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Property Address: 7590 Gullotti Place Port St Lucie, FL 34952 170 Wind Zone Exposure C Mean Roof Height 20 feet Zone 4 required DP for 10 square foot opening+40.2 /-43.6 Vasd Item # Product Size Quantity FL# Zone DP 1- CWS 8100 47.375 x 51.125 1 16177.1 4 70 2- CWS 8300 23.5 x 11.75 2 13010.4 4 55 3- CWS 8100 23.5 x 58.375 2 16177.1 4 70 4- CWS 8100 23.375 x 51.25 2 16177.1 4 70 5- CWS 8200 48 x 43.5 1 16736.1 4 60 6- CWS 8100 35.625 x 59.25 3 16177.1 4 70 7- Alside 3100 23.5 2 12078.1 4 120 Replace 11 Windows and 2 Mullions Size For Size. Please see attached footprint for exact product locations within the structure. i f'loxidi Building-:Code O.iihe: Page 1 of 2 , 3y`Z"lrt,+� � 'r� t } a tGM }tida,G 'i t Bc15 1 iiD.tR, use�<Fiepistiatioti } Hot.TO d sobrAit:sUrchafge sintsitlatits# Publimt(ors f f C�tafl �' st iS Site Mbp i finks �.Search i Jd'sl i' C -r' P�fOtlttti ap'p'rova.l Prof2'sSl ral USE ;ilfLhlfdU5er ProFfhef itnnroValiPoenuaranbireation Search+��:AcyttcatiorrLlst•>AppgwltonUdEatl •. F '# FL1$177:=91 Applit atlpn 7.ype` i2eyislon ;:Eva ;versib)j, 2414 Applitatjo .;$taxus Apprpved �:Edmme'ritis eA2N1Ved: :(�. 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PrQdu��pravai Ricefpt>3€ .54fLnii Li9aYfi�Y,t{:i7'' htitp/f + grabuf] i ,orTp / a #�saspxraxam-�vrQwtDgg ► 1 ,. 1fS/201 GENERAL NOTES SINGLE HUNG - LARGE MISSILE IMPACT f THE PRODUCT-i4o N HFffE1N IS DESIGNER AND MANUFACTURED v """"""" T(AOMP4YCW-MY WE-I OR1DAgUILDINGCODI~(�aCj CGRREW VYINDbI(VSYSTEMS ERJfIONINC�fWg1NbTHE. LOIIYHI�fla1CANEZONI (HVH�AND Yab0:0 lta AVE S;flATEOBOfWINDZpN�aMjS$IfELEVIrLO_IIG�FACTU$EASpEF�NMIJSFLOAIDA-34474. IM!ASZfVl,E 1998 Pi`f17E; G. W►�VW,OWS CC' 2GLAZ(�GOPIY,ONS(SEB,�FfEEj2);: - 3 CONFIGUAATIONS�O/Xc srTle'ikAx LIMIT. 6TH. - SINGLE HUNG; a pIGN PRESSUPE RATjIVQ q7,i1/16'GLASS D Q {VEGATfit�DESIG LOADS BASED ON(TES7ED PAESStf[iEANq: 'CT LABS TABkE$lfS E 1 ON, NO bSftIVEDESiG1�LOADSSASEDOf1.T�$fFDPA URE 1MA INUfl Ep $ s FiLTAAjIONTE$jPRESS AIV-GLA STAaL �fSTM.E'fS00.�04, o t•j Vit'.- ,.�:• ,;,.. 6 ANCHO GE TH331 STRES$,I11CR SEHASNPT'BEENUSEp a 3 MAX. I' � '. IN:THFpAESIG�IOFTHI$�PFIODUOT;$EES�ETF`FORANC{i0A I �Q y,' OVEAA[t: fL$<LN�gLOApDUFiATION:FA�'+70ROt� �641fAS SEIfFOR,WQOp OHi ANOR CA UfAj10N5 Vj N Z. P�idDUOj RPfiQVED.FOA,IMP CGTRMSTAKIGE SHUT fER$pRE ,b -O. UW f tbT REgU,REQ 613!4' I i TALLFRAMESANDt/kNiS:FULLYWElDS4 5MA11 IOINTiSI AM$EA[J1NT o r. USED ATFDfEDMEEf1NGAAILAND(A(kig {x UNIT, ... ... `. �. : HEIGHT ... •.; ,. _ `6 S)RIES/MopELDESIRNATKfNSH-8100 I-'a'�'.e� 8 TjiFzDESIGNAj1QNRANDOSTANDFORTHEFC3lL0�1fItfCy 1 j iS Qi 7f :OPEITABI E SASN b FlXEQ e i 26 7!6'. YD SECTION CAtiOUTS APPLYTO ALL ELEVATjO(JS INA 51NIILAR m S z SASH, i flUSSSs LOCATION Mo `�Rliil���r►++p :B i b_.EkTERN11l WEEP SLOTa 1/4x1 174"LOG,ATED a'FgOM f30Ty k`NDS, 3"p5 �C EN;�f� 4� I. 3 ilf ;6 l vCae_A . FE f}F . _. Tuther ��'a > 1511:5.=A4 00: rn rr►a4.:'' astn6• _. duces qio - _ xuX;snsH WfD7H +1/112gf5 LUCAS&.t4RNER F-- FL PfxtYsazD t239,11►$dEf(I,,AVE; # NOtTf-{PORT,FL 34,288? PH 9A1 3aq=f574 'i s oeacnlprro GENERAL NOTESA.IJD` ELEVMI.m TABLE;OFWNTEN7S _ ENE VP pE51GN:P�tESSI�RE urn BAT n 06/18/12. GLAZING,DETAIL_ �; MAX UNIT SIZE ItVIPACT RATING' $EGTtoNYlEws a I�ATIC1l owc� eEv: ExIRUSfoNs a e q� ,o _ �I � ASKS=s12 .� _ANctlafscHEpulalloTES s: 51 7/8.. !�61 !4 F! 70 PSF, LR AGMISSILE 3IMPACT. INSTALLAfIONgETAIIS ....,., e' SHEET' WING 190( .A.M.AVE, , WWOCALA,RQ1i1DR34474. I�UIPAGT oao ` ��e•mitslwu;lNsuuw'red:�cKss. _: gra:,gveFtnu.lNSUtA'(Eo ptJ�55. �a y: ' 1%9"�jNNE11LEQOR,'1�lGIF��W�D _.. i1B'IINNEhIED0A7EA1PERED .:.y 5. a d stay�:;tArttNaTEvru�fis: srr �anenaat�nss: � 5 . U6 a[�9JEAI.ED !; r/6'aNNEACEU ��O b50':P1(B1NTEgLAY$ABYgUP0RT.. U9o.P481NiERU{YE(i.BV,4UPOfVL o o a ;, '!78'JNNEALER ' ; _, iYe l�rdNBALEo � 4� bt7fikSFJU,8Y7�i�1SEAL � �a 3 � •-....•. .: v 9xIFiiISEgC B�TfiUSE11l PU.RFF4 AAMIFL.t1AiSI1,G(1E1Dt'at, 7 POfi Cr.GLAZE'FhDri,51i4(F1E7C5�2 �u� ;¢ Am 9rrwss6rr; t '�+�' S'' v , . �v�` rr ` FIXED UfE $ASHIFfE 4/�1h201'S, lU.C34t5,A.TUF1NfA..P,fi FLPE�592dt 1Z.JADA dv NfJFi;FH FOT3?FL 34 $8: P`EL'94:7-0i3d=1571 6i{EE�SO ESCf i�RT W,,;. GLA�fNC'pEiT'AILS qY, onFE; S.DWG.-:: RF,,l- .. .. C4�} 12 B INTEF110Fi WW65w, Ws 1s sw�TH�►,yv� ,:. 79 810q PYC: t : 13 w NOTE LEFT (DE;$JiOWSfIXEDSECrTtONYIEW�. Q 0' RlG`FfFsSIDE�iHFIS?WSSASI�;SEG7lON�IIE]N, 'a � -�! ; 1 IN71=AtQR' tq ¢D ��X v � Ns. 5BLg1 'S�L:• 1e JLJL co s . 2 - WASA fiUftNE�i E.. D 17 $JA>1ARA A11Et o NRl}17 T pORF.,R;#4288; _. ... .: ;eH s413epn�a• SECTION-A-A• ;�.E�T70N lt�s 130 06118112r NOTE I,• S NOT SF(0111�N FOR CLARiTY�;_ OMS-$2, B. . =�0 25.26�36.9y'44;:51-52 5,55'6 64,67:E,B= � SHEET PARTSLl57 -.. — .. _ ... - .. ..... _ _ rr M PARTH DESCRIP1109 VENDOR ATERIAL M 1 H031 Metm.r SH w/Frg PVC Head Mktpn Yiri I 3 tle�--i O 117 ONSTR.UC�iON: 2 H 6031 Maln F,Y St3w/Flg FVC SInMfliton Vln I - t':15176*: .. 1NING0iN SYStEMS 3 Hc6091 Meih.Fi SH w/Fl9 PVC L Jb MikYou :Vi 'I' � 2.3/te is0o5W»47H-AVE 4 HT.M. MO[h FI.SH W/FIg PVG R:Jb. MrWoR Xm.I 3 :,s:. W ORIbA34474 6 S.,t.577 ImpabttJ00k Keyniatk Alum _. .....; ..,. ... 7.616` - 9 H 1497 ReIMsSashMeet:Rah _ _ 'Keym.'ark. ':Alum 10 W6028 SashBottrn oHalhPVS. _ Mkion Vinyl r� U16S'' 7/ts' W 8100PVC $IDES T2 1i-6W Sash SldWop6Bgt Rall MIX= MOO __.. .: S.��1CaLE HUNG: .13..$:7498 R81n1.,S,B.{j.lSSH .EVCI=RAMEFL71N0E�fi031� P.VCSdSH;BTM,pJ11L'=80P8 PVC�ASF{TO- -----L-8027 - 14 -5 64 GLt--Sct.7Pr -- 78 5;6013 Sdi*, yt/Nb PYC;.HaJB,. Nlikron VINI -- 19 8 60.74 SWCA ,PVG Pert. ,Milo ,Aliyl N 20 56029 52sh_$tup!FIIIB�pVG V,ei1:: Miklort H 1>s/i� v a 23 ='1699 RelrifoiC6menq'SBR Keymanc Alum: 24 P2180 BalaBde tisk 9)18• Y S 25 F,3059 Sash Ca PYC BSl P1astJc _26 P?3046 TakeyOV1 Gi .. _-- t35I: .SS'; .. T.518' 2.tie 1716: FIXED Iu1EETINCZ R/UL. 27 P 3783.LecK,"Im cU AVC ... Ihtetlook S9AEW.EDT.OGETtfERwITR W z; 28 P.-4064:KB: "..Im. el'$VG kitedock ZemeC:.- 9; r QUfEq RAMS o C3 30 Pi3215 W Co1eI+�/F1' Gaer P.iastic; REINF..,IMPACF.HCfOfC fT12: S_ -- W ? < W: 32 P129 WsiP...9270X,Y37baokFUS Gray, _ aC_ -.,tnlralab P:VGsASHSIDE'RAIL soo4� FlXED A/U[ ta3s .,� ¢O 137 P-163B #8.k21/2 P,H'Motl.Ttus i'TY A.TEK'.2_ _Fasteisal Sfeet n 38 P-0768 A8 X:0;625 Ph PHSMS HOb':Gty Steel'. i slis_ sne' w 39 P-4Q57W t78 x ti250 Ph FH.TEIG VY►1F Huh(qty sleet 1� ,fja-� 7 I/e''► a y 40 P 4264W p8 x:3/4 FFi PH w6116 Head TEK Wht Hub(ilX Sleep _ - = I i o snc 45 F.752; P(ug 7/2'Hole — M&M_ Ny)0n �� 045: 1 SH.ti~ oa 4 Z 47 P4438 $rKa11e%55281•PWCCtGJazw"Jr Sik87J-ietdcel Yns• 1116' _ 48; P 52 SeG.B.lk 85 Dcit 118 X- 8'ii,2'Lg;< F,.L;ofve Rfibbe_r PVC SASHSTOP",6U25', PYCSCAEEIJ.CATC}I,•fi013, pvCF0(ED fllUL COVFF1=;8ofi3 PVC`SCHEEh1;SlN POR7.611.13 11���NOIJ �;�!jYir Si P-3887 Tem'?aN LW'iNFRC6DP) ����P 4)✓ r�fi„�+ '52 P.9613 i:WSlbl 9080) Pto l afiel aro ��VP`v� Al y `S 53 Sash SEE-SHEET 2.._. _ GCASS _ 34':: V,y No 582Q9 ti 9 f. $4 Fi>ied SEES1iEEPZ GiA3S �i7 fk 56 Fi3261 S .er; Durasiial fs 9 1G? 71i4T 1 9, 76b 7ro aF b'2 P278 Screep'Franfe Hoiiz :Allrnetal _.Alums_ I-7H8• ',ihs' _ $TA`t;f oP 63 &3278 ScreenFrame Reit Rllnietal A(unC;- r ti✓ , : ``149b; REINFrERdiFiAl@:1898 7'OPRAIL1:49I'.V '64.' ScroWF 7 b:GLAZIWC;BEAD-60611' 65 P.3581 Screerl';Cloth818 REINF,S:HFjJS;S.1i, HEIt 16 Fiberglass Bettecitile Flbergla4s r'��ioldNA j�����` -66 P 3828 ScreeiCS Ine 755Dia Bqi' D le Yt apa: VInY1 : 67 P+3029 ScreentPull Tab summk Alulri +�- Q8. '-P-,5033' SereeriSpring SS Fb,Screen. SS % 4/f162015:: 70 4141137 ServWS M`PVC T PTasQcs P E Nylori: - U R -77 Ii 1836 Alum_F.W.,Wl_ _ Ke mark Alum 4`. 72 ,S6063 Cotes„El(edRail-: — fd 9/t8` FLEE#562081 73 SAA 12 Ifeinfolcement Iin`ct Hooks_ _... Keymark Aliirh NORTt I POFD Ft 34288- 74 P 3547 0tek 1/x Pan Head TEK Fasterial 51Oe1 PCi 941 BQ.i57, 112' - s EF o..*tGrtIP UNE ITEMS NPTU$1~D S.T,jX..15 3}27 22'„G9i'�1.3$S6 41 43;46.d8 50 55 57 61'69' e f•�-3•—=�{ BOMJ�ND EXTRUSIONS: 78' I I `1 IMPACT HOQIG' BAT ;: 661.81.18 5=15V NOTE pit EXTRUSIONS ARE ALUMINl1M 6063 76;UNCESS OTHE.RWI;Pp fJOTED.. SR ET ..-.._._...-.. {tea 6 = 1900 SW 44TH AVE; 4;974: ,o,rr � 1 ByQQ PVC MA$o c iSINGLE:HUNG': cnrP I Q' _►NsrA>:uunON � IM.Fx;ACT` ANCHOR(T.YP:); i � F - . to i9f1;». O Z cb a 0 0.1 4.I�sJ: NOANCHORSIiEQU1REDItJSiLL-- ,y�f1,l,+thin �NCHORLAkdur rFLaia��i, ,��G��tog+!fs�v�2:.. NOTES '9Q S rg71 ,O,F r11NSTALC-ONEgNCFiORA�`:EIICHINS7ALLATI0E�40CA'TIONNO'ANCHORS;REQUIf�ED;INSfCL- p"�'?��Op �,'�',��'�`�. 2,SHIMA5 RERA7 EACH INSTALLATION ANCHOR USIN1 . ADiBEARJ. I .: : . UVB +..... .. ..: ......... ... . . .... . : ..-.... Q K.., MS MAXOWE A_LE.ySHIM.STACK70.,BE1/4_..USE.SHIMS.WHEAE5EAGEGREAIERTHANy/18`ISPRESENfc LOADBEARINQSHIMSSHACLBE' +Fig �1! ' CODS RUCTED, F OORDEWS PLWGOR`BETTER WOODSHIMS, NOTALLOWEU I. 3 ANOk10fl7YPESANQE(rIeEDMlNTSFIALLBEASSPECIFIEtYINT}{ESEDAAWl�/GS;..SEE,;fAB7,SklEET`8. g� 2015 4 ALL;INSTAL19T1QN;ATJCHOFI$MUST6Et�ADEOF.;OR,PRbTEC7EDWRHACOHQOStOtJpEISTAjJfJuIATER►ALORCOATINQ DISSIMJLAR;METALS DpA1ATER 'SINB WIT}1PRESSURETE3EgTE.D.WOQDMUST LUCASA.7UENjEFl PE. S,IIVSTALIAfIUN 1NGNOPS' -AL•LB51NRCCORDANCE.WrMANCOR'MNUFAOYUASLEA.T , ED;INSCJBSTRA7E5f FNGT1f*STL{SLE$S+THANTHEMINIMUM NORTFI pO A34288= SEECIFIEb)N TABLE 1�SHEAT 6 g ANfi,HOREMBEDI IEN[FTQ UBSTRA7ESHALL9E8EYONDWALLD SSS GO.:S[UCCO` Cb . : �R,,.,_ �N ...H...._-,.., . ..R MORETE/CN)UOPENINOS,Et�BFDMENTSHALL.BEBEYONDI�JOOD8UCK3,,l -USED INiO5U8STRAT ?... rmNL0. d INSTALLATI,dNSTO5�IDGQNCRETJr;OR.GROUTFILLEDCN►UMA INC}U[iEBU7;DQNO.TREQUIjiE;1X}HOGD:BUGKSBEIiM1!EEJJtTFIE .. 0 ' " E PRO UC7 ANq THeS(IBSTRATE:; ANCM.OR S,G,HEpULE AND. INSTALLATIONS TQ�{OL LPW CMU HE0UIF3E THE USE OF 1J(BUGRS BB3WEEWTFI PRODl1SS AND SUf3STF�ATE NOTES 7�1 MINIMUM CENTER 70 CENTERSPAGIN(i SHALL B .MAir(TAINEb BfrTV1!EEN ALL FASTF(lEq$3..FOR I fASONRY i':6?R WOOO,AND M) FAL•, o K .. . P.WOOD OR MASOTIRX OPENINGS BUCKS AND BUCK, 8.%q ALL' OP L.O G ': BQT 06/78/12` PR.,.EP,Y ESI,,N,E,BYfF)E,ARQHITECTORENGIIEEq.OFRECORQAND:NSThLLED;TOTRQNSFERWINq,LgAU$R,O;TH) STF;UCTURE. SU6S`iRATES SHAT L f�EETTi IE MINIMUAI$TREN(37H REQUIREMENT$AS SHOWN IM;TABLEt SHEET 6. GONCRfifE•AN)S MASONfY SUBS7FiAfE$.MAY NOT BE".GRpCKED.; REv.: owao;r - -9$FALL_G AND Fi ASHING'STf1ATEGIES FdROVERAII WATER flESISTANCEOFJNSTALIATION SHALLBE DONE B)+QTHERS FOLlQYYING.THE.CURRENTVERSION OF THE REFEREN E C„DOCUMENTS: C FMAfNAAMAy00(FINWINDOWS)FMA/AAMA200IFLANGEWINOOWS) FAhAJWDNIA25D(BOXW)NDQWS)FMA/.6 M..DMA30D(EXfERIOR,DOORSy SHEET• TYPICALHEADANCHORAGE MIT EE' :.. •. (��jl{�U . . MIN EDGEOIST S` 7ABLE1 SUBSTRATE WI �Y5TM5 SEE7A9IE0 BYETABLEi OTHERS_ 19ppSW44THAV.e 174 iAlQ4SHIM SEObALA FLORICAS4474: SUBSTAATEBY,ATHERS SEE TABLE 1" "N EMBEDFiENT C1N$GC PERIk1ETERSE7WWSEETABLEl C :" _ MI�DtST:, BY INSTAU,ER Sp, EI Ul DO PVG INSI6EANpOU7 ,. ; S1 ALANi BERINo INSTALLATION'61SIZA _.. I G.LE HUNG SNM FCANOEHk JNALI,R _.. .. SEE TA9LE1 - -.114 MAIESHIM . . qIt1W:: 9Y.INSiALLEFL , . �• ._. INS7�Ll1CTiOM ANCtHoR -' ,` : INSIpEAND OIiT - M ' �F SEE SEALANT BEE)INU -N E BY WSTAU.Ei1 , EaNTiNUOlJS1ybUBLE3/78'BEADS OP° HOR¢ONT&ISECTIQN ?REMGIAZE't71&IpSEALAJJF'AROUND 6 '{Y"P7C!(C"JAl.1pJNICHORAQE'." 0 .. PERIMEfER.AT.ALLINDlGATEDPOINFB � � = BET WEFM FRAME AN0.8l]�K BY7NSTALtERs n VT RPM, MOND. SEACAN`i ..,. ., - .5 d PERIMEiER SEALANT A711N.EMSEDMENT . NSfDETAND ORIfF SEET ,i�a�f�NSSMlr���Iy� ABLE 1 +4�1f SEETABLE Y 5EE .� A VERTIC/1LSECTfON __ " �� : ST{T'E CIF "fir`' P.ICALS0.L"ANCH0RAGE-.'' vC'ORt�P+ �4, TABLEI APPROYEDINSrALt11T10NfASTENf3i5 SUBSTRA-MTYPE iUiCHORTYPE MIN EMBEDMENT /Alk tbGED157 UC FL $8 OHi P� OONCAETE(2pXS1MW) 3/f6 iIWTARCQN, }jp�*: -14/g. PERIMETEH.SEALANf` L 1z39.7ABAM-A hOLLO)A!:ORGROUIFIIIE�CMy(ti7FC MP1) 311,6 (iW[APCQijFN610 TAIJOOl7i NO.W. T4�_"'PO� B: CONDREfE(?x�SKSIMWT - 3/7.5 kLcoycTRACON 1r .._._. 1 HOAIZONTAL5ECTiCN P, 94 BO1 4 6 B9X,pRAME1NSTALLATION GRO}1T;�p.I,EUGAAU:{ASJ1u1,G�U). - ..- 3/1,8 ELCQ:U„LIRAGO.N-. ._. i14,;.. 2.7/2' ; ”- HEAD;ANDSILL.SIMILAR.FOR�BOXINSTALtAYi01V' .... 3/15 IWY TAPCON , IM11ST 1LLS4TION DETfifLS 2XMINSOU'IHERN;PWE(G D. DRiELCOUITifiACOtJ. i3{8': 7j8 FCAN(3E RkMOVAI NOTE PAMIALLYOR FILL,-8.tA;IOw1NI"THE�I�INGE;. 2XMINSOUTHERN:PWE(G 77.E -" i«o::WOODSCREW. i3le;` 7/B UP TQ AND INGLUb1NGABOJ(E13A{ulEAhpLiQATiQN,ISAC6£PTABLE.PROVIOE4: N' QAIIE 16 CtAUGE(D DGD)MIN STEELS7UD ?]016HILTIICN!pCFLEXDR R1Y FULLTH9EAD BAT 06/18/12 (33 K$F_kIELD MI)J). KS SE►F QgIWNC�SggEW 'THHU o OSo �� =MIN i/ F(LL�T OF CONSTRUCTION GRAD,'AD(9ESIVi CAULK tS:APPLIFD' �`"' A INSfbEAND;OUTxFULLPERiNtkfER BYINSALLi R .__,.. 1/8 ALUM (6063 T5 MW)OR, &10 GRADE 5 SELF TAPPING! FUL1 THREA4 CWS 812 - 8, 1/8 SfEEI (33KSI:MIN) _ ORILLWGSREW _.,.,THRlJ0a25; y1tB" WNF R G WINDOWS PRODUCT ANCHOIRAGE IS NN ACCORDANCE:WffH REOUiRfJ�IENTS"/SS SHO. b :FLAN s:.. s SHEET. ... Florida Bi ilditg Cade Otdine Page 1 of 3__ i fat eps Homo i lop to j Uees Audi moon j Hompis subnHt surohoroe seats&Pdou PUNT avorw: FSC Stare i t3C1y Slta Ptap tMfcs i Sema I ('�'.9aidstS1"^it2f,.fy. . Busnes � 1aStc C( •d' Produ4t Approval I r�C:3J1 .Ml%:Fubnc User Re ul fon amdUtr nnM.w�l Mlm,r Prreu«* �+n 3,,,,a�>annn,nufem iesca aaancauon aetaa ' FL O - PL130%0-R4 Appllcatton Type Revision Code Version 2014 Application Status Approved "Approved by DBPR.,Approvals by DBPR shall Oc reviewed and ratified by the POC and/or the Commission if neCWOrY, Comments Archived la7 Product Manufacturer Custom Window Systems Inc, Address/Phone/email 1900 SW 44th Avenue Ocala,FL 34474 (3$Z)365-5922 ek0spr�ewt.cc Autlhorized SIgnSWee Koss Erin ekosstl�nvs.Cc • Technical Representative Erin Koss Address/Phone/>"m»ii 1900 SW 44th Avt+, Ocala,FL34474 (352)368-6922 Ext 291 ekossQcws.cc quality Assurance Representative )ay Lathrop Address/Phone/Emall 1900 SW 44th Ave, Ocelli,FL 34474 (352)3686922 ext 291 Jlathropmews,Cc Category Windows Subtetogory Fixed Compliance Method Certiftntion Mark or Usting Certification Agency Keystone Certifications,Inc. Validated By Steven M.Ur1ch,PE 6 Validation Checklist•Wardcopy Received Referenced Standdrd and Year(of Standard) tang xg�r AAMA/WDMA/CSA 101/I,9,2/A440.05 2005" AAMA/WOMA/CSA 101/r.S.2/A440-08 2005 ASTM 01300.04 2004 ASTM e1586-05 2005 ASTM 51996-09 2005 PATAS 201/Z02/703 1994 Equivalence of Product'Standards Certified By Product Approval Method Method 1 Option A Date Submitted 21/19/2015 Date validated 11/23/2015 Date Pending FBC Approval http;//wwuv,iloridabuilding,org/pr/pr app dti.sspx?parani=wGEVXQwtDgvQEb8rFH60.:, 1/19/2016 Florida Building Code Online Page 2 of Date Approved 11/23/2015 Summa of Products FL Madel,NUrAWr or Nam* Description 13010.1 PW-8150 PVC Fixed Window PW-8150 PVC Flg/Fin Fixed Window Limits of use Certification Agency Certificate Approved for use in HVHZ:Ye,•, j,t.90.1Q._R4.C_C4.C_CaR.1,12-0S7.od Approved for ur*outside HVHZ:Yes F.L13010 R4 C CAC CAR 13S•1.3A2.ndf Impact Resistant:Yes FL1.301.0 R4 C CAC CAR 138-.r$ p�(' DeSi9d Pressures N/A Quality Assurance Contract dnpiratlon Date Other:PW-8150,36"x 72"and 7Z"x 76"see 1110allation detail for 09/l4/ZQ19 UPs,Large Missile Impact.In HVH7.may only be used up to,30ft Installation Instrpctions above grade.Glass Compiles to ASTM E1300.04, F1 jQ10-R4..II CWS-4330(PW-8150.7206.I!jp),pjt Verified 13y:Lutes A,Turner 58201 Created by Independent Third Party:Yes Evaluation Reports i.l.}Q�Q {fSF�Evg n_C1NS 4T1 (KV•8150.7206,JlYlP1 nrif FL1307,Q_R4 AE KuKUrnrEV PVR NOA 1d-06O,ndf �� FL13.0.10 U AF Kurarfy 5 • •44 11.odf ' FL1301Q..1M Ag QjIdA2x(Mlkron)NDA 1�-1017 07 ndf Created by Independent Third Party;Yes 13010.2 PW-81S0 PVC Fixed window PW-8150 PVC Flg/Pln Fbted window,Continuous Head&sill. Limits of Use Cortification Agency Certificate Approved for use In HVHZ:Yes FLt303D 0.4 A AR+xU--, d ' Approved for use outside HVHZr YesF1130i0 Ra Wit; , 1 „pSe2_»df Iryp*ct Resistant:Yes PiI3016 0.a { rA� 0AR i r8-706e7 odf D"Ign Pressure:+67,5/•67.5 Quality Assurance Contract Expiration Data Other:Large Missile,Op o+/-67,5 psf,Max.size 74 1/8"x 72", 08/12/20ig Outer lite must be safety glass above 30(t.In PIVNZ.Glass compiles Installation Instruttians to ASTM E1300.04. F1.13610 q�J CNIS-5108(PW-8150 GON97ir14L tMP1 ndP Verified By:Lucas A.Turner 58201 Created by IndupnndentThird Partys Yes Ev014atio0 Reports FL13.010 R4 AS Oupont FL1R010 R4 AE -C,,vSIR o CWc 1�4 iiA33•.�.•f10_f ,-� f S1R6 raw-Bran rnNT19DSL f f Li301s1 j(4__AE...O�anex fMikrdn}NOA s2.101Y 02.odP Created by Indep04dentThird Party:Yes 13030.3 PW8300 PVC Fixed Window PW-8300 PVC Fixed window,1Z0"x 48 Limits of use Certification Agency Certificate Approved for use In HVHZ;Yes FLi3giq R4 C CaQ (,gtt•i38.2k9p nd/ Approved for use outside FWHZ:Yes FI.130f 0 R4 C CA. AR ISR 1 .RiIE Impact Resistant:Yes FI_t301.0 R4 C CACAR 138-a92o7.ndf Design Pressure:+70/-70 Qudlity Assurance Contract Expiration Dote Other:PW-8300,120"x 48",DP m+•70 psf,Large Missile 04/09/2019 p / Impact,Glass complies to ASTM E1300.04. Installation Instructions F1;13A1q_.R4 II CWS•3738{�A(•Q na 120x46,,IMp1.W Verified fly:I. ns A.Tumer 58201 Created by Independent Third party:Yes Evalostion Reports FL.13g0R4 A5 DuPont SS p Ngj{11-0624 02 adf 543QiQ R4 4E EXalR n .w5.v7a6 rPW-71300 I qn.AQIMPI onP FI,13010 R4 A>•�r3dQX.CMilVD01 NOA 1.2.1017 0��(( Created by Independent Third Flirty;Yes 33010.4 PW-8300 PVC Fixed Window PW-8300 PVC Fig/Fin Fixed Window. Limit's of u Certification Agency Certificate Cd for use in HVHZi Yes flJaO..10._.114.C CAC CAR30:=pjddf, Approved for use outside HVHZ;Yes FL13p10 R4 C CAC caR i j'� Impact Resistant:Yes FL13010 R4 C C_eC Q 1?8-750.e7,.otif Design Pressures N/A F.1304D Ri f ('-AR.138-274e2.n If other:Large Missile Impatt,See Installation Drawing§for Max. )1„(39 f>_@4 C CAC CAa tiA-4+7q2oaj . size and DP's.Outer lite must be safety glass above 30 ft.in HVHZ. 1D..R4..0 fJ1C CAR 438.A&0p-od( Glass COmpGG to ASTM E1300-04, FL1aQ10 R4 C CAC CAR 338-';'1a ndr FL13.01.n R4 G CAC�Art 13�30a7;nei/ FL13010 R4 C GAC C*AR I3k_7xdn�Jnr Quality Assurance Contract EXpitptJon Date 04/29/2018 Installation Instructions ILCWS-159D(pw•R300.'I2x7G.j2jq 1 Verlfled By:LUCas A.Turner 58201 Created by Independent Third Party:Yes Evaluation Repents F1.13.010..R4.AS Dupont pylaNOi;la•01zd 27.odf ,P-4-_Ar DnPnnF SODA t t;R 24 02.odf F_61.�.Q10_A4.A(e PVIIRPD1Nt- M-159DLp.W-R300.72x76.IMP}.lisp FLn R4 AF k 1 -1 1 Creatied by IndeprndcntThird Patty;Yes Back Next nntR ic;7 afl_N6tttIN011rAP 9NpAt.1'pliphpsi!•_CL 32399 P �l3SG'467y1a24 littp://www.floridabuilding.org/pr/pr app_dtl.asps?parmn=wGE'VXQ AlDgvQEb8FEH60... 1/19/2016 Florida Building Code Onlino Dago 3 of 3 , Tree Slate of Motlda Is an M/EEO emplaYer,Copvdaht30p7.20.13 jfyl pf aq y:;jb�:r A¢rslhlnN Statement;;g.f and Stnte hent Under FkrloA law,etrMl Addrouas ore public record..If you do not want your e-mail address releesea M response to a puhlle-reooma rogbeap do dat s w eledtradlo map to w4 gmlry. Instead,contact the o16ea by phone or by traditional mall.If you have My queddans,pladea EBfItiCl 850.4$7.1595,•pdaaadt t0$aotfat 455.275(1),Flartde$bb+tor,afMctiva t3etdbar 1,2032,Heanseas IIcensed under .Sthaptaf 485,r .Mutt provide the NOMMeht wIN An omAlt addteas It they have ona,The emans provided may fie used foromdal communication with the dansee,nowevoremad addrapsae are public record.Ifyou do not wish to supply a personal address,PIC=Provide the Department vdth an embll bddreea which len be r0e4a avallable to the public.To determine If you are a Ikeheee under Chapter 455,d.S.,plaese elicit MN, Dr��bdduu•�ct Apprdvpl Aeoeptst nCr;TJ >Susr s• , http://www.floridabuildiiig.org/pr/px app_dtl.aspx?param=wGF-VXQwtDgvQEb8FEH60... 1/19/2016 PICTURE WINDOW - LARGE MISSILE IMPACT - NAA NOT 1-THE PRODUCTSHOWN HEREIN IS DESTGREDANDI,1ANUFACFURED WINDOWSYSTEM � TOCOMPLYWITHTHEFLOAIDABUILDING CODE{FBC),OURRENT 18DDSW44THAVE, ) EOITIONINCLUDING THE HIGH VELOCITY HURRINGANE20NE(fNHzj �RtA RORaDA3417d AND IS RATED FOR WIND ZONE4MISSILELEVELDIMPACT USE Vj tiy�yW.CLY0 I DEFINED IN ASTIJ E 1993 PER THE FBG 731W �--• 2.GLAZINGOPTIONS:(SEE SHEET3) IMAX.OVERALLFLANV-W4DIN I[AXUVER4ifLaAw9NIDTH 161AXEPITIVIDTH ) ?A4xi1aTW1DTH I 3'NOTILIFGi4FDTON HOSESHOWRONSHE T2PESINCl1lUE,BUTARE PICTURE1PVC fVINDOW 4S 1JB' GLASS OLO OLASSOLO 4_DESIGN PRESSURE RATOIG: IMPACT F,- - -NEGAMVEDES IGNLOA DSBASED ON,TESTED PRES SUREP,"M A ; � - --- ------- GLASS TABLES ASTPA E-1300 1. a �_ -- ! -POSTTRlE DESICR LOADS BASED ON,TESTED PAESSURE,VIATER E I 1 INNITRATIMITFSTPAESSLIREAND CLASS TABLES o o s- I I ASTM E-1300-04. .- o a -� -- -- � 6.ANCHORAGE:THE 331136MESS INCREASE HAS NOT BEEN USED EL 5Yp�!_' 731!4^ OPFRALL I ( INTHEDEMN OFTHIS PRODUCT.SEE SHEET8 MR AN.CiOR F ©�4-r. MNx FU,� I DETAILS.WINDLOADDURATION FACTOR Cd.i.BWASUSED FOR WOOD y OVERALL $ I HHBHT I I AWHORCALCULATIONS T Q Ke�E ! I I I $_PRODUCT APPROVED FOR IMPACT RESISTANOESHUTTERS ARE NOT ztEL e � Ni 78• I REQUIRED. a a z > MAX. I A I5 �I¢ MAX I I HEIGHT O ) MALLFRANESAREFULLYWELDED, -ao g� ac�_ g HLBIT GFtr ! 8 SERIES I MODEL DESIGNATION PW4300. a � Q �r U g y IL 1 731A1• 9.THE DESIGNATION XAND 0STAND FOR THE FOLLOWING: � ? o 69 GL S I a S S I I O n FIXED SASH. o U m a o dL0 8 I I 10=SECTION CALtOUTS APPLYTO ALL ELEVATIONS IN ASEMILAR z C s I I LOCATION. �+11�stDRE7jf�t�� I I I GYC;-vEG1rN3 8 ��: No 59201 - A -- A` - — -- ---- --- - Lucas A_Turnsr B p p� tlC.�i 20154)4-119= 83hT OF .w„ - 15:134-04:00 — .. atilt, 411112015 1 WGAS:A.TURNER,P.E. ' FLPE95B2D1 ?239 JABARA AVE NORTHPORi;FL34288 PH.941-'300-1674 IP N: TA6LEOFCONTENiS GENERAL NOTES AND GENERALNOTESaATIONS . 1 LOCATION MIX. UNfTS1Z= DESIGN PRESSURE RATINGIMPACT RAnNG ELEVATION S AUP-MIECTURALSHAREs _ ' s oVN T- DAMGLAZPEEM _. _ ANY 48"x 72" +1-55 PSF Aye 0510STO7 SECEXTRONvlEVls.._._._____.._..... . .4 " ,� F!-65 PSF LARGE MISSILE IMPACT NEW ANCHOR EXTRUSIONS B.o.ns....__.ES---__s �ON�-IVI'!Z 72_x76 –Gws-159—--D- ANCHOR sDxED_UiE alloris___s — HVRZ--- }I-67.5 PSF -- --- INSTALLAT9ONDETAILS.. SHEET i26 1 OF8 a 3900 SW 44THAVE. CCALA.FLOA.', 34474 YAW!_CtVSCC 8300 Pvc PIcruRE walloow 'IMPACT FULL ELLIPSE MOVAL") 1 ) �rrr� Lc_ IILLCI o oF IOMBSTONE � �N o E 660 zN EQ o � ern =011CLE I oomaZ TRAP �D ��t 0 No 58201 A ?�: S7A7R OF ` ''+•,tis$�R;'S NO`�``• • 'Qr�hiiti�i�ti+`4. t_SEE SHEETS &7 FOR DETAILED ANCHOR INSTALtATIONFIEQUIREMENTS_ ZTHHUFRAAIE-*MSONRY.VI00DOR&JHrALOPENING. 4ri=01 5 T+M FIN-WOOD OPE-NINO, _ LUCAS A.TURNER,Y_E. 3,OVERALL SIZE MUST NOTEN EEDTHEMAX.WIDTH AND REIGHT40F 12FL A#iARA RECTANGULAR WINDOVIS ON 8HEET1. AVE. A NORTH }i PPOORT.FL 34288 4-ANCHOR SPACING FOR ARCWECTUAL FLAMSE A14D FIN WINDOWS PH-9413B0-1574 MUST FOLLOW THE LAYOUTS SHOWN 0NSHEETSS87,WRHANCHOR s a t4: SPAORM MEASURED ALONG THE LENGTH OF THE PRODUCT. . V4 CIRCLE 7'RIANGARCHITECTURAL SHAPES IE ADE -0SM07 VN3 41. --- - ---- --- -- —CWS=1:59— p- SHEET 1.9 20F8 WINDOWSYSTEMS 19DOSV:44THAVE MALA,FLDRILJA 34474 - wL�Avrcws.�cc 8300 PVC PICTURE VWNDOW IMPACT EUa k Y W Io!1 1.6VER0.1t 1'GrENl4LL 3u�Q 4m' VIS'ANNEALEDor TEMPERED 2FIV HEAT STRENUKorT$TERED $ OPE Nr AIRSPACE 3'8'NRSPAGE v o �t!)i —WUP LANh4ATFD � WIT LAME GLASS � a �� 11V ANLT64EED WE'R ATMENOTH i a IL q$ per, ` .090 DUPO.YTE'4Be'NTFflLAYER .M SeiMGLASS ICN•JPLASTINtMAY£R �<y€ ' IIIFFF( VW ANNEALED 3I16'LEATSIREN3TH °• a a W [ 7 > » Q it G PllAFEH"CTCRAZE• 8 PURFECTGLRZE'H' U as%¢Zi 83KAFLEX552 SIKAFLFX552 D�REWr'r'`'4 L ❑ 1Pr GLASS BITFE ^ El +A2'GLASS SITE ,p'� ,-y�O$1�gF^,'p � 7 QF • � © "moi F''ti 6 A 1�.•'�}�p� n!+tyi��YA 10 GLASS TYPE A GLASS TYPE B 4+ LUCAS A.TWNER.P.E. FL PE#58201 1232 JABARA AVF_ L NORTH PORT,FL 34288 PH_941-3804574 GLAZINaiDEPAILS GLASS MAXSIZE ,,t,a_ UAILI TYPE W x H ADE 0=5x07 _ DP+1-55 A 4B X 72_ __G- —--- bP t1-67.5 B 72 X76 s{ – sHEEr � t:1 3UF8 3 4 QWO 53Ns .909 SW 44TH AVE O^..AtA,FLORIDA 34474 INTERIOR 7 a sm PVC • s s g e PICTURE VAN13OW 0 a e IMPACT 7 � 7 cr • 11 3! � cmi same oOF- ' 1LT[ 113E �Y��ca Z s a e SELTiON VIEW B S o O a �� z�>1 rs wI INTERIORIOU ' nataQZ av t� filo 5£2!11 'tom (a� 9 4?C� SFATF DP ~ ,t ff •�; jV 4 y z� - 2 J� s 4l.TLI 5 Q © Lti FLPEif 58201 P.E . -- 1239 JABAFIA AVE- NORTH PORT,Ft 34288 PH.941-3904574 7 8 0 : SECTION VIEW A-A SECTION VIEWS DRAWNER' oa ALTERNATE FN FRAME ADE U5105I07 • DVM P: -EWS 159----D--- SHEET 1 :1 .33 4 OF 8 PARTS LIST EMME CORNER CONSTRUCT! amm tTEVI PART# DESCRIPTION VENDOR MATERtAL + I i M-6006B FRAME. PW,MAIN, HEAD MIKRON PVC 19WS 44THAVF. 2 • 6006B FRAME, PW,MAIN,SILL MIKRON PVC c .�ar�DA3aEr47R--6006B t+nvw.cvrscc 3 H-6006B FRAME,PW,MAIN,L.JAMB MIKRON PVC + 4 H-6006B FRAME,PW,MAIN, R.JAMB MIKRQN Pvc colaaERvsExo{AIaSICEsy � 8300 PVC 5 H-6006A FRAME, PW,MAIN,FIAT MIKRON #'VC �Et: PICTURE WINDOW 6 P3113 SCREW SUPPORT FOR PVC TEAM PLASTIC RUBBER IMPACT 7 P3352 SET. BLK.,85 DUR.,1J8 x 51W x 2"LG. FRANK LOWE RUBBER 8 PURFECT GLAZE"H",SIKAFLEX652 HENKEL/SIKA SILICONE } o 9 P-8752 CAP PLUG, 1/2"HOLE M&M SILICONE 10 S-6064 GLZ.BE.,FX[}. (1'QA.I.G.) MIKRON PVC 11 GLASS SEE SHEET.3 m _ I � 5 B a a �•� - 2 uta .vsc• tna fl s i ocaco ¢Z E € Z7ltf `y�tysyyaii,h+.. € �Kc5-Vol:l tgF G+ i'fG S — ,5`,,` N. 88209 •tD F 5 1t7T �.9e? Sick PVC FRAME FLANGE-H-60068 � 1• 3p• $T7lTE 9F ,to PVC FRAME FIN-H-60088 411112015 LUCAS A.T(JRNER,P.E. Ftna t 1J2• 3' FL PE 9 59201 7111• 1 1239JABARAAVE. 3116• B AIORTHPORT FL3428B PSE.941.380-1674 PVC GLAZEBEAD-5-6064 SCREW SUPPORT-P-3113 EXTRUSIONS&8.011. DRAYM ZVI DATE: ADE- OSAW07 a --D----- - : SHEET f:f 510F 8 1A'3i0.X.0.C,(TTP.} r M&X(TTP.) 8'IRAX.0.4.(TYP.) QWD m5 Symp 0'it1AX tf/P j SEE NDT):2 4-MAX[IYPa SEE NOTE 2 T90D S'A'4LTH A`JE. 6•ZINC(ryp_) CCALA.FLORIDA 34474 ---------- — -------- YANW.CIVSCC 8300 PVC PICTURE MN13CW INSTAL AnDrf INSrAUATCN IMPACT AMHCR(TYP.) ANCHOR frYP4 (TY P} �Ili n r Q o a Y'w w wt�Q9 Sz? O f1! a Ft9! y f a o 15 2 tu r u ARCH98 LAYOUT-fFLANOEI 43PV-55PSF DPa/-59PSF_TFIN) D O a!¢Z f - �4►+Itruriglrr,- % �~4 .r� +�= No aB2TL1 A t. Dnp 1, NOTES: X71= STATE OF �tr4 ,W 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.AMMOR SPACING APPUESTO ALL SHAPES(SEE SHEET 2)A?ONG ALL FRAME EDGES.SILL ANCHOR SPACING SAME AS HEAD. 2.SHIM ASAMATEACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS:MAX ALLOWABLESH1MSTACK TOBE1!4'_USE SWAM VlHERESPACESBEATERTHAN1f18'ISPRESENT,LOADBEARING SHIMS SHALL13E CO.VMUCFED OF HIGH DF.NSTiYP1ASrIC OR BETTER_WOOD SHIMS ARE NOTALLOWfD. yr� S.ANCHOR TYPE,SME.SPACINGAND EMBEDMENT SHALL SEAS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 8. +IJ31J2015 4.ALL INSTALL-ATIONANCHORSMUSTBEMADEOFORPROTECTEDWIMACORROSIONRESISTANTMATERMLORCOA31NCzDISSIMILARMETAISORMATERIALSINGOXTACTVIITHPRESSURETFIEATEDWOODMIRi LUCASA.TURNER,P-E. BEPROTECMD TO PREVENT REACTION. fS 1239JA13BARAA AVE. S.INSTALLAT10NARCHORSSIfALLBEINACCORDANCEWITHANCHORLIANWACTURERSINSTALLATIONINSTRUCFIOXS,ANDANCHORSSHALL NOT8EUSED INGUBSTRATESIVI HeTREIGTHSLESSTHANTHEMINIMUM NORTHPORT,FL3428a SPECIRED IN TABLE 1,SHEETS- PH.941SBD-1574 moi] S.ANCHOREif.BED?.IENTTOSUBSTRATESHALLBEBEYONDWALLIIRESSINGORSIUCOO. FOROONCRETEICMUOPENINGS,ETIBEDPAENiSHALLBEBEYOXDWOOD8UCH5,IFUSED,INTOSUBSTAATE. ANCHOR SCHEDULE INSTALLATICPIS TO SOLID COJWAETE OR GROUT-FILLED CM MAY INCLUDE BUT DO NOT REQURE 7X%VOO D BUCKS BETWEEN THE PRODUCT AND SUBSTRATE INSTALLATIONS TO FOLLOW CMU RECRDRETIIE USE OF 1X BUCKS SEnVEEN THE PRODUCT AND SUBSTRATE. NOTES 7-A MINIMUM GENTER•70-CENTEVISPACING SHALL BE MAINTAINED BETWEEN ALL FASTENER&IX FOR A"aNRY,3'FOR STOOD AND METAL. DFA BY" DATE: ADE 05,'W;07 B.WOOD OR MASONRY OPEIKINGS.BUCKS AtW 13UCK FASTENERS SPALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRAMFER WIND LOADS TOTHE STRUCTURE- ME SUBSTRATES SHALL MEET THE MINIMUM STRENGTH f1EOUIREMENiSAS&-fCAVNINTABLES.SHEET&CONCRETE AND LI SONRYSUBSTRATESMAYNOTBECRAC11�tL -CWS159- 0 S.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OFAFSTP.I,LATION SHALL BE DONE BY OTFIERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SHEET �FAIAtAAL�1AfOO(FINWINDOVIS),FPMAAMA2000ANGEWINDO'+q,FAWWD61A25%GDXWINDO'YS),EFTA!AAMAAVDVASBOperERIORDOOPS)FINWINDOVIS),FPMAAMA2000ANGEWINDO'h'S'1,FAWWDGIA25%GDXWINDO'YS).Fr&AIAAMAAVDVAIS*O�EXFERIORDOOPS) 1:20 fi �8 d'1tAX.(TYPJ 6'MAX.O.C.(WP.] 1900 SW 44T49 AVE. C IAAX(Tl Pa 75Tf MAX.QC.(LYP.) BEE NOTE 4•MAXI) SEEKOTE2 OCALA,FLORIDA 34474 4•h1AR mp.) � vmv.CWS.CC I I I I 8300 PVC PICTURE VWNDOW i AAslwXOI Pd G I I IMPACT c1YP.y I I I I INSTALLATION I INSTAlLATJCN. E . ¢ a AKCHOR9W.) O I AIICHOR(TYPJ i lu ¢ m I I Ous! I I �• a � • i I I [ a.� � �w ---------- --------- " avmaZ AIMMOR LAYOUPSF-MiAM@C-E) AJ�CHOROIJTP�-fFITJI �NMI.luVIREWjt�ri ���rti�G2?7g�'•:7��L. S.t7: llkw NOTES: 4��� $TATE OF t��w I-INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATIOXANCHDR SPACING APPLIES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAtir:EDGES,SILL ANCHOR SPACING SAME AS HEAD. ta..;�. a��f�t` ?2.SHIMASREDATEACHINSTALLATMNAi7CHORUSING LOAD BEARINGSHIMS.MAX.ALLOVfABLESHIMSTACKTOBE19'.USESMIASWHERESPACEGREATERTHAN1116"ISPRESENi LDAQEEARINGSHMfSSHALLBE syO ` CANS7RUITEED,OF HIGH DENSITYPLASTIC OR BETTEFLWC OD SHI161S ARE NOT ALLOWED. 3.AICHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED INT44ESE DRAWINGS.SEE TABLE 1,SHEET S. 41i l 0S S I&ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSIGNnESISTma MATERIAL 08 CW,ING DISSIMILAR METALS ORm EmALS IN COMACT%virtu PRESSURE TREA MD WOOD m LUCAS JL Ti1RB1P.E. BE PROTECTEDTO PREVENT REACTION. EL PE 38820J 1233 JABARA AVE. 5.INSTALLATION ANCHORS SHALL 8E IN ACCORDANCE WIT"ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS,AND ANCHORS SIIA LNOT13E USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34298 SPECIFIED IN TABLE 1,SHEETS. PH.94138D-1574 6.ANCHOR EMBEDMENT To SUBSTRATESHALL BE BEYONQWALL DRESS@�'G ORSTUCOA FOR CCNCRETE�/.0 OPENINGS,EMfEE0h1EN3'SHALLBE BEYOND W000 BUCKS,IF USED,INTO SUBSTRATE. sHEErvEmmpn0 : ANCHOR SCHEDULE INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CAWMAY INCLUDE BUT 00 NOT REOURE 1 X WOOD RUCKS 13ETVIEE N THE PRODUCT AND SUBSTRATE 3 INSTAU AnONS TO HOLLOW CVXI REIIUFRE THE USE OF 1X BUCKS BEIM. PRODUCT AND SUBSTRATE NOTES �7.AMINEMU161 C iTER 70•CENFERSPACING SHALL 13E MAINTAINED BETWEEN ALL FASTENERS:3'FOR h1ASONR6,1"FOR WOOD AND METAL. DRAWNW: ADE 051f351D7 G.WOOD OR MASONRYOPENINGS,BUCKS ARID BUCK FASTENERS SHALL BE PROPERLY MSi GNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TFIA14SFL-R WIND LOADS TD TRE STRUCTURE. SUBSTRATES SHALL MEET THE)ANRAUA4-STRENGTH REQUIREMENTS ASSHOWN IHTABLET,SHEETS.CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. B.SEALING AND FLASHING STRATEGIES FOR OVERALLWATER RESISTANCE OFINSTALLATIONSHALLBE13ONEBY•OTREM FOLLOWINGTRE CURRENT VERSION OFTHE REF£RENCESOCUh1ENTS: SHEET FlNVAAM1A100(FINVOINDOVIS),FMAIAAh1A200(F1ANG2_WINDOWS).FdvIAPNOMA259(lOXWINDOWS).F?4NAAMVNUMA900(EXTERIOR-DOORS) i:2a 70F8 Ft3V.EFlB'c.OMENF SEETABLZI SUBSTRATE TYPICAL HEAD ANCKORAIIE �8Y OTHERS WiTdDC41r SYST'EF9B W MAXSHIA4 SEE TABLE I MIN.EWE DIST. SUBSTRATE t90DS%V441HAVI- MiN.EDG'cDIST_ �`[ SEE TABLET BYQTIIERS CCALA,FLOTUDA84474 SEE TABLE i f 1W MAX SHILI SEE TABLE 4 lV0YY1 CVlS.00 SUBSTRATE BYOFHERS A11I7.E1 DIST. SEE TABLE 1 SEETABLE t MIN&i1BEDMEtfT ELfPEFIDUETER I $wo Pv PERIMETERSEAU4VT SEP TABLET INSTALLATION DYINSTALLER I J'>FETABLE I P1CTUREWINDOW INSIDE AND OUT .t "It'-EMBEDIIEVF SEETABLEI IMPACT SFIJ.ANTBEIJLVD C3 FLANGE BYINSTALLER 114'MAX SHIM PERIMETERS'EALANT o SEALANT BYIKWALLIERTALLERfNSV)EANDO(1T AND OUT INSTALLATION ANCHOR ANTBEHIND SEE TABLE W a > FLAN EBYINSTALLER SEALANTBEHINII GL u� FIN BYIN57ALLER o o E Z INSTALLATIDKANGWR---- - a HORIZONTAL SECTION I—CX KOF12ZONTALSECT20N SEFTABLf1 8 7YPICAL JAMB ANCHORAGE \,IJ TWICALFINANCHORAGE j _ HEADAIMSRLSIIALARFOR 14NINSTALLATION a w. 6 � � a g o SEALA'W. BEHIND 3111'610.1L SRIAI o U m S Z FJANGESYINSTALLER • st11g,<rnirp�� PERIMETER SEALANTTrJ�ii aYINSTALLER AIIN.£VOEDMEN! �� �GBN$`SG�,�o 1NSIDEAINOUF SEETABtEt SIXIS'TRATESYO?HEAS Y SEETABEEI GS<V.FMCOIST. SEETABLEt SEA ANTUND:-7iSCAEW �A� 'tf]iFiCALSC�TION `�i FSy+{.QSl i�p';7�t�r a 31EAOBrINS'TALLE)i 8 TYPICALSILLATJUIORA.GE '��iis�01�AL�;;+`'• ❑ J1r1�Ei��11� 0/1/2015 TABLE 1:APPROVED INSTALLATION FASTENERS: LUCAS A.TURNER.-P_E. FRAME TYPE SUBSTRATETYPE A#ICHORTYPE MITiEA18E0MEIJ1' MIN L-9CiE1)t6T: EALANT FLANGE CONCRETE 120KSIMVC) 3116'ITW TAfC(N 1 112 1-i18' 123L PE#RA AVE. FLANGE HOLMY OR GROUT-FILLED CIAU(117 PCF NOT) 3116"TiV1 TAPCON r g I IEj4TFL1.EHs Ft.PE#58201 NORTH PORT,FL 34286 FLANGE CONCRETE(2.85 KSI MIN.) 16"ELCO ULTRAC014 INSIDE AND OUT f-01 HORIZON'TALSE0710N PH-9413W-1574 FLANGE CFKW-F9 iED C41U MW.C-90) WIVE=ULTRACOM 3-114. 21/2' 0 BQ%fRpM1VSTALLITION FLANGE 2KMN.SOUTHERN PINE{CN0.55J 3fiGFLWTAP00N136 7J3, HEAD AND SILL S1A11LARFOR BOX INSTALLATIOtf INSTALLATION DETAILS OR ELCO L-7MCOV FLANGE 2X MIN.SOUTHERN ME{G=0.85) 100 WOOD SCREW 13^8' 7+8" FLANG=E REMOVAL NO7E:PARTIAULYOR FULIYREIAOWN 0THE FLANGE, FLANGE 16GLWGE{0.060'}MIN.STEEL SUM #ID-]6}3.TiKVVK*LEXoR1TW FULL THREAD UP TO AND INCLUDING ABOXFMAEAPFLIGAMPGNISAOCEPTABMPROVIDED- ADE Daffl51Q7 1 (23 KSFYIELD MIN TEKS SELF-M LJI43 SD REW THT#FO.O60` 711V' 118'ALUTA.(6D63-75 MIN.)OR 10 GRADE 3SELF-TA—PP IN3! FULL TIijow - -MIN.W FILLET OF CONSTRUGTION-GRADE ADHESIVE-CA01K IS APPLIED - FLAME_— 7115` DISIDE AND OUTTFULL-PERIMETEEL BY LNSTALLER. -CW37159— O - I 116'STEEL{s3 KSI M&l:]--- DRILDll�SCAEIV THRU 6-125' PRODUCT ANCHORAGE IS 1N AOCORDANCE WRH#iEflLIIRETdENTSgS Y FlIF 2X)AIN.SOUTHERN PINE(Ci.O 55) 48 lVOOD SCREWI 1 112— 7118' SHOWN FOR FLANGE WINDOWS. 1$ SHEET�B Florid aBuilding:Code Online: Pagle . S ���� �� �� etzis�.HbaYte: , to Us+:r=t(epst{aL1a� Hat Sc Its Suemts S�rmhar a Stats&Facts t Fgbtigai�� .,. Busf�e it � ' p "Ptnduct'�ippNovaE Y USR3fpDt2cUser L„""„rL�. 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A IS TEDFbH.�lV1Ndz6NE�MISSIL�kEVELD:IMPACTCiSE�A8.DE1rINEb ���RIDA3�47A W�TM E 1946 SER P:BG < WW1ry1;CWS CO 75t14rMKX OVEMLLFIANGfW�RTI __.. .. __ _ 2 G�INGOPTIONS(SEE.'SHEETs2j S CONf1GURAT(DNS O%' .XO'. B�Q�PW� �a}M/ uNR[t41bTN:, ORZ SLI HDER ... . a bEsIGN PA ssURE�TINd _ a� Gv<ss DLo, ON TESTED PRESSUREAND IMPACT /� p rGNg9sER .. UA- P - - - ATER r a� • I OF,(LTF{AT{QN:TEST AESSURE AND GW1SS 7AB�ES ASTM E 13DD-6� ' E,:W t I 5 ANCHORAGE jHE331/3y1SESS{NCREASEHASNOTa�EN�1SED - Y 64 i)4 " I IN THE a'Pt}PDUCT$EE,SIEE fb.FORAJGyO{i q y ' "MAX, .., ,, DETAJLS WINq)_OAD DURATION FACTOR Ctl,1 8 WASTI5ED�O,R NlOQb ��m . :FLANGE Br' � ANCHOR CALCULATIONS } -- y 'HEIGHti � a5 Z $PROD Iq pPPRbVEp FQR IW(P CT STANQE SHUTfEFiS ARE NOT �- #O r 1' Y ftEhtllRED 7yEIMPI�CTRQTIAY� AREyNfENDED fE)BElEFT �+o �' (JIJIALCHEDpUR{NG!R 1MALOPEgpT10NOF'fNISPRObUGT BUT 63 I { ML15. tENGAGEDPAIORTOESfPpSItRETg}jURRICANEiQfINDSANO w g UNWT X FLYING bEBH{S5 { SACC.FFiAMESANOLVENT$E1ILLYWAgp,^^MALY JOINTSEAMSEAWNi "SH,- U5EDATF13 dMEE71NGRAII AND7{EAD/S j n ILL. r 1 H�IG�' 8'SERIES'I.K+IbL)ELDESIGNATIONt5S�820D ;m„�a:� - 1 111 2 5eian I j E' EFR OWI ... .... uiu 9TH DESIENQTlOA1 X p(JD O STRND FORTH LL NG X :OPERABLESpSH O FOCED$ASEI i�dt��,bE��y��► oLQ C �D-SEC'L70NCACLOUTSAPPL�'TOALI.,ELEVATIQNSINA'$IMDAH_ I 5 LOCATION pJG., �. F 2�a„ No 58201 A r NAI x t"COC JN t1 ER WEEP SLOT ':yld pTEDd FROM BOTN:ENDS 7y1„' C _.s Tume V�NA � fat'n>,tU� �GLAssgLo _ 2015:'04-'F1, I assns,MAY--,, �d/1.1`12015 Ll7CASA TURNED PE FL PE>i�b012gt - f2$9 NQ'ii`3H,POFF'I;:F.L342D8 PH.94i-3l�0=1514 GEN_ERAL NQTEs MD `ELEUALCONS TABLEOF;CONTEJTS; _ .. ADE ],0/10/13 GENE{iAl NOTES B�ELEVATION5 � T; - sEcrIQN:YIEwsaGuiiING�ETA1Ls z :MAX Uf�ITS1�l=` DES_).GJ�i PR�SSUR�RATING IMPACT RATING ! -�. - - ExrRusioNs E B LI s -74"X 63" cWS -- -- ;-ANCHOA(scHEDuce;l<NQTEs a +/�60.PSF ;"RGE:MI,SSILE IMPACT 1NSTALLA710N,OETAIL$ SHEET .. 7 � :Q' I WINDOW SYSTEMS INTER{OR! 19DDS�N 94TH AVB ACJICA fL__DA;,`47.4 8200 PYC -PER — -� IIIAPACT 9EGTIC.R;'B - th e th NOTA.FIXEb 1.ITEAIiEAq: 17ii S o �� D� W yuur�� ,HFJrD 16fPAC<T'HOOK MM) =.l'+y :. 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RMAN FA R 'S NS IONINSTRUCTIONS,AND.ANC14ORSSHALLNQTBEUSEDINS'U' LE5STHAN7HEM FL S4 88 SPEC)F.IEOJNYABLE'1,SHEET$; JS, �H aiQa15rk S,EE7OE GflIFiION -" • 6: CH05;�Fl1BEDME•MTj SUBS TRATEShALLsE6EYON4WP L;ORESSINOQRSTUGGO,FOR-, Q CR CMU OPAVIN,CZS::EIv1BED ENTSHALLB :BEYOND; bODBUCKS':! '.USED 1 QSUBSTHA ..- TE, ANCI�ORSC EDULEA'ND, I "ALLA7JONS TOSOGD CONCRETE tlFi_GROUT FILLED CFJIU MA7 RJC•L(JDE$' DO NO't)4 Z7RE))( p F3UCKS BETWEEN TFIE RRODU_CTANO$UESTAAT . INS7dLll\TIONSTO'EIOLLOWCMUREQUIRE7HEUSEOF IXSUGK56EIWEENTHEpFtODUCTI(NU5UBSTRATE "" I110TS' -7,A MINIMUM(CENTER;TO•CEWMSPAC1NG,SHALL BEAWNTAINED BETWEEN ALL•EASTENERS.-S"'OR K%r;"'RY 7 FOR WOODAND MET/11. ow+wR 8::WOQDOHMASONRYOPENM03 BUGKS;AN4HUGK,FASTENEgS;SHALL9E°PROPERLY 4ESJGNEDBVTHE,(�EiGHITEQTOpE(JGINEEROFREC.ORDANO.;INSTALLED.TptTRANSFEF3:WINDL'OADS'TO7}{E.STRUGTURE owc.. Rev„ SUBSTRATES BHAI L_MELTTTHEMINIA1[IMSTpEFGTFI REQUIREMENTS AS SHOWN IN TABLEISHEET 5 CON_CRETE_.AND MASONFS!SUBSTFIATES IF7AY_NOT HECRACKEU -- — 9$EALING ANTI FMA//KgMA100(FIN;WIND,DWS),'FMN .E.S.ISPA.NC OFI , S). HEREE"SHINg STRATWR AMWNSTALLAON SHALC:HE'DONEHY:O! !E SFOO NGTHP,,G RENT VERSIONOFTERENCEDOCUMENTS. CWs.e�i SH FB ETWFORX00R . 4;, MIN.; IIBEDMEIJY T.YI?ICAI:`HEAD'LINCHOAAGE SEE.TABLEY - '''SUBSTRATE BYOTHERS WINbOW SYS7 "- MIN.EDGE DIST. 1/4tMUM-$HIMTABI:.E'i SEE ' MIN EDGE QIST - SUBSTRATE 1900 SE,E TABLE I rSAFTAOLF-11SFEIAA8�1; SUBSTpATEeYOTHERS ; _ WWI StRC SEEIABEEt s - MIN EMBEDMENT ' 1f4 MAX.SFi1M SEB TAHL6i' PEWELERSEALAN SEETABLE:1 -_ BY�INSTAI-L'�R MORE, U ER SEALANPFIEHIND O MIN EMBEDJdENi .. .....,. ,$EETA9CE7� IMPACT a ��� PERIME7�F1$EAl71Ni �c ` ._._PERIMETER�SEALANT' BYINSTAILFfl:_ $ Q Bk1.ER IME-AN - OdSIDE1INDOUi'. .. .. f T YOJSTAONANCHDA� � � _.... .SEA-�Af3'C BEHIND, .._ SEETABLE 1 - ;INSTAWITIONANGHQFI ....... .. . ...... fUWGEBYMSTALLER; .._-_.SEALANi6E}IINO - y SEET LE':t '.. .(�.,..> FW.BY'iNSTALLER' m Q IHQR NfA1-SECTION f C\ NbRIZONiAL$ECTION'..,.. . y .r b'�` "iYP :3AMBANCybECiE•' '.HEADANDSILL.SIMILAFIFOBFININSTALiATION: w Til oZ W a a • O2 Mk SAM SEALA77 HEHIND' .. 04 a, rn U F.LJWGE.BYINSTAtiER: o v o et7lNMsr sEntANr sE Ae M>Ni ���iteDB �l�r.,�� INSIDEANDOUL SUBS 1,: -4158 SEE"fllBl.E'1. MIN.,EDGE'DIST:; � �k � `h YER71bAL3EGT10[;t � gip., SY#.9"E OF .�.,,. v TYP,IGALSILL.AhiCHOPl1GE.' - '���. .•'�(��.R� y' �'Z'��` _ _ .TABLE 7:.APF'ROYEb:INSTALLATION FASTENERS ,,,. .. _. F11AME TYPE SUbSTRATETVA.. A)IC(10RTYpl MIN ENIBF� ,ENT MIN.EbGE DIST.. LUQ A 7UHN,ER p E FLANGE CANCf)ETE(2OKSLM04) 3116`,fiWTAPCON ii12' 1.11g' rPE#�Q1 P9FIIMEMR SEALN�fi......_ 1239) ARp AVt✓: FLANGE '- HOLLOW 17fiC{ROUE FILLEb CMU(11,7 PCF MIN) 3/16 RYJ T1IPCON 1' 2' 11NY.INSTALLEH. NOFt7H QORT FL 34288 _F1ANClE GpNCfiE[),(285 KSI MIJJ): .. _ . . 31;16•ELCO ULTRACON_ _. 1•.. 1"' _ E/WP OUT' 1 SIO FLANGE GROUT-FILLED`CMU(6 M1 Q90)`_._ .. 31J.G ELCO WLTHASX)N._ .. f 1/4' 27/T 5::BOX.¢FRAME,INS ALLpT10N S p^ 94t 0 - 3/18 INJTAPGONs_. ANDSILLSIMI4AHFDR.OWIW!TALLATJ,ON. 574 FLANGE 2XM9v<SOUT}iEFal'RME G oi55); - - 1.3/8" 7!8`. . QRElCO:bL`rRACON - . INSTALLA7IQN'REfAILS': FU4NGE" E,P** 1(1WOL1D_$GflEW - 1318" 7(e'. FUWGEREMOAL(10TEJ'AFi77AllY,OHFULLY';IbA710REMOYfNG�HI;FLI�NGE,; 18 GAUGE - FiP.'T6:AtfD',lNCLUDIN6 BdizFF3AMEAPf?LN'ISACCEpTABLE'pROVibED: pLANGE (OgBQjMIN,STEEI,STi1D` #lO�bHILTiKWIKFLEXORfiW F.ULLTHREJ_0 (33 H I, IELD Mitt, Tl KS SELF UFjILUNG SCREW, fF1Ew 0 O60'<... ]l,TB` ADE 10110113 IW AWM (6083-T5 MIN)OR p 'G OE.55ELFTAPPIAIG I --MIN I/4 FILLET OF COIjfSTRUCT19N GRAUEADHESIVE:CAULK I$;AP.P_LIED woa.: R - FLANGEi}8•STESL)93)C§l_MPL) DAjLLOyGSCFtEW 7F�}RUT01D 7/-i5• INSDEAND,OUTFULLPERIMETEFIBYIIJSTALLER. PFIODUCT ANAHORAGEJS It(AGCOBDANCE;G1fITH:REOUIFiEiAEN75 i45 FW 2XMW;SOLITHERN:PINEIG U55) #$:;WODOSCREW' _ - 1112 1Y2" $HpWNFL1R'FLANGSVJINbOWS. SHEET` . _........ . _ __... _._ -- ....._ 1'Z 5 QF.5 :..+aa ...a..�uaauaaab vvuv vauaaav l agc; i V1 J t e • V b , i B Q M B 1 B .lu•s 3...• 'naetmenttt BLIS Nome Log In User Registration ! HOt TOpics Submit Surcharge Stats&Facts Publications FBC Staff SCIS Site Map 4 UnkS p,lSearch usilles�'�LllJlll} ' UERuuoApproval �ProfessiSUser legulklon L'i1Y1LiWYi�f41'I�YT1'iii4Y�WJa Drodutt Annroval Menu> a ppplieatlon Llat>Application detail ... ;;£ FL# FL12078-114 Application Type Revision Code Version 2014 Application Status Approved Comments Archlved C] Product Manufacturer Associated Materials Inc. Address/Phone/Email 3773 State Road Cuyahoga Falls,OH 44223 (330)922-2108 mfembaugh@alslde.com Authorized Signature Vivian Wright rlckw@rwbidgconsuitants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 2 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity Architectural Testing,Inc. Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan 7.King,P.E. R Validation Checklist-Hardcopy Received Certificate of IndependenceL12Q78 R4 COI CERTIFICATE OF INDEPENDENCE ndf Referenced Standard and Year(of Standard) Equivalence of Product Standards Certified By Sections from the Code 1710.5.3 Product Approval Method Method 2 Option B htt ://www.floridabuildin .or / r/ r a dtl.as x? aram=wGEVX wtD ujE fSP6a6F... 10/23/2015 P g g p P PP_ P p Q � � r>.orlaa ttunamg c;oae Un>lme Page 2 of 3 Date Submitted 03/04/2015 Date Validated 03/16/2015 Date Pending FBC Approval 03/18/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 12078.1 ) a,3100 Structural Mullion Extruded Aluminum Clipped Mullion for use on Masonry or Wood Openings utilizing the Goal Post(at head and sill) Style Mounting Bracket Limits of Use Installation Instructions Approved for use In HVHZ:No FL12078 R4 II Inst 12078.1.odf Approved for use outside HVHZ:Yes. Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Mullion Design Pressure varies according to mulled FL12078 R4 AE Eval 12078,1,3df window size.Refer to EVAL 12078.1 and INST 12078.1 for Created by Independent Third Party:Yes Mullion Design Pressure Ratings,any additional use limitations,installation instructions and product particulars. 12078.2 b.3100 Structural Mullion Extruded Aluminum Clipped Mullion for use on Wood Openings utilizing the Goal Post(at Sill)and the Bull Nose (at head)Style Mounting Brackets Limits of Use Installation Instructions Approved for use in HVHZ:No FL12078 R4 11 Inst 12078.2,odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Mullion Design Pressure varies according to mulled FL12078 R4 AE Eval 12078,2.odf window size.Refer to EVAL 12078.2 and INST 12078.2 for Created by Independent Third Party:Yes Mullion Design Pressure Ratings,any additional use limitations,Installation instructions and product particulars. 12078.3 c.3100 Structural Transom Mullion Extruded Aluminum Clipped Mullion for use on Masonry or Wood Openings utilizing the Goal Post(at head and sill) Style Mounting Bracket Limits of Use Installation Instructions Approved for use in HVHZ:No FL12078 R4 II Inst 12078.3.odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A. Evaluation Reports Other:Mullion Design Pressure varies according to mulled FL12078 R4 AE Eval 12078.3.odf window size.Refer to EVAL 12078.3 and INST 12078.3 for Created by Independent Third Party:Yes Mullion Design Pressure Ratings,any additional use limitations,Installation instructions and product particulars. 12078.4 d.3100 Structural Transom Mullion Extruded Aluminum Clipped Mullion for use on Wood Openings utilizing the Goal Post(at Sill)and the Bull Nose (at head)Style Mounting Brackets Limits of Use Installation Instructions Approved for use in HVHZ:No EL12078 R4 II Inst 12078.4.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other.Mullion Design Pressure varies according to mulled FL12078 R4 AE Eval 12078.4.odf window size.Refer to'EVAL 12078.4 and INST 12078.4 for Created by Independent Third Party:Yes Mullion Design Pressure-Ratings,any additional use limitations,Installation instructions and product particulars. 12078.5 e."i"Serles Structural Mullion Extruded Aluminum Clipped Mullion for use on Wood and Masonry Openings utilizing the Goal Post(at Head and Sill) Style Mounting Brackets Limits of Use Installation Instructions Approved for use in HVHZ:No FL12078 R4 II Inst 12078,S.ndf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A . Evaluation Reports Other:Mullion Design Pressure varies according to mulled FL12078 R4 AE Eval 12078.5.odf window size.Refer to EVAL 12078.5 and INST 12078.5 for Created by Independent Third Party:Yes Mullion Design Pressure Ratings,any additional use limitations,Installation instructions and product particulars. 12078.6 f,"i"serles Structural Transom Extruded Aluminum Clipped Mullion for use on Wood and Mullion Masonry Openings utilizing the Goal Post Style Mounting Brackets http://W"ww.floridabuilding.org/pr/pr app dtl.aspx?parazn=wGEVXQWtDgUJEQf8P6a6F... 10/23/2015 trionaa tsuiidmg code unime Page 3 of 3 Limits of Use Installation Instructions Approved for use In.HVHZ:No FL12078 R4 II Inst 12078.6.Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Mullion Design Pressure varies according to mulled FL12078 R4 AE Eval 12078.6.odf window size.Refer to EVAL 12078.6 and INST 12078.6 for Created by Independent Third Party:Yes Mullion Design Pressure Ratings,any additional use limitations,Installatlon•Instructions and product particulars. 12078.7 g."C-Class"Serles Structural Clipped Steel 2.0",2.25"and 2.5"Bar Mullion for use on Mullion Wood and Masonry Openings Limits of Use Installation Instructional Approved for use in HVHZ:No FL12078 R4 Ii Inst 12078.7.Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third.Party:Yes Design Pressure:N/A Evaluation Reports Other:Mullion Design Pressure varies according to mulled FL12078 R4 AE Eval 12078.7.odf window size.Refer to EVAL 12078.7 and INST 12078.7 for Created by Independent Third Party:Yes Mullion Design Pressure Ratings,any additional use Ilmitatlons,Installation Instructions and product particulars. Oatk Next contact I Is::1940 North Monroe Street Tallahassee FIL 12399 Phoney 850-487.1824 The State of Florida Is an AA/EEO employer.copyright MUMMA Stateof Florida.::PrivaN�lotement::A=slhlllty Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your a-mall address released In response to a pubik-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls provided may be used for official communication with the licensee,however email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which an be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please didc IIS. Product Approval Accepts: strrrritswnmfcn http://www Jloridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquJEQf8P6a6F... 10/23/2015 l ASSOCIATED MATERIALS 0 M W- Al1 N C O R P O R A T E D 3773 STATE ROAD 3� * Z`Z CUYAHOGA FALLS,OH 44223ozz o s 3100 STRUCTURAL MULLION MAX. COMBINED MAX. COMBINED DIMENSION IS 108" DIMENSION IS 108" v o z p £m G o y1 c WI--{�W2 3n dd`o mam dN* m46LL o= MULLION GOAL POSTSTYLEBRACIET GLAZING GLAZING GLAZING GLAZING IATHMMDM4 PRODUCT PRODUCT a PRODUCT PRODUCT GLAZINGn o 0 GENERAL NOTES. PRODUCT 1. "product hos been evaluated and Is In compliance with the 5th Edition)2014)Horido Building Q z Code(FBC)excluding the•1Bgh Velocity Hurricane Zone'and conforms;to the requaemenb of FBC Chapter 17. W 2. wood bucks by others,must be anchored property to transfer loads to the structure and be reviewed by the Budding office. G I a tg 3. MuQOn anchor embedment to base material shall be beyond wad dressing or stucco. 4. When used In areas requiring wind bome debris protection,this product does not require protection m from an iknpoct resistant coveftwhen used in Wind Zones 1,2 and 3 as defined by ASTM E 1996:in Wind Zone 4,as defined by ASTM E 1996.this product must be protected with on impact resistant MAX. COMBINED MAX. COMBINED covering complying with Section 1609.12 of the TBC. DIMENSION IS 108' DIMENSION IS 108" 5. Separate product approvals foreach gl W1 �—W2 Wit--{ W2 azirxl product used with these mulbm must be submitted � I � along vAth this mu0on product approval z Bo 6. Anchoring of each glazing product to the mullion shall be as shown in each indrvmdual glazing rn Product approval. GLAZING GLAZING GLAZWG GLAZING N . 7. Any conditions not covered In this evaluation are subject to separate eng neeft evaluation. PRODUCT PRODUCT L PRODUCT PRODUCT o B. Mullion Design Pressure Rating.see Load Rating Table Sheets 2 and 3 of this drawing. GLAZING z o a a e PRODUCT P. The design presswe rating of the assembly shall be the lesser of the bad capacity of the mullion as �� "W deteardned using this approval or the design pressure toting of the individual glazing products used. GLAZING GLAZING GLAZING GLAZING g o a 1D. Bounding box dimensions for geometric stapes must be equal to or less ton the rectongufor PRODUCT PRODUCT PRODUCT PRODUCT n C dirnerWorsshaHmherein. "Lz a° care 12111108 TABLE OF CONTENTS sruE NTS o SHEET J/ DESCRIPTION Wa.Be. DWS m' 1 TYPICAL ELEVATIONS & GENERAL. NOTES TYPICAL MULLION CONFIGURATIONS ax Err: LFS 3 2 MULLION LOAD TABLE FOR WOOD SCREW ANCHORS wamrro no.: a 3 MULLION LOAD TABLE FOR CONCRETE SCREW ANCHORS FL-12078.1 c 4 MULLION SECTION AND ANCHORING DETAILS Parr—l—oc__4 __ fa— 4 . {-WT--{{-wz� M7r 3100 STRUCTURAL MULLION LOAD TABLE Sad I II TAIWARYWIDiH ��� •• p: •; '; 28' 30• 3r 3r 36• 38• 40• 4r 44• 46• 48• 6• 64• S �c --�04A3 60.62 5729 54.38 51.77 49.45 47.35 45.42 4165 4200 40.48 39.00 36.51GLAZING GLAZING 7525 71.78 67.87 64.43 61.39 58.64 56.14 53.83 51.71 49.75 47.93 48.24 43.20PRODUCT PRODUCT 8326 78.39 74.15 70.41 67.10 64.08 61.33 58.81 56.48 54.93 W-34 50.49 47.15 ��•. y�� u m 2 D sr 91.15 85.85 6123 77.16 7352 70.21 67.17 64.40 61.64 59.48 57.29 5520 51.60 '.,�'••.,•..y_„ �S`.` I't Sir 10108 94.28 8923 84.78 80.7B 77.11 73.77 M71 59 29 ozee 55.61 j 84• 110.20 103.88 90.33 93.42 88.97 84.92 8173 77.85 74.73 71.86 0020 68.� 8228 ''��'77/!►�{741 z C m d 6r 120.00Moo 114.78 108.00 103.73 98.30 93.61 89.71 65.98 8251 79.32 76.38 73.84 66.71Iffoo v n••_ . 108.95 I95 M39 9522 91.38 8r.84 SC57 81M 78.06 V Gor ff. { 68' 121).00 120.69 120.00 I 12D.00 120.60 17&5B 110.49 105.83 101.55 97.60 03.05 915-3 n4 e5 1• `a m°c m- 66• 120.00 120.00 120.00 120.00 12D.00 12100 120.00 118.05 11294 108.03 10353 99.38 9202 p o a 2 Be 120.00 120.00 12D.00 120.00 120.00 12000 110.00 12100 120.00 116.18 111.34 100.88 98.96 4 m d a WI t W2 N a' 12100 12D.00 120.00 Moo 120.0 120.00 120.00 120.00 120.00 121.00 120.00 115.21 10&72 02 TRIBUTARY WIDTH a 60• 120.00 120.00 12.400 120.00 120.00 1M.00 120.00 120.OD 120.00 120.00... 120.00, . 120.00 . 115.43. �tj 2 O' 48• 120.00 120.00 120.00 120.00 110.00 12D.00 120.00 120.00 120.00 120.00 12100 120.00 120.00 4r 121).00 120.00 120.00 120.00 12D.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 „ �� >i N' 120.01) 120-00 12000 120.00 120.00 110.00 120.00 120.00 120.00 120.00 120.00 121).00 12000 007 002 4r 120.00 120.00 12D.00 120.00 120.00 120.00 12D.00 120.00 120.00 120.00 120.00 120.00 120.00 0 �� 4T 12800 110.00 120.00 120.00 127.00 120.00 120.00 120.OD 120.00 12D.00 120.00 120.00 12D.00 A 38• 120.00 120.00 Moo 120.00 12D-00 120.00 12D.00 12(100 120.00 120.00 120.00 120.00 120.00 m 3r 120.00 12x00 120.00 12000 120M 120.00 12D.00 12100 120.00 12OLOO 120.00 120.00 120.00 RN '�•�, GLAZING GLAZING Q. 34• 120.00 12100 120.00 12100 120.00 120.00 t2D.00 12100 120.00 12D.00 120.00 211.00 120.00 o PRODUCT PRODUCT y 3r 121).00 12D.00 120.00 12100 120.00 120.00 120.00 12100 12100 120.00 720.00 12D.00 12100 W �� GLAZING z 6 30• 12100 12D.00 120.00 12100 120.00 12D.00 121.00 12101) 720.00 12100 121).00 120.00 120.00 m =y C PRODUCT 0 21)• 12100 120.0 121).00 12100 120.00 12100 120.00 12100 120.00 120.00 120.00 12100 120.00 on �x 28• Moo 12100 120.00 MOO 120.01) 121.00 121).00 120.00 12a. I 12100 12100 12100 120.00 c�ilc o �3 y 24' 12100 I 12100 12100 12!000 12000 120.00 120.00 121.00 12100 1 12100 1210D 120.00 121.00 h 1 INSTRUCTIONS FOR USE OF THE MULLION LOAD TABLE: a 1. DETERMINE THE DESIGN LOAD REQUIREMENT FOR THE PARTICULAR OPENING AS m SPECIFIED BY THE BUILDING DESIGNER (ARCHITECT OR ENGINEER OR RECORD). y 2.FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MULLION `o SPAN. REFERENCE THE SKETCHES ON THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH DETERMINATION. 3.IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MULLION SPAN. IN THE FIRST ROW OF THE a TABLE, LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE Z N MULLION SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH. READ THE MULLION LOAD E2 z RATING GIVEN IN PSF- THE MULLION LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE o DESIGN LOAD REQUIREMENT DETERMINED IN STEP T ABOVE N 0 0 0 � � � FOR ANCHORING GLAZING PRODUCTS 70 THE MULLION, ANCHOR SIZE AND SPACING SHALL BE AS SPECIFIED 1N ONE OF THE FOLLOWING_ no o Q 1. SUBSTfME (1 FOR 1) 1/4"-14 SELF-DRILLING SCREWS FOR THE FASTENERS SHOWN IN THE n z INDIVIDUAL GLAZING PRODUCT APPROVAL a z o° a>E 12111108 z°_ 2. SUBSTITUTE J8-18 PANHEAD SELF-DRILLING SCREWS FOR THE FASTENERS SHOWN IN THE r. INDIVIDUAL GLAZING PRODUCT APPROVAL. MAXIMUM FASTENER SPACING ALLOWED IS 6'FROM EACH INTSEND AND AT 15' O.C. MAX. SPACING. ax¢er.�err NOTE.A MINIMUM OF 3 THREADS OF THE SELF-DRILLING SCREWS MUST PROTRUDE THROUGH THE WALL OF THE on,wM NOd MULLION. THIS SEC17ON VIEW IS SHOWN FOR ILLUSTRATIVE PURPOSES; OTHER FRAME SECTIONS OF FLORIDA APPROVED SECTION THRUMULLION 3.t FRAME WINDOWS BY ALSIDE WINDOWS CAN BE USED IN THIS FASHION. FL-7d 3100 STRUCTURAL MULLION LOAD TABLE LPSII9 wl W2 TMUTARYWMTH 2r 3v 3r 3V I 3r 3r 4V 4r 4C 40" 4r 5r sr 64.43 6042 67.29 K36 61.77 41.S 4,12 4&65 --TZ60 4048 M06 X61 4 43 E 6 7 T? 70,94 UX- 61.W %26 57.14 rA17 53.33 51.61 49.76 47.93 4614 43.20 GLAZING GLAZING a_ - 73.47 69.82 66.67 63.93 61.52 K31 57.24 M32 6&62 61.83 soz 4&76 48,03 %K-, 70, 1 '.-Y.... I � atom -V7-2 •�,A => ton PRODUCT PRODUCT ale 7245 69.Z 66.44 63.93 61.60 59.44 57.43 504 -MB 2.13 x II 1w 79.12 75" 77.00 M13 -Ti 779---g.-67 - buo 6&86 W1-2 --U-4-9 -49L62 I'll sos UZI 64' M29 8,37 00 0 23 7 29 (F07--6(LOO M06 66-Z 54.65 51.43 11 H!, I 6r 8531 81,70 X23 7547 72.16 M48 M98 6A4.63 6246 M42 I K62 66,73 Z&47 L3 49 o -4-4 7245 69.62 6MI.37 sioll Kcs 5565 1 er 89.44 9&33 81.70 X37 7629 93,51 8927 6&43 61.9t 78.66 7&67 72.89 7031 b7.9D III i all sr 6 9 97.911 9 fa 5 o 50. m Ix A' sr 97.96 n5l 89.44 66.71 02.29 7112 76.19 73.47 71194 easi 66.36 60.60 w imi MOB 9177 0.02_ 116,211 lizas 79.755 ass A20 7171 69.38 "All M21 sr IM07 =04 98,48 94.27 90.42 Kai 8160 ODS 77.73 alo 72.64 70.33 68.13 6r 113.78 IM42 103.65 59.10 %01 91.25 $7.71 84.65 8156 78,77 76.17 7333 W1 + W2 -- 69.29 TRIBUTARY MOTH 48' 120,00 11429 109.09 104.36�-i-m-Loo --scco-o 9w"1 Mows Kil 6276 80.00, 77.42 7273 2, 4r 120.00 12(100 115.14 110.05 105.45 101.19 97.26 93M ma 87.11 84.18 81.44 76.47 4C 120.00 120.00 120,00 I lr6,X-71-1-31 I06.56 10267 S&SO 9&21 9187 K74 esm 80.50 -To-t - W2 4r 12DA 12MOO 120.00 120.00 117.07 113.11 ioim 49 =68 97.09 U77 90.67 8S.05 S2 W, 4V 120.00 120.00 120.00 12(XOD lX00 120.0D llr,20 -ii-0.77 lmb7 10188 99.31 96= 9D.00 5 --r- '-T --f- 01 85.48 =E eu Sr 2D.OD i2no 257po MOD imoo 120-00 12D.00 11773 113m 10&25 105-45 1 -9D 3v I" MOD 120.01) l2t0D 1=0 tMOD 12).00 1MOD 12000 1106 122D 100.47 10I.59 'a 37 GLAZING 73 17 6 n7 60 65 89 2"00 93 2 20,0" XW LL 21 W 2(1'0 MOD IMOD 120.00 13FDD--f2-D.00 120.00 120.00 1MOO 120,00 12(X00 119.94 115.84 10&42 34- -T2756-o GLAZING GLAZING 1200 -3r -T2D-m yom 120-00 lmoo 120-00 12100 121.00 12--00 PRODUCT PRODUCT -moo Iffoo 120.00 11&113 3(r 12"935 ---00 121.01- 2 t2D.00 120.00 12(XOO 120.00 120.00 ac 0' 1110' 43 1MOO 12 0 M 0' ":� - t� GLAZING IXOD 12D.W-1 Utl- ME iFIF1 12QOD IZQOQ IMOD 12100 :33 PRODUCT - UCT: ixoo I imoo I lmoo im 00 PRODUCT !j8 4�.32 1 24* 1. 120.0.0 I 1=00 I 120.O0 I 120.00 I 12MOD I IXOD I IM.00 12D,00 120L00 12OLOO I 120 INSTRUCTIONS OR USE OF THEMULLION LOAD TABLE-z all 1.DETERMINE THE DESIGN LOAD REQUIREMENT FOR THE PARTICULAR OPENING AS >m- SPECIFIED BY THE BUILDING DESIGNER (ARCHITECT OR ENGINEER OR RECORD). 2. FOR THE PAR77CULAR OPENING. DETERMINE THE TRIBUTARY WIDTH AND MULLION SPAN REFERENCE THE SKETCHES ON THIS SHEET FOR MULLION SPAN AND TRIBUTARY WIDTH DETERMINATION. 3IN THE FIRST COLUMN OF THE TABLE„LOCATE THE MULLION SPAN. IN THE FIRST ROW OF THE - TABLE. LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE z MULLION SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ 7HE MULLION LOAD 0 RA77NO GIVEN IN PSF. THE MULLION LOAD RATING MUST BE EQUAL To OR GREATER THAN THE In DESIGN LOAD REQUIREMENT DETERMINED IN STEP I ABOVE. 0. t; FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF 0 0 THE FOLLOWING. cR »zz-od 1. SUBSTITUTE (I FOR 1) 1/4'--14 SELF-DRILLING SCREWS FOR THE FASTENERS SHOWN IN THE 0 's INDIVIDUAL GLAZING PRODUCT APPROVAL Z GAM 12111/08 2 SUBSTITUTE 18-18 PANNEAD SELF-DRILLING SCREWS FOR THE FASTENERS SHOWN IN THE INDIVIDUAL GLAZING PRODUCT APPROVAL. MAXIMUM FASTENER SPACING ALLOWED IS 6'FROM EACH smv.& NTS END AND AT 15* O.C. MAX. SPACING. V60.BY. DWS C*K M, LFS NOTE- A MINIMUM OF 3 THREADS OF THE SELF DRILLING SCREWS MUST PROTRUDE THROUGH THE WALL OF THE DRAWNG Nm- MULLION. THIS SECTION VIEW IS SHOWN FOR ILLUSTRATIVE PURPOSES, OTHER FRAME SECTIONS OF FLORIDA APPROVED FL-12078.7 SECTION THRY,MYLLION & FRAME WINDOWS BY ALSIDE WINDOWS CAN BE USED IN THIS FASHION. mw 3 or 4 OS 4 ' n ```�� 375" o �•`�Q;' '`�f, n 75" 1.0" X. ��• ~. O 0.75" o n 1 4" ��il�•••''•... ...•' -F-0 0, / / .- N N II/!/It*111 z o co c ..Z a O p0,4 g Em z to®v .727"�I 1-1 4"MIN. ANCHOR TO 2X STUD mg o r a CENTER HOLE / 6 10 x 1-1 2" a MUST NOT BE EMBED. OR TO 2X BUCK () / R d a in USING 110 X 1-1/2" WOOD SCREWS (314" USED WHEN USING MATL 6063-76n WOOD SCREWS MIN. EDGE DISTANCE) E oz CONCRETE SCREWS o VLi p� n2X MAT L• (SPRUCE- S.: cli PINE-FIR) G-0.42 OR BETTER c I MILLION ANCHOR BRACKET 50-2722 1/4" MAX.--� 1 EM1-318 _ Fo S MAIL• 6063-176 a 4a y2 (4) 1/4"x 2-114"ELCO ULTRACON w o0 CONCRETE SCREW H ` ax (2.5- (2.5"MIN. EDGE DISTANCE) �¢ g ANCHOR THROUGH iX BUCK ° Flo o USING 1/4"X 2-1/4" o n G CONCRETE SCREWS 3.000 PSI CONCRETE a n CONFORMING 70 ACI HORIZONTAL ALUMINUM MULLION ° 301 OR HOLLOW (UNDER SEPARATE APPROVAL) a BLOCK CONFORMING TO ASTM C90 ----------------- � 0 1-1/4" MIN. c MEED. -- --- - - �3 T rW _N ° (4) #10 X 314 �' 'v GOALPOST B 18 X 3/4"SMS 8 X 3/4" SMS SHEET METAL SCREWS I BRACKET �. (112"MIN. EDGE DISTANCE) g 1/4' MAX• -i I 3100 MULLION i O tt < MULLION TO MULLION ANCHORING o ANCHOR TO MASONRY ° -Z ° ® USING 114"X 1-34" a •, DAM 12/11/081 (4) 1/4"X 1-3/4"ELCO ULTRACON CONCRETE SCREWS CONCRETE SCREW SML- NTS d (2.5"MIN. EDGE DISTANCE) DM er DWS m' ° cw_M, LFS 3 g BASIC MULLION BRACKET ANCHORING BASIC MULLION BRACKET ANCHORING a 3,000 PSI CONCRETE CONFORMING _ IZ FOR CONCRETE SCREW CONNECTIONS AND FOR WOOD SCREW APPLICATIONS TO ACI 301 OR HOLLOW BLOCK ■� CONFORMING TO ASTM C90 FL-12078.1 n - SMS-SCREW-(MULL-TO-MULL)-CONNECTIONS— mm 4 4 6 S - — — - d Z (800)741-1744 • FLA: (941)922.48" ' y FAX: (941) 923-0371 . lean i 4w�w:.r:r3xiv2a.:.Kr Company Window World West Palm Beach Date 3/24/2016 Ship Date Job Name Henriques Phone561 -684-2040 I Ordered By X Fax STORM DOORS PRE HUNG V FLNG HORIZONTAL SLIDERS 1-FLANGE STANDARD VERTICAL 2 TRACK(DOOR UNIT) VIEW'OUTSIDE LOOKING/N ACRYLIC: GLASS: GLASS OPTS: OTHER: INSIDE MOUNT ONLY FRAME: MATERIAL: !COLOR: ❑60R 1/4" ❑40/45R ❑ INSULATED ❑VINYL 1-FLANGE El WHITE ❑GLASS ❑ CLEAR ❑60R LEXAN ❑ 50R IMPCT ❑TEMPERED ❑SCREEN MATERIAL: COLOR: ❑ BRONZE ❑ACRYLIC ❑ BRONZE ❑ACRYLIC ❑70R TEMP ❑ SOLAR ❑ACRYLIC ❑ CLEAR SCREENS: ❑VINYL ❑GRAY ❑ LEXAN ❑ 80R IMPCT LoE ❑240 13366 ❑SB60 ❑VINYL ❑BRONZE❑YES ❑SCREEN COLOR: ■WINDBRK ❑270 13272 ❑SB70 ❑ SCREEN ❑ GRAY ❑ NO FRAME: HINGE: ■CLEAR FRAME: MOUNT: SCREENS: ❑ DLO' ❑ EXACT ❑TIP-TIP ❑WHITE ❑ LEFT ❑ BRONZE ■WHITE ■INSIDE ❑YES WIDTH HEIGHT ❑ BRONZE ❑ RIGHT ❑ GRAY ❑ BRONZE ❑OUTSIDE N NO 1 X SWING: STYLE: OPTIONS: ❑3/16"ACRYLIC ❑VENT STIFFNERS ❑ INSWING ❑VERT 2 TRK ❑ DOUBLE LOCKS ❑ REVERSE STACK# 2• X ❑OUTSWING 0 FULL VIEW ❑WALK THRU LOW PROFILE SILL ❑ GARAGE SILL-4trk 3. X SCREENS: ❑TOTAL FULL ❑%2'FLNG OUTSIDE MOUNT ONLY❑ROLLING SCRNS ❑ REMOVABLE❑ FIXED DLO* ❑ EXACT E3 TIP-TIP 4. X CUSTOM KICKPLATE: CENTER MEET 5. X VERT 2 TRK:*253/8"-14-3/8" WIDTH HEIGHT TRACKS #OF VENTS VERT 2 TRK:*2513/8"-16"(GLASS) 1. 47 x 52 1/8 02133(34L14E36E38ElLIP FRAMES 3/4" FLANGE FULL VIEW.• *143/8"-25-318- *STANDARD KICKPLATE HEIGHT 2. X 02 133 04 ❑4❑6❑8 ❑ PICTURE WINDOWS 1"FLNG EXACT MEASUIREMENTS ONLY 3, X 020304 11411608 MATERIAL: COLOR: FRAME: WIDTH HEIGHT ❑ GLASS ❑ CLEAR ❑WHITE 4. X ❑2❑3❑4 134❑6❑8 ❑ACRYLIC❑ BRONZE ❑BRONZE 1. X ❑VINYL ❑ GRAY KICKPLATE: 1 5. X 02 03❑4 04 06❑8 ❑SCREEN OPTIONS: ❑STANDARD CUSTOM 6. X ❑2❑3❑4 ❑4 136 08 PICTURE WINDOW: ❑ INSULATED ❑45 RATED ❑TEMPERED 2. X 7. X 02 03 04 04 06 08 ❑ 60 RATED LoE❑240 0366 KICKPLATE: 8. X ❑2❑3❑4 ❑4❑6❑8 ❑ 60 R IMPACT ❑270 ❑272 ❑STANDARD ❑CUSTOM ❑3/16 ACRYLIC 9. X 02❑3 04 134136 08 2" PRIME DOORS PRE HUNG 1•FLNG 0. X L32❑3❑4 E34 E16 08 TRAPEZOIDS VIEWOUTSIDELOOK/NG IN VIEW: —� MOUNT: MATERIAL: COLOR: PRE LOCATION OF SPREADER BAR: ❑ INSIDE ❑ INSIDE FROM: OF: TO SPREADER: E3 OUTSIDE ❑ OUTSIDE 13 GLASS EI CLEAR PUNCH: L3 TOP O DLO L3 TOP DETAILED DRAWINGS FOR TRAPS El ACRYLIC E3 BRONZE ❑YES OR ❑VENT ❑CENTER EI VINYL ❑ GRAY ❑ NO ❑ BOTTOM ❑ FLANGE ❑ BOTTOM MEASUREMENT ❑ DLO ❑ EXACT ❑ TIP-TIP FRAME: HINGE: STYLE: ❑ CENTER SPREADERS: INDEPENDENTLY WIDTH HEIGHT ❑WHITE ❑ LEFT ❑ FULL ❑ MASTER SPREADER:SELECT WINDOW# 1• X ❑ BRONZE ❑ RIGHT ❑T-FULL N NO SPREADERS 2. X OUTSW/NG ON Y ❑ DHUNG SPREADERS REQUIRED OVER: ACRYLIC&SCREEN 72"IN HEIGHT 3• X CUSTOM KICKPLT.•*33-3/8-12-1/8" VINYL 48" IN HEIGHT REM SCREEN 72"IN WIDTH q•. X *STANDARD KICKPLATE HEIGHT SPECIAL INSTRUCTIONS 5. X EXACT MEASUREMENTS ONLY WIDTH HEIGHT 6. X 1. X 7. X KCKPLT: ❑STNDRD ❑CUST 8. X 2. X *DLO: DEDUCTIONS ARE MADE-3/8"OFF HEIGHT 9. X KCKPLT: Ell STNDRD❑CUST AND WIDTH (EXCEPTION LIP FRAME-1/811) 10. X i