDJEOTIIAl.1E: MAS?/C .SOE•e n•e.. n.,e.., ,. 30 M4Rey 20)S .,vrrrl III't LUIRILCA (,11.1fA1R11f1.012 ,PI,t11S AASI2219,AFA512219 m +167.1 --.-_ """"""'•,,, it -FI75,J <J 14` cFLlAvnnD SOFFIT TYPF ,.vnU JI',nPr IAULF, • EAVE[VIDT111Lr TP(CHES L7,01MABLED S GH 1 PRE5ST3Ri:S ill1'SI' _(6g'I -I31.3 =n6.6 (.`UURI.r:6"h11.Ut(INIILUI2',Nrl11S FZ IS" 13' 21" j•I" 1l'JU ISPANTADLL DOUBLE 6'•(ALUAf01UL012;ST.5PLE5 ,MS 12Z19, AFAS12I19 i•IG9.1 4135.3 -96.fi i9G.fi AAS2219AFAS1229 +zaA.n •.1IUA "27i,J -162.9 +lizs +79,R 459.s 1;XTFRIOR CEILPi1GS) I:UURIF. JAFAS.0f2;l1A115 -l77A -1.11.E -101.1 I:UUI)I.F:6"(,{I.UhllllllLO IL",STArLFS ,b\512219.AFA517219 +2R8,0 +170.4+II2,5 •I07,fi -7fi.7 -f79.R _j6,9 +59,5 _ Ch7,T,[V(lOD S122 AhS11716.AFA512ZIA +I.17.1 -I.12.4 1_ 113.9 'tA l:i V0110M.&'MUM11NIFAR I2", Nd11S -275.3 -1G2.9 -107,6 -7G.3 _56.9 St)C17TME - COUOLEG"'(hLIJAfItIb1U12-.STAPLES +142.•1 •IU.9 -Rla A.{SI1D6.AFASI2Nb +142,5 +1435 }0.1:7 +G7,2 +50.1 ' AASI2216,,lFASi7216 -)77,D --1 U•9 I'Fl:t f.-()UnLEG" 65I,11\IDIII,S 11",ST,51•I.liS 231.9 -IJ7.2 ap,6 •fi'1.2 ••11.9 Da+dcdry lyt)A:)L+ILs +/.55.0 Solid-4S8223)1-Vrnlcd-VS022JV TRIPLE 4"(A LIR.IRR/A()12": N,{IIS AAS12319.ACASI2l19,AFAS(2)19 +iA9.1 -1•I l.fi 4135.3 -1DI,1 +n6.G I1,L517216,AFASI2216 -12425 +I.13.5 -2)i.9 ?TL7 +67.2 +30,1 Beaded (vinyOA:Slaple, •t/-55.0 -(69.1 -135.3 TRIPI.F.4"(,{I.IRJINI.\I) -137.2 'k29FA -90.6 -6412 _,17,9 Sol(J-YSD22]ll Vmtcd-YSD22]Y TRIPLE•Y(A(JR•(ML751J 12;STAf(LS .5.[S12]19, AC,15177I9, AFAS17JI9 4.169.1 + IJiJ •96.6 AASr2J19.ACAS12117. AFhS1Il19 •k170.•1 -f(12.5 479,3 459.5 Prnm(nm Nubia 5(WAy1) le'; Nnil1 .-11.5n.6 -177'0 -l•11.6 ;9G,6 TR1r1.E4-(ALIL5It1:17b1)iz'; iihrLGS -275,J -IG2,9 -107,G -7G.3 -Sfi.9 r r Snlid-[SDSN Vmtcd-VSOSF[ QUAOA'(ALU)•(I211A1116",tl.\ILS 1.126.8 -101.1 AAS17319,ACA5I7219, AFiSIIl l9 +28R.n }17D,4 +112_S -k79.A •k59S P(MINM Double 3 Clinyl) W. SI,PItt 41-50.6 AASI6(19A,ACASIM6A -126.8 -1101.5 4-72.5 411:5n4-(ALRS(RMLD14,Nd11S -275.3 -162.9 -107.6 -763 _56.9 Solid-VSDSN Vmfed-VSDSF'/ [)UAUd'•(.iL11b1R11R.f]16; S1-API.F_S 4426.R -101.5 -72.5 AA51Rf17,L ACA51h•19.1 421f,.0 ?127.A +8.�. I +59,3 d•I•l,6 PrcmiumTtile4 mQIT',N4(1, U-36.7 P (V Y AASIMIM.ACAS161 19A I32.9 +101.5 +72.5 gllAUd"(hLUSfRIIR.016'. STAPLES -206.5_ -122.2 -F0.7 -57,2 -,12.7 Solid-VST411 Center V.1-11 (CV -tRIPLfi•T' (,\Ll1U1NtIAS) 12", NAOS 4'1•f2r1 •106.Z D "75•• AA516119A,Ar,A516f 19,5 f2l fi.n +127.R 434.4 k59.3 +•1.1.6 Fu1I Vmt-VSFIFV .1h5I7J I6,ACAS1211A.AFhS123Ifi '1'52.4 +117� 4'RI:1 lRIr1.F.•Y (TI.I1AtRtItA1)12'; F).jRS -206'5 -1222 -R0.7 -57.2 A2,7 Prenlium Td •F/-]6•T TRIPLF.4-(,\L(In1RIIw)12";STAPLES 'A.1511I16, '1-1.1)..4 -1130 •RI,I A,{517316, Ar..LS17J16, AFA512J16 +'2d2S -kl'IJ.3 +9.1,7 167.2 k50.1 Solid-VSTN Ce�tr'YMII-VSIACV Full t'enl-V8T4FY ACA512)16,AFA512J 16 -Fl 1.1i 481:1 TRIPLE•I"(ALLI\IIRUAq 12", STe{FLES -23L9 -137.2 -90.6 •6.1.2 -47.9 Ecnnrmy Dnuh145(VI nyl]10-, Naib ,f/•44.0 TRRLE I'(ALI/A1DIt71gS0FF(T 12'. NAIL Ah5II313,ACASI711J,AVAS12313 111s� --11�:R 19,.,6 -I01,) AASIIJIR;AC251)716, AFASI2J 16 +312.5 +(41,5 +a4.7 107.2 +50.1 Solid-EVSDSN Vrnlcd-F.YSOi!, TRIPLIW (AL11MI110A) SOFFIT I2;FT,\PLEB -115.7 ,a2.6 •16G,1 TRIr1.F.d"(AI.VMryII,lIJS7FFlTI2';Nnus ,1,5517]Lt,ACASf2717.AFASi7]IJ -231.9 -137.2 +197,1 +116.6 _90.6 477.0 •64.2 +5•I,G -47.9 F,connmyl7nuhle5(Vinyl)In In" •)/-4•].0 Sold-DVSD5N Vcnlld-EVSD5V AA51_J IJ. 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