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Home My WebLink About16-17805 CITY OF ZEPHYRH�ILLS 5335-8TH STREET (813)780-0020 7805 � BUILDING PERMIT PERMIT�INFORMATION LOCATION INFORMATION Permit Mumber: 17805 Address: 6802 STEPHENS PATH Permot Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class �f Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Propos�d Use: SINGLE FAMILY RESIDENTIAL Lot(s): Block: Section: ' Squa�e Feet: Subdivision: SILVER OAKS Est�. Value: Parcel Number: 03-26-21-0160-00000-0330 Improv. Cost: 7,950.00 OWNER INFORMATION Date Issued: 10/20/2016 Name: KLINGER, RICHARD Tot�l Fees: 112.50 Address: 6802 STEPHENS PATH Amou�nt Paid: 112.50 ZEPHYRHILLS, FL. 33542 Da�e Paid: 10/20/2016 Phone: (813)788-3219 Work Desc: WINDOW REPLACE 6 S/S �' �,� ; �� > � CONTRACTOR S APPLICATION FEES WEST COAST WINDOWS & EXTERIORS I BUILDING FEE 112.50 �U . , � Z � � 2 � , � , Ins ections Re uired FOOTER I 2ND ROUGH PLUMB MISC INSULATION CEILING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INS�ALLED WATER MISC DRIVEWAY PRE-SLAB I SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSP�ECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each such subsequent reinspection. NOTICEt In addition to the requirements of this permit, there maybe additional restrictions applicable to this properly that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. "Vllarning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney � before recording your notice of commencement." Complete Plans,Specifications Must Accompany Application.All work shall be performed in accordance with I City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. I I NO OCCUPANCY BEFORE C.O. � � G NTRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER i I . 10f3Q/20I16 20;58 813985321Q �ESTCOAST #3775 P.441IQ41 r `- • -- �, . ' . � I'I��lllll{iill��l��IIINl�fllil�1111114��1��1�1 ��t°ie��i'8 ��: _�.eg 20163s7133 Ds: a,0@ Ir: 0,0e t0�24/�01s K. o. i�. . GaZy cterk . y��"�--•.. A�No. Peresl�0 Na ) � NQT1C�QF GQMN{�NC�NlENT ' ' ' S�teot ..�tr(h(y��"�@� Ce,nrycr .�r'�� .,�.— .._.� , 7tti UNOERSIC3N@C lmreyY�ves r�otiee Rrj�rtnArovemens w,B Ce me6e to c�4�real RorenY.ai,o�n accaeenea w;u�c�apte+�t3,vionna S�a�,ea. m roaov�g'mwm�ion�s yrovtaea in nuss Nonce oreb�u,;�,ec�r.�•�!� (,r I i f}"'��'�'�� . . � i oeaa�p6a,,c�Pwpt�ty:?arcel ttlen{ifi�8tian Alo. Q� �f`�. '�... "�� sueta•,aoo.�sss:�P�0 d .S i��''��I�� +9':Z! .'�L�',��'�QN�c.<�',��- 3 3 ��. Z. Ganrrei Oosc�ict�on al Improvemems �t�Q�y1� � � St�c(�,,��' �G4tf �f�l ,.� $. OW`IM�rUIf`Otfil liW1o(nLCEL8bY1fd1f112tti011d b61996lBCOnffiClBdl�U�CIRqN0�0'nBltt' r /'i1��G��Q f�4� ��..t�1��. �'1�6iI- r� '�'f�l�f 'KRf . p� •• , �� +F,�.C�•rltc! ,... �'� �� Nteres�in Pmperry� Q�3 Car SteiE •Ptmne dFee Sl�nptb T,Cehotdn: ' D` ermi hprn Cwne,Gst,yf a�nvat . • — �'`�, a. '.Con Aaa•�'' Q ...,5�'.1.�'�'I.4ld�� k' C�-�e^�,19Y�, Stsie- . .. , � � �e .• ��e s e ^G r,�,D ir��'�c 4 c� ^ ,� . ��s��ew�n,o::�1�• ��3c�+�a �`�— s►st� s. Swep•, � ' ' , �8+�5 . • ' • • - Adtllaca . . � S�Y � $�C , Amount Ot BonO:8 ' 7ck„�rrone Np 9. Le�Oor • �} '� AcdsaE�ame: - - ,. — �,��_........�.._._ � . �� 5k �entleCs T�7rphatte uo..��,,,, ' • , � . C�IY. . . .. . ' • . StBle g' - . . ., . . . .._ � -•.r r. ' ,•ae�ons wtmm tne St�4e M�Fbaas ues'9��oa by�me ow„er uv4n vaso:s++roi�c�dr ot�er aoe�rns�nay�e sen�ea an ao�aca W �Y�� . . 3aCnQry 7t3.5J(13(�1�71:�48 SS�ttttCS�.• .. . • . , . • � m ti8lML . � •�• '� *� 0 0 RA� � � Aaareee Gry "` Siaee � •� ' TEIBptwno N�SnD¢7 O!Q9stgnatptl P¢ry0n: _ �� ► � i . 9. tn a46tGom m�imset6�ow�,�,e�a�� ,�� ' ��+ * * m�ccen�e e coay ot e�t;aare ntooce cs p r v ri Cetl�n SacSon 71s.t 3(i�(a�.PI M o e s t a t w.e s. T�p�`ata Ntmhet aI P�pn of Etuity O�igqgt,a by OwrtBt: i 8 � f�UeGOA 4sk 0�NOUCB Of Comti�r�mCM(ttf2 4zQaalion 6ate mgy qel be ppt0�e V�8 DDft'IC�Cwn d.cansWcbo�+,�+W firt91 vtyrtldnt�o tho C„4!iMK Dlr Y.�M.,M,(.:CY.)!7.f:!�C E'r..l.`i•:IiLp-."..:�t�:v:L w��tLO^.l 4Gv:iY i�c9TiN]� WAt�VWt3 TO OWNER: ANY PAYMENTS MAD$$Y��pyyh�qp'(�me�pl�py�ON OF TtiE NOTI(;E,4P CO�dMENGEAdF.�VT nRE CdT13loERED IMPRO�ER,PaY�E+�T5'VwpER Cw�PTER�t3,py�T�, $��,YIQri713.13. Fl4f�OW S7ATVYE$,JWO CAN R@SVti IN YQUR PAYI�IG TW(y^,t` FQR t�p�p vEM�HPS TO Y�UR PROPEP,IY, A N�Y1C�Of COMk6f�CEylEt�it tI.�IS..AE � �h�� Y _.. . ��RDe��+[3+'�75:E-J ON 7t�ypg.�TT'E BEF'(7ttg Yrs�F�52SF tkSP£QTtpM.!F YOU tNTE!4D 70 d�YA(N FINANCING:CONSt;4't' � �� j .Wt7H YOUR!,E►.�R ORAN•ATFORt4EY�FOR�COMMENCINGW�pRKQR RECQRDIN�'YQUR NOTICE OF COMMENCEn�t£NT. �tl! � t,�y ,.t Uneer venai�Y o�per�ury,1 dec�uc u�ac i heve reae mQ!�r¢y�;�g�wtiGe o�co+nmcrxe�a�np t+�n it�lacle atated U+ere.'m�vuc to t+�e peat V�� ..��f � 01 n+y kmnMeOpe erd�e5d, STqTE pf�,DRiDA .. a��[��d .�a p=. I d �C r E�.i F�- yi � COUN'IY�fit45C0 t,d,�yl cn a � �+yn azure o w n e�or leaae4.a a I, aeds ixea — Q�� . Omaer�Awee�arAa+inerANeoager �1—d O �uJ�� y ts.L� r U 5tgne�o,ys r�ror�cr '-"— � l-=-Q�� o2S � �j rOrGgo«p tnaVutnenc+v,�s ackrKri�eagetl aqtaro m6 Uti8��aay qt�i�xp��f��y �,�,p nSt��--- �Q(7 a G1 � ~ � � as 1� _,r„�,,�y�et r,::cn«iiy.e.9,.alfae,.vvaiee.aua�,ny�+caui ta �U C.S� ..� � �,�('� �.��t�Q,�, C ��,..�.._tna+ne ot y on oenaK ci uutrumen�,ras sa). p}V m Q C3 'ena �r�a o y xno+m O i�Pcoa+aro wznuacedo��,l ca o w y S�g n a i�,w �� t y u'��.�, A.� z T1'Ce Of iQenSYica1iCn Prodt�ed � :� �, NBme(PonO u � r . a��t�� u"`-��CRC� � � � PA S.Q'NEIL.,ph�9.PR5Cd CLERK 1 COMRTROLLER A�� Q��,Q � � 10��19�4�� .�l,f l� t�yco��e � ��s� Q }i � � —�,� . � co�c,�r�„+�as��s - � �—�-o� a � �wCs�tna�nmencemert[�c053ba6 Q� RlOilIOA �'`'':'�y:i.�".'+"% ., i'- . ' f: Cl�/Of ZC�711yT�11115 BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: W� ��I/"��e� Date Received: 'f��7i�� Site: � Z � �S �� 1 ( �, ,�I � � ) / 2 \ /�Y�� Permit Type: i Y r�'��i'LV I� �J� Approved w/no comments Approved w/the below comments: ❑ Denied w/the below comments: ❑ I I , I This comment she t shall ept with the permit and/or plans. ' � �o�-�y Kalvin Swi r—P xaminer Date Contractor andlor Homeowner (Required when comments are present) 8137B�SpU20 Cify of ZephyrhiJls PemiitApplicadion ��..e��.�80.00av BuBCing Oe{�tt:nCtit �,� ��Nt ��- �� It f/��n�a�W"� � �� f 1 � . �,�p�,��- F 7xe� �t^�� , �.� i�� : �� a ' �'(;�� 91qs� %�s'v� ��l� t��r f�'�� .(�; �„�-�-�.� j� �-�a?,� �11;�n � ` � � ; � �4L� ; L p�VjD�N�CppE34A��sL�,� ;C�ATIONqI ECE�NG CODE . N��EPyy�H��RDINND AfUC�S i �. ` � p �`�/`' , ��v�� ,D��N�RH1 . �� l��R �� ; � . � � � � . b4d/ZG4'd $89£# 1Sb'��1S3N, OIZESSSElB O�:LO BLOZl8Zl64 I _ #368� P QG1%444 09��6/�476 41 ,54 8138853214 �'ESTCQA�ST ' NtOti aJ�� :��?t�d ua i�saumoO��no�atv-s+tc,,�aai�Q . (a6etoo��,ta.msnotdls�auaa ��saPn�dAaowag s�orri:� ��9w.�#I�jaoaer� ts,�,.r+ba�rss��uoa,a�pca) �Nu,��Wa�d a�,Nrlcp 3Hl a�Q SitS�,S 6U!�S��tJi�CiC�nt8 Uf6Fl Ja3181 Pa�Us1�3�t�2U83WdS aQ GIn�JM fu5iK5C 3tQ�D1��tnW01Yd}��'�0�11�(�o}�BAUQy�JO})14�E7y ., ' (0AS�3 aano sepe,Fdn a,Vl �Aa�mba.�s�suawa�uaw�uo�#a o�naN�`Oo9�S�ono t� ` oazue;rn,•uoaeal;n�le ia�neq;�5;s�apc,tvo�8,�w�cj :tla7eftlufw uoitesndCa p�o u�c� :sua�la0+!p ' •uo�xU�aux+M;�N pe.�o1 D�yn6ai ; ! �� 4�li�lfl3i.t?l3dQ2tci.... 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J��f � �,.J `Jh1t8Wfl id� 'S"3'a'M [� AJ?33NaS59LlJ0�3rJ � � jJl/�LfZ�»dtMd � . 8 lW��kd1.J3�'�� Nrjid�(12l1S1`1Q�`MJ,Ol KQ NOIiNl77dr� �� Y Si £7N�('i!i(ffj'� L� �y_�J 4;�� • • • • Y � k • � � 1 LI_2.L� • • ♦ y e � � • � • �"r!�zH�13H 89d�40jbs�� '�ns�i�i�"+ins �� a46}� Si�j$' V;�,t j �,`�S aK'� �M � k2lQM�ION4lidtt{aS3Q ��1 �� 3�15 � 3W7a.1 0 xaa��r � N�?LL�I1�l2SAtOJ 90 3dAl ;b34itp � WWO� � tl.tS � �Stl d350dOt3d � � N�I$ [,� t'iH�AqN a:f,NqJM�` p�SQdCktd}l2iOM HS:'�OW3Q Q {„_, � W� t3�LL�+�.LLN3dOLId��aJ,03NM18Ka�.�� f�1ry3�bdd NC��$�A109f18 I '4J1.�+1.t�.� ' �.._.� � �s0� � l�a u r]q aj t 55�a�6F/IBCf C�- � - - �.,.,�� ssaJDF'O+�PIoueAll o�dr��aad � Jaqumpl�Iuald�� susc��aPtPuaR11,slBw�g aa� � � �_�_ �"_' � aa4utnN�yd�aump (—' '`�� 1�� V�Oi��'`Y.�DR7 easuxµ� I � �, �t+G`4��t� ae4tunw s(uay�aaurap � ,}� Fh! 7; U� aweN Sa3ump _ 7�,S,LS .s,t�t i ,; s.t u � i s�-1't"t�"r'7Tt' � r i �.�1 � t � t `� 6uisiq.u�ad�W 7aeluo�auoqd • .- PaNaaaa a2eCt ,� , 1�eSU1�ed�Q BwF!!�F3 tZOt�81�£t8��d UP!}2��tlt�Zti.;JJB�Stity�yd8z dQ�%�J G2tt0'08t�E1B � � , � I —� — --- - - - - - i € N4TlC�bP DE�p R��7RiC1F1oNs: The andersigned understands mat ktus permk may be sabject to'tleed"r�estricEions' which may be rnore r�strictivc than County regu�aEio�s, 'Fhe undesslgned assWmes re�ponsi�itiiy for compC�qce with any appsicab3�tte��res#rictions. ! UNLICENSED CONTRACTORS AtaD CpNTRACTOR RESP4NSIBILiT1Es; If the owner nas hired a contractor ar eonUr�clo;s fe U�dertaKe work,tF�ey may be rpqe�jred to be licensea in arcord�nce with st2te an8 locat reguEstions. It ine li conVBCtor is nat 3iaensed as reG�tred by law. battt the ow�er gn�x tontraaoc�n�y �e c;i�cf for a rnlsdemeanot vinla#;acs ; ur�ier sta[e iaw If tha owrmr or mtentletl coi�ttaGtor are uncerta n as ta wna[iicensing requiremen�s may apply for the � intCnd9d work,ttsey ar�ativia;t;rS to cantact�he P�sGo COunty BuilU��g li�spectic•n LTivisi4n...�LiG2t�sirtg SpCtiqn at�27•Y�7- 8049. F;,ctr,ermore. i�the orvner t�es P�ired a c�antraaar v�ctsnttaaars. h� �s advised Eo have !rie �ntractor{s) sigt7 poriiqns of in�2�conna�tor S�ocX"at tnis appiicatson tor whiah tt�ey�viii pe respoRs�ble. If you,as tne owner sign as the conus�t4r.21�ai m2y be an ind{q6trotl that tte IS Ytot propa�ly{icen.sed end�s rIU!C�hlitled tv g8rmittittg pfivaii�ges in P3sco C4unty. ` 7EiRht$i�DRTATIUN�CVEPACI'NTIL11'IES 1MPACT ANO FtE$OC��G��iEG01�'ERY FBES: 'iPte uAtler5ign6d uRdeYSt3riQs , tr�at 7ranspprtatidct Impa�t Fees and R�Coutse Recovery Fees m�y sppty to t�e t�nstru�kfqn oi new bui�tlings,c�ange of ' use in extst'.ng�t,rtdings,or exp�nsson oi existing Duiltlings,as spes�ed;n Pasca Gounty Qrdinaace number 89-0T and �JO-07�as 3m�ndetl. frit�uardersigc�t*r��s1;,o und�5iaridS.t�t Suc�tge5.85 fi7�y b��u2.wi�I b2 identified 2t t�1e titrt�pf pertnitGng. It fs further understood tt�at�ransportatian lrnp2ci`aes and Rasparce Recov�3ry Fses must tr�paid pAor to r�ce�u�ng a��Certi�c�te of occupanc�'of final pqwer r�1��se. kf the projeCt ddes not involv��cerkificate pf oecup�n�y or fn�!power r�(ease,the fees cnusf be paid prior to p�tmit i�3u�hce. �urther�r�ote,if PaS�p C�unty Watee�'Sewer 4mpact fpes�r�due.they mus#be pasd prio�CO permit issu�nCe in accard�nce with a�lic,�ab�e Pa3co County ordinances. CON5TRt1C'tlOnl I.IEN t,AW(Chapt�r 7�3,F1oRda Statutes,a�amcnded)! 1f valuation af work is 52,50fl.00 or mare,i �eri+�y that t, the �ppCcant. ttave ts�Qn pra�ded wi{h � copy of th� '�Ios�tia Constrecct�ah Ls�n taw--Fiomeowner's �'rotection 3uide"prep3retl�y i�E Ftortda�Jep�rtment of AgricuitUre��7d Cor�sumer Aff�its. ifi the�ppiicarsf�s sameone �', �ther#han thE"Owner",t c,�nify that!have obtaiiiatl a c;�py of the��bove desc�ined documeni�nd prom9se in good faith to tlQliv2r it ro the"awner'prior to comm�ncement. ; �ONTF2ACi'OR�SlQWl+f�}�*S AFFiDAVlT: t cest?fy that aiI the informatian in this appiica6iqn i$accurate and that at!work witl ba don�iit campli�nce with all appifcable laws regc�lating construct(qn,zonirrg and I�ntl tlevelopment, Appiic8lion is het�6y made Co Ont2in a pernait to tlo vr4tk and inst3��8k�On 2v ir.diC2t8tl.� ! CeRify (I18E Ao w4r1c Ot;f1St�tEl�Gs}ri kids ao��trttenc�d prior to Es�an�af a p�rmit�a� tt�at ai�ovcr�rrFii�e qerfotm�d to meet�tandards af�li laws tegutatiag ca�siruCtion, Caunry and Lity codes, zoning regulatfOns, and land dev�lop�nem r�gulaGans in the iurisdi�tion. I aiso cedi�y that I undersland that the regutat�Qrts bt ather gavarnme�nt agenci�s may apply to!he;n��nded watK,and that it is �1y��sponsibii3ty to identify vrhat ac�ions i must t�ke ta�e in compli�nce. �uc6�agenG��s include but ate not timlteG to: � U�partment of L•'.rtvirt�nmantai f'roteCtion-Gyp�2ss Bayhe�d5,Wettand Areas�na Envir4nmencally Sertsitive l,ands.WaternNast�wat�r Trealment. Sotr�rwest Etcrtd� Water (�anagem�n# E�ist��t Vi,'e11s. CYpr�ss Bayhe�d5. W+,tfi�nd 1k�2a�. Aitering Wat�rCOufscs. - Army Cnrps of Enginesrs��a�walls,f]ocks,Nsvig�ble Waterwyysi • �6p3ttnl�ttF pf H�aiih $r �'B3'S2i�iiitdliae Se:vices�Environsnentat�-Eeakh Unst-We31s. Wastewa±as Treafinent. Sepi'sC TankS. i - US Envlronmentat�rotectipn Agency-Asbe�tas a��Qment, - 6aeler�!Aviatioii AuthQsiEyFtun�v3ys. �un�i�rsian�tt�at#t,�ic�i�ow�rsg rest�ctions appCy to tha use ot i�t: ' , - u$e of fiU is nat aeldwed in Fload Zat�e"V"u�►ess expressly p�rmitted. lf the fil! materiai is to be used in Ftood Zone A", it i5 uad�Cstood tna�a dra'sn�ge plan address,n� a .campens�tt�g voiumeg w�fi�e svbmitted at tir�e af pprmrtti�z�ov�i:h is p�par�ct by a��o�ess:ona�enginear iicens�A by the Sc�te of Flarida. - If tl�e fill m8teriaf cS to k� vsed in FI4otl Lone`A"ir GOnrtpCtion with 8 pefrtlRtgd bufidin¢ uSirtg stem wall C4r�Sifucti4ra.S cen':#y tE}at fili witC�u3�tl�ttly to fit!the�re�Wititits�the�T�sn v#�II. - H F+it matsnai is io be us�d �n any area. � cert�fy t�a; use of gdch fili witl not atlVc3rsely sffect �djaten# pfpperties. �f use 01 fil!is fqund t0 aCvQrs2Ey affect adjaCent pro�eRies,t�e owner rnay De ci#ed for vio�ating the canrlitivns vf the t�u�tdin�germ#t issueu untl�r t��e a�tschv�parmit�pplication,foC Iots!£ss thsn an�{�} acre wnir,�i ar��tavated�y fli�,2n errg�neeted dtaitrage pt�n i�rsquired. If I am tY��A�pENT EOR TH�pWNEFt,I pfplPti3$Ef1 QOOd 12i�}1 t0 In£9RTI th8 OtINf1�r OP Lft@(1�rtnirti(�(��pntlt�ip115 S@I fORY2 iA th�s atfcfavit prios to�tsmmenc�g canstruatro�. 1 una�rskand th��a s�para#e,permit may b�required for al8ctricas wa�k, pEumbing,sigtss,w�1t�,paals.air cotCiltioaing.gas. ot a4E�er i�staAatiost8 n��specifc3�3y i►tClUCBd ist{�e appiicB:�Gn A permit issued�hatl b�3 Construed ta be a Gcer,se ta praceea vnW tit�wor�and�qt as autPrarity co vio�ate, r�ncel,a�ter.or set aside any provisians ai tt�e leahnicyl cncles,nor shafi issu�nc2 ot a perm�tipravent mc I3uii4ing t�ff,cisl h�m ttte�ea�� tequirin��Canecti�it fitf etrors�n A!2�t�.COttstnlGKon or vi0I8t:4ct�caf any CodES. Fvety petrnit isSueC S�tal{l�cbme ittv23stl untess Ute wqrk autharited by such pOffnit is cnf�'tmenced within 5ix months oi permit issu7nce,or{t work autnoti2ed by the pemiii�s Suspe�ttled or abando��d fvt a pericrd of 5ix(6)Tt�OrYths aft�r itt0 Eime ihe w0�k is commenCed, An extQ�13i0n �+3y b�seqUeSteQ,in wciring.$or�t tt�s Buftdirtg Ufticsaf for�4�;tiCt3 n4t to exg�t�'sneiy{90}cfayS as�d WiH dernonSir�te jus�fabie C2us�#o�trio extens9on tf w4rk cea;+�s for�incty(s4)Gnnse�culiv�dFys,trie Jois is cor�siqered abandaned. WAl2NlNG Yp 4Wt+#ER; YOUR FAlt,UE2E TU E2EGQR}?A NQTECE C?F Gt?MM�NCEMEF�MAY RE�tlLT t1d Ypi�R P,4Y�t�G 1W�G��OR 1MPRbvsmEN"i'S 7�i�rou�af�c�FEarr. c�YnU�r��j�ntA�"a Os�a{N FlNawclNG�cbr�sui.'f Wi?Fi YOU�k LENbEFt 4R AN t70i2NEY BEFOR�{2��d}2pING YOUit Tf� CE OF C MME CEMENF. FLORtOr,,lUfiA7(F•S ��r 4WN6R tYR AG$NT ��Y-� � C6NTRACI'4R Sub•",G"rb8@ sr�Y„¢ijt V.6 y�y�f;t9!'11'hl• $4p5Ud}EO��1d b o for�f`�e'R�9G t bEf4rr ma t7'fi5 Wrio j:c,e:-,sc,n tyarnv�:o:r.��es,ar�nawarCv�ucr,ci ' W r,;t�ra:�sctaY,*��+ �.�+�,r,� l�_ —��`,_t,,�J�C ar h35ftt8v �}j�10a+� aF KxR�tduSttttrt i R,�, „ . 8.�de-,ifrGBlron. . r � , .._..Nc�ury Pvb�tC d� ,�„__„Nu�y Pub�ic • C�Tlrklis.ion N0. , (,'p{»�Yfi99i0A H0._.., . N�mr.r,t NOtB�y� ,p�' c �.r,ama me o,Noiary typq�:printpa pr S;s; �' � ' � P►ot�ty Ptd�fa S!�at�lorida �� totec�r F+uf#c cr. . ;��,esa . S�h�iC�ari , � � �� _,�:+'.i+"+ '�j* � �Y�FF2� "�. hRyCOrt++niss,.;r.rf :�'�3B Ol ��/�A1� � 07� �«':nC��,�l?(ty: `*+r,v,r b041,E00'd 88sE# 1S�Q3iS3N� OlZ£��6£G8 0��1.4 9k4Zf9��&0 i � JOB SPECIFICATIONS —Windnws / Doors Name; `,l t G�C � },!eSZ��V'� iL�I!� Cs u�-- StreetAddress: G��3c�� S►C��-{G�S� '�A'�"`� City: Z��{�(� �c�tf' �� Zip: �J � ��- Phone: ��- �� y Existing Windows: House: � � ,� v �� ''� C ` r� _� � � �' � � 7 �V :J � 3 � ►��'►,��r(� � � � �� __. �,._ t N W�J;.� ''`(,Oul 1�� L J .� �� Size Ty e Glass Size Type Glass 1. �` ( ` � � S`1 � �' 3 13. — 2. � S a � 3 �, ° b v � S ��► � 14. -- -- 3. --j S^� �1�� ^��a �'��'( �2� 15. 4. ��I ` a K 7� ��- �? � 16. 5. � � �i x ��i3 �( G �C� 17. 6. �� x ��. �� v 18. 7. I� 3 � �x S7 �> , 19. 8. � 5 � 4x ��' v s• 20. 9. '3��'� � X �'j 3�'�s. �! 21. 10. 22. 11. 23. 12. � 24. 11►lindo i Brand / Series: (�� l �`�L�rj S, LI U N y Special Iristructions/Supplies: �� ,�( � � S (�� S � ;.�( � ;c� P•� ( �,� P�� ,,'� Customer Signature Date Completed Flor'da Building Code Online Page 1 of 3 ' . __ . -._.._ ._.�... - __ ; ..._.,_..__ _. ....-_-� } ' . , �.r�er.avarmi ,.MX��ey _.�:i...�... .,�_�y,N .,_.�. ._._... .._ g �• ' .,Y'y}))jyyyJJJ��i«M �� .,F��f �[C.� �"...�� n4 l� t';t�,..,;.,,i.: � 4,:-'�•�uja4M`.tl' �'• � ) 1('4[J'J ( : i 3 �f E 1! � ' �!~ -"�j °,"`"'i" . :�>+ ;y-n'*�..';8 a� M{'�-:m<S,� ;�i:9�� -i ,"s '��r,i��Y� .. .. . . . .�..___;i':' y*'�':>+� .. , :`..�....';a'r�':�%'a.T'w�_�.':;r.. ..._ .._._,....._._.._.._�....... .__...�._. ...._.....__._._.._. ..,._. ___...__ d :'»�..-.�.: t.� s =9�s`''�u_"d.�:.;;•:,;..if�>"_.�,z,s..,,.�:'� BCIS Home Log In User Registration Hot 7opics Submit Surcharge Stats&Fac[s Publica[ions FBC Staff BCIS Si[e Map Links Search !-�,^�{rv� /-'�-•� ��" ,�,° Product Approval � � �g..��,�w...,-�USER:Public User .ai.: Product Aooroval Menu>Product or Aoolica[ion Searth>Aoolication List>Appliwtlon Detail s` ' `��E'=' • ! FL# FL14604-R4 � .....,''j,:.a .,. .A Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary Comments Archived Product Manufacturer Eastern Architectural Systems Address/Phone/Email 16341 Domestic Ave. Ft. Myers, FL 33912 (800)432-2204 Ext4314 thoard@eastern meta I.com Authorized Signature Timothy Hoard thoard@easternmetal.com Technical Representative Timothy]. Hoard Address/Phone/Email 10030 Bavaria Road Fort Myers,FL 33913 (800)432-Z204 Ext4314 thoard@easternmetal com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year AAMA 506 2006 AAMA 506 2008 AAMA/WDMA/CSA 101/I.S.Z/A440 2005 ANSI/AAMA/NWWDA 101/I.S.2 1997 ASTM E1886 2002 ASTM E1886 2005 ASTM E1996 2005 FlS'TM E1996 2002 ASTM E1996 2006 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By http.// oridabuilding.org/pr/pr_app_dtl.aspx?param=wGLVXQwtDqsw8ZVNfie8A7badr84AYj7t%2bkEtd6yL... 9/26/2016 Floriela Building Code Online - Page 2 of 3 Product Approval Method Method 1 Option A Date Submitted 04/22/2016 Date Validated OS/12/2016 Date Pending FBC Approval Date Approved 05/15/2016 Summar of Products FL# Model,Number or Name Description 14604.1 Series 1000 Non-Impact Aluminum Series 1000 Non-Impact Aluminum SH SH Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL146Q4 R4 C CAC NI006177:0_l,_-R4Wsigned,pdf Approved for use outside HVHZ:Yes FL_14604__R4_C CAC.._NI.O._06177_02-R2�si�ned.odF Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +45/-45 06/30/2020 Other: Installation Instructions FL14604 R4 II 08-02477.odf Verified By: Luis R. Lomas,P.E. 62514 Created by Independent Third Party. Yes Evaluation Reports FL14604 R4 AE 513233.odf Created by Independent Third Party: Yes 14604 2 Series 1431 Non-Impact Vinyl SH Series 1431 Non-Impact Vinyl SH Nailing Fin Nailing Fin Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14604 R4 C_CAC NI010607-R2-siqneCl.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2019 Design Pressure: +50/-SO Installation instructions Other: Configuration. 0/X Vent Size. W-44 38"H-35" FL14604 R4 II 08-005568.odf Glazing: 3/4"Overall I.G. Verified By• Luis R. Lomas, P.E. Florida P.E. 62514 Created by Independent Third Party. Yes Evaluation Reports FL14604 R4 AE 510945.odf Created by Independent Third Party• Yes 14604.3 Series 1441 Non-Impact Vinyl SH Series 1441 Non-Impact Vinyl SH Flange Flange Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14604 R4 C CAC NI010813-R2-signed.Qdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/30/2020 Design Pressure: +50/-50 Installation Instructions Other: Configuration: 0/X Vent Size: W-50.38"H-35.13" FL14604 R4 II 08-005588.odf Glazing• 3/4"Overall I.G. Verified By: Luis R. Lomas, P.E. Florida P.E.61514 � Created by Independent Third Party: Yes Evaluation Reports FL.1460h R4 AE �0947�pdf Created by Independent Third Party• Yes 14604 4 Series 2451 Impact Vinyl SH Series 2451 [mpact Vinyl SH Nailing Fin Nailing Fin Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14604 R4 C CAC_NI012533-Rl-signed.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/28/2017 Design Pressure: +50/-50 Installation Instructions Other:Configuration. O/X Max. Frame Size• W-48"H-72" FL14604 R4 II 08-00562B.� Max.Vent Size• W-44 25"H-35"Glazing 3/4"Overall Verified By: �uis R. Lomas, P E. Florida P.E. 62514 Laminated iG Created by Independent Third Party• Yes Evaluation Reports FL146Q4 R4 AE,__51095,1.,pdf FL14604 R4 AE NOA 14-0423.17.PDF .__._.....__... ...... Created by Independent Third Party. Yes 14604.5 Series 2461 Impact Vinyl SH Flange Series 2461 Impact Vinyl SH Flange http./ floridabuilding.org/pr/pr_app_dtl.asp�`>param=wGEVXQwtDqsw8ZVNfe8A7badr84AY�7t%2bkEtd6yL... 9/26/2016 Florida Building Code Online ' � � Page 3 of 3 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14604 R4 C CAC NI012533 O1-R2.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/28/2017 Design Pressure: +50/-50 Installation Instructions Other:Configuration O/X Vent Size: W-S1"H-34.5" FL14604 R4 II 08-00564B.�df Glazing. 3/4"Overall Laminated IG Verified By• Luis R. Lomas, P.E. Florida P.E. 62514 Created by Independent Third Party• Yes Evaluation Reports FL_14604 R4_AE 51,0953A.pdf FL14604 R4 AE NOA 14-0423.17.PDF _..._._. . . _.._._...__. . .._.. Created by Independen[Third Party• Yes 14604.6 Series FWI 1000 Impact Aluminum Series FWI 1000 Impact Aluminum SH SH Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14604_R4 C CAC NI009020.01-R2-signed.pdf Approved for use outside HVHZ:Yes FL14604..R4_.C CAC, NI009020;02-R1__si.gned:,pdf Impact Resistant:Yes FL14604._R4_C__CAC._NI009020.03-RZ-si na ed.odf Design Pressure: N/A FL14604_R4 C CAC NI010670.01-Rl.pdf Other: See drawing 08-02476 for design pressures. FL14604,R4..C CAC. NI010670-R1-signed..pdf Quality Assurance Contract Expiration Date 12/31/2019 Installation Instructions FL14604 R4.__II_..0.8-02476,_pdf Verified By� Luis R. Lomas,P.E. Florida P E.62514 Created by Independent Third Party• Yes Evaluation Reports FL14604 R4_AE 513232.pdf FL14604 R4 AE NOA 14-0423.16.PDF FL14604 R4 AE NOA 14-0423.17.PDF Created by Independent Third Party• Yes Back Next Con[ac[Us 2601 Blair Stone Road Tallahassee FL 32399 Phone:850-487-1824 The Sta[e of Flonda is an AA/EEO employer Coovriaht 2007-2013 State of Florida. Privacv Statement Accessibi6tv S[a[ement Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response[o a public-records request,do no[send electronic mad to[his en[ity Instead,con[act the office by phone or by[raditional maiL If you have any questions,please contact 850.487 1395.'Pursuant[o Section 455.275(1),Florida Statutes,effe4ive October 1,2012,licensees licensed under ChaOter 455,F.S.must provide the Department wi[h an email address if they have one.The emails Orovided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal atltlress,please provide[he Department with an email address which can be made available to the public.To de[ermine if you are a licensee under Chapter 455,F.S.,please click here Produc[Approval Accepts: � � .`-fir=.:r �-..�-�_-.,� Crer;it C�rd Safe http: floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqsw8ZVNfe8A7badr84AYj7t%2bkEtd6yL.. 9/26/2016 �' �� _ REV�SIONS ��'--- �ESGRiPirpN � DATr aPOROVF"0 �a I nnANUFACTURER'S NAME CHnNGE OS/D4/09 R.L ~ _�___—_ —_ � B I REViSED PER NEW CER?iFICAiiON OS/20/74 R.L �� S 15. FOR ANCHORING WTO MASONRY/CONCREiE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH � THE PRODUCT SHOWN HEREIN iS DESIGNED AND MANUFACTURED i0 COMPLY WITH TO ACNIEVE A ; 1/4" MINIMUM EMBEDMEti'T INTp SUBSTRATE W!TH 2 1/2" MINIMUM EDGE I REUUIREM,ENTS OF iHE FLOR!UA BUILDING CODE. DISTANCE. LOC4T"c ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DEiAI�S 2 WOOD FRAMING AND MASOhR�' OPENING TO BE DESIGNED AND ANCHORED TO �ROPERLY i6 �OR ANCHORING INTO METAL STRUCiURf_ USE �j10 SMS OR SELF DRIL!ING SCREWS WITH �RANSFER ALL LOADS TO S�RUCTURE. FRAMING AND MASONRY OPENING IS THE ^�ESPONSIBI�ITY OF THE ARCHIiECT OR ENGINEER OF RECORD SUFfiCIEN? LENGTH TO ACHIEVE 3 MREApS MINIMUM BEYONC SIRUCiURE iNTER�OR WALL. 3 lx BUCK OV�R MASONRY�CO�CRET� IS OPiIONAL LOCATE ANCHORS AS SHOWN IN ELEVATIpNS AND INSTALLATION DEiAILS. 17 ALL FASTENEP,S i0 BE CORROSiON RcSiS�ANT � WHFRE SHIM OR BUCK fHIC�.vESS �S LE55 THAN 1-t/2" WINDOW UNITS MUST BE 18. INSTnLLAT10N nNCHORS SHALL 6F INSiALLCC iN ACCORDANCE WlTfl ANCyOR ANCHORED THROUGH THE �RAME IN ACCORDANCE W!iY MANUFACTURER'S P'.�aLISHED MANUFACTURER'S INS7ALLATION INS?nUCT10�:5 AND ANCHORS ShALL N0� 3� USED IN 'NS�qL�AT10N WSTRUCTIONS nNCHORS SHALL BE SECURELY FASTENED DIRECTLr INTO SUBSTRAT�S WITH STRENGTHS LESS TtiPN THE MINIMUM STRENf,TH SPEC!FiED 6ELOW ti�A50NRr, CONCRETE OR GTHER STRUCTURAL SUBSTRATE MATERIAL A. WOOD - uINIMUM SPECIFIC GRAViTv 0� ;=0.42 5 VJHERE WOOD BUCK THICKNE55 IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY B. CONCRE�"t - MINIMUM COMPRESSIVE SiRFNGTH OF 3,192 PSI =aSTEnED �0 MASONRY CONCREJE OR OTHER STRUCTURAL SUBSTRATE. WiNDOW UNiTS MAY C MASONRr - STRENGTH CONFORMFNC_ i0 ASTM C-90, GRADE N, TrPE 7 (OR GREATER) BE ANCHORED THROUGH FRAME TO SECURED w00D BUCK IN ACCORDAI�CE WIiH D META� STRUCTURE. STEEL 18GA, 33K5 OR ALUMINUM 6063-i5 t/8" iFnCK M�NIMUM M4NUF4CTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6 WHERE 1X BUCK IS NOT USEi� DISSIMILAR MATERIALS MUST BE SEPARATED WiiH APPROVED CCATING OR ME�tBRANE. SEL"cCrION OF COA'ING OR MEMBRANE IS THE RFS�ONSIBILITY OF ?�E nRCHITECT OR ENGwEER OF RECORD. � BUCKS SHAiL EXTEND BEYOND WINDOW IfJTER10R FACE SO THAT FULL FRANE SUPPORT IS �ROviDED 8 �OR FIN INSTALLATION SHIM AS NEEDED �OR FRAME INSTALLAT�ON SHIM AS REOUIRED AT �ACH ANCHOR LOCATION WITH LOAD BEARIPiG SHIM SHIM WHERE SPACE Of 7/16" OR ,kEATER pCCURS. MAXIMUM ALLOWABLE SHIM STA(;K TO BE 1/4" 9 SHIMS SHALL BE �OCATED, APPUED AND MAD� FROM MATERIALS AND THICKNESS CAPABLE 0= SUSTA�NING APPLICABLE LOADS. 10 'NIND LOAC DURATION FACTQR Cd=1 6 wA5 USED FOR WOOD ANCHOR Cn�C.1LAilONS. t t ^RnME MATERiAL EXTRUDED RiGiD PVC �2 UNiTS nnUST BE GIAZED PER ASTM E�300-Oa l.',. aPPROVED iMPACT PROTECTiVE SrSTEM IS RE UQ iRED FOR THiS PRODUCT iN wwD BORNE DEQRiS REGiONS. t4 POii ANCHORING INTO WOOD FRAM�NG OR 2X DUCK USE �10 WOOD SCREWS W�TH SUF�ICIENi LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE LOCATE ANCHORS AS SHOWN W ELEVATIONS AND INSTALLATION DETAILS. SIGNED:08/21/2014 E/.STERN 4RCnRECiUFAL S�SIEMS �pENSTERNM�i��pisvov�r \\\�� R I I�0/////// �� a�t�i�� \11 I! ��_�..,._...,....__...,��. ,��aAaR�o ��, • •;LJy % � eo°o<�iaza�"oa�A a�su `v .��C E 11/5�,.,�s� ' 1q8�E OF CONTENTS SERIES 74a1 VINYL SINGLE HUNG =*• 0/,�6251 *= �SHEET NO DESCRIPTION SNOTES2 ��`��` �?�, TAT 0 F �D . �� 1 NOTES DRAWN: DwG Np REv j�� jPCpR�O?''•\�� 2 ELEVATiON A.M OS-00558 B �/isS%"'�l�G�� 3 - 5 WSTALLATiON DETAiLS SCALE NTS onr[ ��29�08 sHeeT� OF 5 ��//��NA`1��\� REVISIONS FEV f]f SCRiPTipN pn'E 1i ��PPROvFU A MANUFFCiUF1ER'S NAME CHANGE C3/CQ/09 IRl S3 %�L MAX. FRAME WICTH � - --- �______1-- � B REVISED PF.R NEW CERHFICATiON I pg��0/�= �R.L. f __�._—_ 6 MAX. r_—I MAi(,4 O C. � i`_r 6•. MAX. _._— _—_ I I '_—_1_ _ � i — 6'� MAX ---� i � I8" MAX. 0 C. I i � I i 2 -— _—JI MAX -- � FRAM� I -------- ----I II HEiGt-' i i � I � I I 32 7/2.. i I MAX. D.L.O I ! � I � 6 MAX � ----_-- -- ---- I I I , ----- a8 1/2" MAX. D.L.O - I SERIES 1441 VINYL SINGLE HUNG WINDOW EXTERIOR VIEW DESlGN PRESSURE RATING IMPACT RATING � ±SO.OPSF NONE �.a �� EASiEFN4PLr�liS��srsreMs \ �`11�1�1/// EAS*ERNMEinLSYPPLY \��\\ R� LOA,/'/�� .P'....�...w................ . ...» 'OR BnvnRUFMD � � . ,�/ �/ o�,�Y Eas,�oa�o. 9�� .� J •��E N '9 �� eawa:.axw " `�.'�,\ S�c'.S �, SERIES 1441 VINYL SINGLE HUNG �*• p,�51 *= 54 X 72 - s r��/�{�fi� — ELEVATION ��; STATE OF ;�\ DRAwN: DWG NO, REV �'�`F•;°LpR�OP•�'�� coM DaTE OS s00556 B ��iisS��NAL1E�G��\ NTS 7/29/OS 2 Of 5 / MIN `__ __ REViS10N5— �i EDGE p�cT4NCE ecv � ---- o[scaia��ou --- --�-- DAi[ 4PPROVED r_— WOOD FRANItiG , A i MANUFACiURER'S NAME CHANGE ___ 03/0a/09 I R�. OR ZX 3UCK � � B 4EVISED PER NEW CERTIFICATION � G8/20/la R.L. �L—___ � f BY OTHERS i 3,/�3 MIN. �� -- -- EMBED�tENT ---i—� � � � -----J BACKER ROD ^ & APPROVED �I �/� U";` SEALANT SHIN S�ACE ��i i�� _ ��0 `b�0';�J SCREW '�8 Uit� t/c Mnx � �u��? �tiaCNr `� r S i�,�n S�aCE INTERIDR ii �i , I I ---- i — ' 'I . , I I � ti�l'J �� Dc:i�„�,Ta�uCEi �� I�'' 'I----— �� \'� �� I ��I � � �_� � i � M�o �nroo�: -- - -- � �' 0 INTERIOR Sr`�:'" � rJ� � ' 0 I ' �-r EXTERIOR I� wooD rRnM�r,G — `� —' oR 2x B�i:U �`�� BY OTHER; S BaCKER ROD j � �,r��r�ovEo EXTERIOR � SEALAhi > JAMB INSTALLATION DETAIL ; wOOD FRAMING OR 2X BUCK INSTALLATION S Q � �- �7 G WOOD � SC��t' BACKER ROD —� ffL� & APPROVED � ' �/� MAX. SEALANT � � SH�M SPACE i - — � WOOD FRAMING � � 3�g MIN. OR 2X BUCK BY OTHERS i:MBEDMENT � --- i VERTICAL CROSS SECTION @ p ry `-"s'E""°q°""ECT"A"�s'STE"s I I I I!O� / WOOD FRAMING OR 2X BUCK 1NSTALLATION �'�� E�a��s��i� EPSTERN METPLSYPPLY ��\1 R• L`/,I��/ � ' ' +ooaoei.vaauaw,o \�\�S ' .? �/ ��.�,~w��^ � J q i ,,•"�`•,"•,""' eFOo-+ai-iioa rior+ionr�s�a \� .4�CE(VS��cP�� SERIES 1441 VINYL S!NGIE HUNG �*- p,�$1 *= NOTES. 54 X 72 _��(��_ 11NTERIORANDEXTERIORFINISHES,BYOTHERS. INSTALLATION DETAILS ��0, TAT OF NOT SHOWN FOR CLARlTY O�.�F ;1(�\ � 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE �RAWN: DWC NO Rev i�i�s,C O�IOP G�� DESIGNEDINACCORDANCEWITHASTME2112 A.M OB-00558 B ��/�S�OII�AL��\��\ SCALE NTS DATE 7/29/08 s"EET3 OF 5 ��I!(IIIU1\�\ — � — . . � ��v�soas - l_Aev �[sca�a,�n_-_---- nn,[ ��ovm_— METAL � A MANUFACTURFR'S NA.a�E t:HAUC� C3/Oa/09 R.L. STRUCTURE t — ----- BY pTHERS � � 1�4 MAX i_B REViSED_ER uEW CERnfiCnnON_ 08/20/14 R.L____ : r S��u� 5�4CE - �.. ti��1 - i �I - i r-- } APPR��E� Ju __�� - SEALANT r- - , './�" MAX ��i , �; � S�tIM SPACE �," 7 � INTERIOR r-.._ � � _�� tt 10 SMS OR ! � � __� S�L� rF!i LiNG i �-- 3/H. MIN. � � iI i SCRCtv ECGC DISTANCE �� N�ili � f �_ ` ;�� o o �---.i �i y'�C SMS OR J �� I i'�;, SEL� DRiLLiNG �� -- -- o°.-- d ,—, ,�__ I SCREwS � �° � �I��.. / q =� `�'�� METAL J �, ---� �P,�I;;��- SiRUCTURE _� �� EXTERIOR '�' � 0 /NTERIOR o — �c�U;�I � � ----- 91' OTHERS � I o�a-�'�-� � \ EXTERIOR �, !L� � ` 5ACKER ROD il & APPROVED ? � SEALANT f i JAMB 1NSTALLATION DETAIL I METAL STRUCTURE INSTALLATION II il� � (i�0 Sr,AS OR � SELF CRILLING SCRE'N B4CKER ROD & APPROVED JL— " SEALANT -� i/�a" MAH. � . � SHIM SFACE METAL } STRUCTURE � BY OTHERS � VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION EASTEFN ARCnIiECiIIFnL S�SiEMS I �P /� A ONISION OF �,��'I I 1�I� � ��(� EPSiERNNELPLSVPP�v `\��\� R• LO//�/�/ • �..�.,.....'.'.�n�^:�.,a.,...: FoaT��ivERS RORIo.�.un ��\'��E N��"9 �/i ' ` eow�:-�xoa ��.'�,\ S�.,tf' i NOTES. SERIES 1441 VINYL SINGLE HUNG �*• Oy6}�51 *� 1 1NTERIORANDEXTERIORFINISHES.BYOTHERS, 54 X 72 ��+ t��('k� - NOTSHOWNFORCLARITY INSTALLATION DETAILS ��', S7ATE OF :�` 2.PERIMETER ANO JOINT SEALANT BY OTHERS TO BE DRAWN: DwL NO �[v i'c �C ORI�Q:'�'Z'�� DES/GNED INACCORDANCE WITHASTM E2712 //FS'•.�, �j � scaM NTS o"rE 7/29/OS 08 5005480F 5 B ��Sj�NAL�E?�� - - - - � RE�iSi�N� � J i�Z MI�J I RE� D''SC�ai Dtt[ � ROVED EDGE D��*ANCE -- --- 'ov ,Po A MANUFACiUREi2�5 NAM[ CHANGE 03/0�/09 !tL. CONCRETE/MASONRr �f — y e -- — - — BY OTHERS y ° e aa$ —� B REVISED PER IJFW CERTIFICAl10N 08/20/14_L.L � ° � � ` 1 1/4 MIN. a OP�IONA(. 1X BUCK I ,, , a a � � °cd a a < EMBEDMEN7 SEE nlOTES 3 — 7 � `� _a_ _� � �/�" MiN. SHEET 1 � - EMBEDMENT 1 �� —� � i �� CONCRETE/MASONRY - II-� -i J�.. MAX. � BY OTHLRS °e BACKER ROD — I-��— S'�inn SPACE & APPROVEU OPTIONAL 1X BUCK - v _� �/4�� MAX � � SHIM SPACE SEALnNT rj SEE NOTES 3 - 7 = oI �� SHEET i � i,�� a o 7 I - 3/�6" iAPCON 3/16" TAPCON – i � � , � � INTERI R I I � o o I` � � ` �O i'�]� OO IJ � D } o°v o I �_� —� I � 2 ll�z.. v , I � '_ _ O Q MIN. o i I � EDGE v � � _____ �I DISTANCE � O � IL,� v o O EXTERIOR � 1NTERIOR �_ a ° SBACKER ROD EXTERIOR ` & APPROVED S SEALAnT S JAMB INSTALLATION DETAIL � CONCRETE/MASONRY INSTALLATION BACKER ROD u � 3/i6" TAPCON & APPROVED SEALANT 1/4" MAX NOTFS: I pPT10NAL 1 X BUCK �\ o � �H;M SPACE I SEE NOTE 3 — 7 � 7 INTERIORANDEXTERIORfINISHES,BYOTHERS, ; SHEET 1 NOTSHOWNFORCLARITY , �� 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE � y �� } DESIGNED IN ACCORDANCE WITH ASTM E2112 I CONCRETE/MASONRY � � BY OTHERS a ° ° " °, e•s*eavaac�rtecruaus.srcMs '� < °a 1 1 4" MIN. �iP .orv�sionor \1��I�f1J� �, � � � - /�astern EnSTERNUEinLSVPPIv ,•� %, ^a^ a , EMBEDMENT � P.. - ��o�,,��ua ao ��J�`', R M�'�9�� , a ° ° , �...................._....�.,,..,, ror+r vees ao io.nsn `v • \(�'E S tP i �8 va_ eowax-�zw � .� �'. � ° a SERIES 1441 VINYL SINGLE HUNG �*• py6�51 *_ 54 X 72 — �{7c,a�vc(� 2 1/2'� MIN. ___I INSTALLATION DETAILS f��( � •a� EDGE D iS T ANCE �0, TAT OF t� CONCRECE/M SONORSYINSTA�LAI�ON AR�N: DWG No. OS-00558 RB �oii�d'Sj(�R�O�G\��\ SCALE NTS DaiE 7/29/08 SHEEi S OF 5 ��/i��NA`1E�� ' Flor,da Building Code Online Page 1 of 4 1 -;:��-�-, ..� ..�.�.,»....W..........�.. .-.-�•....... .,.. .. ... .W...... 3 ^ - �Yf�o'r'a� ..' yw , �: - r - • . . ' , . k, f'��'i'.' � �:€Y�i3` ��.,.., , 4^``Y�;' ,;'��j-•`ii �:n�n �i�j�N� „y� ��. :3.'.$.. - • � '• _ ct,. i"' aj ��`� '44 �ti a'�a•y T�. gy�'��x . .+. ... <n,.,;".. •P �l. . ........�<_w.�......................Ad..V _ a.lw1�fiS1 ' .. .,. .. ._._ .., ...._ . _... __..,. �<.__ ._ •J,'�'""'..>z:..e'.�7�-ti.;".i,i':e..�'.�'�.�..�.r.w?.ly...-,�; prpt72r'd":.i�i.....,�.'>, `��;`�� .mF�L' `rs'.;,;.» ^fl�': BCIS Home Log In User Registration r Hot Topics Submit Surcharge S[a[s&Fac[s Publications z FBC S[aff BCIS SRe Ma0 lmks Search .:+` j t �.. i, i� U v;: � � J `Y�n�" Product Approval ��„ f�,;'� �USER:Publit User Product Aooroval Menu>Product or Aoolication Search>Aoolication List>Application Detail _`. Y � -'':Y°-�'i�. ° FL# FL14608-R4 't '� .��.�.'_ ...:.i Application Type Revision Code Version 2014 � Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission iF necessary Comments Archived Product Manufacturer Eastern Architectural Systems Address/Phone/Email 16341 Domestic Ave. , Ft. Myers, Fl.33912 (800)432-2204 Ext4314 th o a rd @ e a ste r n m e ta I.co m Authorized Signature Timothy Hoard thoard@easternmetal com Technical Representative Timothy J Hoard Address/Phone/Email 10030 Bavaria Road Fort Myers, FL 33913 (800)432-Z204 Ext4314 th o a rd @ e a ste r n m eta I,co m ' Quality Assurance Representative � Address/Phone/Email Category Windows ' Subcategory Fixed Com liance Method Certification Mark or Listin P 9 Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(oF Standard) Standard Year AAMA/WDMA/CSA 101/I,5.2/A440 2005 AAMA/WDMA/CSA 101/I.5.2/A440 2008 ANSI/AAMA/NWWDA 101/I.S.2 1997 ASTM E1886 2002 ASTM E1886 2005 ASTM E1996 2009 ASTM E1996 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards CertiFied By htt //floridabuilding.org/pr/pr__app_dtl.aspx?param=wGEVXQwtDqsw8ZVNfe8A7Zpdfbq71X7FVfvnYJ2X0. . 9/26/2016 �. • Florida Building Code Online Page 2 of 4 Product Approval Method Method 1 Option A Date Submitted 06/26/2015 Date Validated 08/11/2015 Date Pending FBC Approval Date Approved 08/15/2015 Summary of Products FL# Model,Number or Name Description 14608.1 Series"1000"Aluminum Non- Series"1000"Aluminum Non-Impact Fixed Window Impact Fixed Window Limits of Use Certification Agency Certificate � Approved for use in HVHZ: No FL14608_R4_.C._CAC NI006122_01=R2-signed.odf Approved for use outside HVHZ; Yes FL14608 R4 C CAC NI006122.02-R1-siqned.�df Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +130 0/-130.0 12/31/2019 Other: Maximum Size: 60"x 48" Monolithic or Insulated Installation Instructions glass FL14608 R4 1I 08:02393A..pdf Verified By• Luis R. Lomas, P.E. Florida P E. 62514 � Created by Independent Third Party: Yes Evaluation Reports FL14608 R4 AE 513166A.pdf i Created by Independent Third Party; Yes 14608.2 Series"1500"Aluminum Non- Series"1500"Aluminum Non-Impact Fixed Window Impact Fixed Window 1 - Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14608 R4 C CAC NI006176.01-R2-sianed.�df Approved for use outside HVHZ: Yes FL14608 R4_C__CAC._NI006176_04_R1=signed.pdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +125.0/-125.0 04/30/2020 I Other: Maximum Size 96"x 48" Monolithic or Insulated Installation Instructions '',� glass FL14608_ R4._II 08-02394A,,pdf I I Verified By: Luis R. Lomas, P.E. Florida P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports _F.L.14608..R4_AE. 513167.pdf Created by Independent Third Party. Yes 14608.3 Series"FWI 2000"Aluminum Series"FWI 2000"Aluminum Impact Fixed Window Impact Fixed Window Limits of Use � Certification Agency Certificate Approved for use in HVHZ:Yes FL14608 R4__C CAC, NI009023.01-R3-si.gned_pdf Approved for use outside HVHZ:Yes Quality Assurance Contrect Expiration Date Impact Resistant:Yes 02/28/2021 Design Pressure: +90/-90 Installation Instructions i Other: Maximum Size: 144"x 48" FL14608_,_R4__II 08,-02395A.,pdf i Verified By: Luis R. Lomas, P.E. Florida P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL_14608_._R4_AE,.513168A,pdf FL14608 R4 AE NOA 14-0423.16.PDF i Created by Independent Third Party• Yes 14608.4 Series 1436 Vinyl Non-Impact Fixed Series 1436 Vinyl Non-Impact Fixed Window with Nailing Fin Window with Nailing Fin Limits of Use Certification Agency Certificate Approved for use in HVNZ:No FL14608_.R4 C CAC NI010609-R1-signed.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/31/2019 � Design Pressure: +80/-80 Installation Instructions Other: Maximum Size: 71 1/Z"x 71 1/2", Frame material FL14608 R4 II 08-00557C.odf to be rigid PVC from Deceuninck North America AAMA VeriFied By Luis R. Lomas,P.E. Florida P E.62514 Certified (DEP-1) Created by Independent Third Party: Yes Evaluation Reports FL14608 R4 AE 510 4 A. df Created by Independent Third Party: Yes 14608.5 Series 1446 Vinyl Non-Impact Fixed Series 1446 Vinyl Non-Impact Fixed Window with Flange Window with Flange htti ://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGGVXQwtDqsw8ZVNfe8A7Zpdfbq71X7FVfvnYJ2X0 9/26/2016 ' Flori�a Building Code Online Page 3 of4 � Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14608 R4 C CAC NI010609.01-R1-siQned�df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/31/2019 Design Pressure: +80/-80 Installation Instructions Other: Maximum Size 74 1/2"x 72". Frame material to be FL14608 R4 I1 08-00559C.odf rigid PVC from Deceuninck North America AAMA Certified Verified By• Luis R. Lomas, P.E. Florida P.E. 62514 (DEP-1) Created by Independent Third Party• Yes Evaluation Reports FL14608 R4 AE 510948B.�df Created by Independent Third Party• Yes 14608.6 Series 176 Vinyl Impact Fixed Series 176 Vinyl Impact Fixed Window with Flange HVHZ i Window with Flange HVHZ Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14608 R4 C CAC NI011878 O1-R1 odf Approved for use outside HVHZ:Yes FL1,4608__.R4_C,_CAC NI011878=Rl_.pdf Impact Resistant:Yes FL14608 R4_C CAC NI011879 01-Rl;.pdf Design Pressure: +80 0/-80 0 FL14608 R4 C CAC NI011879-Rl.odF Other: Maximum Size: 72"x 63" Frame material to be Quality Assurance Contract Expiration Date rigid PVC from Deceuninck North America AAMA Certified O1/31/2017 (DEP-1) Installation Instructions FL14608 R4 II 08-02294B.odf Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party• Yes Evaluation Reports FL14608._.R4 AE,.1_3=0328 09-COMP_pdf FL14608, R4_AE. 13-0328:09 Du_pont Sentr.yGlas,pdf FL_14608_,_R4 AE.,_513043B.pdf Created by Indepenclent Third Party: Yes 14608.7 Series 176 Vinyl Impact Fixed Series 176 Vinyl Impact Fixed Window with Flange HVHZ Window with Flange HVHZ Limits of Use Certification Agency Certificate ' Approved for use in HVHZ:Yes FL14608 R4 C CAC, N.I011880.01-Rl.pdf Approved for use outside HVHZ:Yes FL14608__R4 C CAC_NI01188_0-Rl.pdf Impact Resistant:Yes FL14608 R4 C CAC NI011881.01-Rl.odf Design Pressure: +80 0/-80 0 FL.14608_R4_C CAC NI011_881-R1..pdF Other: Maximum Size. 72"x 84" Frame material to be Quality Assurance Contract Expiration Date rigid PVC from Deceuninck North America AAMA Certified O1/31/2017 (DEP-1) Installation Instructions FL14608 R4 II 08-02293B,pdf Verified By• Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL14608 R4 AE 13-0328 09-COMP.pdf FL14608 R4 AE 13-0328 09 Duoont SentryGlas pdf FL14608 R4 AE.__5130426.�dF Created by Independent Third Party: Yes 14608.8 Series 2456 Vinyl Impact Fixed Series 2456 Vinyl Impact Fixed Window with Nailing Fin Window with Nailing Fin Limits of Use Certification A enc Certificate 9 Y � Approved for use in HVHZ: No FL14608_R4 C CAC NI010610-R1-sioned.pdf Approved for use outside HVHZ:Yes FL14608__R4 C_,.CAC, NI010656=R1_signed,.p�lf Impact Resistant:Yes Quality Assurance Contract Expiration Date ' Design Pressure: +50/-50 09/30/2019 Other: Maximum Size• 64"x 84". Frame material to be Installation Instructions rigid PVC from Deceuninck North America AAMA Certified FL14608_ R4.__II__08-00563C,pdf (DEP-1) Verified By: Luis R. Lomas, P.E. Florida P.E.62514 Created by Independent Third Party: Yes Evaluation Reports FL14608.R4 AE 510952A.pdf FL14608 R4 AE NOA 14-0423.15.PDF Created by Independent Third Party� Yes 14608.9 Series 2466 Vinyl Impact Fixed Series 2466 Vinyl Impact Fixed Window with Flange Window with Flange , Limits of Use Certification Agency Certificate ' Approved for use in HVHZ: No FL1�608 R4 C.._CA�_NI010610.01-R1-sianed.�df Approved for use outside HVHZ: Yes FL14608 R4 C CAC NI010656 O1-R1-sianed pdf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure; +60/-60 09/30/2019 Other: Maximum Size. 64"x 84", Frame material to be Installation Instructions rigid PVC from Deceuninck North America AAMA Certified FL14608 R4 II 08-00565C.odf (DEP-1) Verified By• Luis R. Lomas, P.E. Florida P.E. 62514 Created by Independent Third Party• Yes Evaluation Reports FL14608._R4 AE,_5109548�df FL14608 R4 AE NOA 14-0423.,15.P,pF Created by IndependentThird Party• Yes htt�://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqsw8ZVNfe8A7ZpdfUq71X7FVfvnYJ2X0... 9/26/2016 � ' Flori'da Building Code Online Page 4 of 4 Back Ne:t Contac[Us 2601 Blair S[one Roatl.Tallahassee FL 32399 Phone:850-487-1824 The S[a[e of Flonda�s an AA/EEO employer Coovrioht 2007-2013 S[ate ot Florida Prrvacv 5[a[ement Accessibili[v Statement Refund Sta[ement Under Floritla law,email addresses are public records.If you do not want your e-mail address released in response to a publirrecords reques[,do not send electronic mail to[his enOty Instead,contact the office by phone or by[ratli[ional mail.If you have any ques[ions,please contact 850.487 1395.•Pursuant[o Section 455.275(1),Florida Sta[u[es,effec[ive Oc[ober 1,2012,licensees hcensed under Chapter 455,F.S.must provide[he Department with an email address if [hey have one.The emails provided may be usetl for official communication with the licensee.However email addresses are public record.If you do no[wish to supply a personal address,please provide[he Department with an email address which can be made available to the public.To de[ermine if you are a licensee under Chapter 455,F.S.,please click here Produc[Approval Accepts: � � � 4Cre:t � Cr�;c,�� C;<srr; Safe �� y��*� � I�tt .//floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqsw8ZVNfe8A7Zpdtbq71X7FVfvnYJ2X0... 9/26/2016 � �., Rf.viSi0N5� -T'___- REV DESC4i�ti0 DA1E � na�ROVEO A MANUFACIUR�R�S NPME CHANGE C3/04/0? +R.� 8 UPDATEC PER N[w CE�T:FiCFTiONS 06/26/�< R.L - _ _J-. C REViSED iNSTAV.A7;0^� DEiAi�S 06/79/i5 I R L rv;:�i_5. , �0� ANCHORING iNiO n�nSOVRv/;:OrvCRETE uSE 3/'6" �e?CONS wiTH SurFiGENT LENGiH 1 iH; PRODUCT SHOWN HER�Ifv �5 D:_SIGNED AND MANUFACTL'R=U 1.'�. COMPLY WITH TC ACHIEVE A 1 1/4 MINiM14UN EMBEDMENT INTO SUBS�RA?E WITH Z i/2" MINIMUM ECGE REnUIREMENTS OF THE r`LORIpA R'�4LDING CODE. GiSTANCE. LOCATE AN;;nORS AS SHOWN IN ELEVATI015 ANL` !Nc1ALLAT10N DEiAILS. 2 w00C FRAMING aND MASONR` u��NiNG �0 6E DESiGNED n�vD .�uCHOR�D TO PROPERLY 'RANSFER ALL LOADS 10 ��RUC�URE FRAMING AND MASONR:' �F��;ING IS THE �� r�R ANCHORING WTO \SEiAL STRUCTURE USE '�8 SMS OR SFL� DRILLING SCREWS WITH ��SPONSIoIUTY OF THE A�C-.IT=�T pR =NGWEER OF RECGRD SU=FiCIENT LENGTH 70 PCH:EVE 3 THREADS MiNIMUM BEYOND STRUCTURE INTERIOR wALL. 3 'X BUCK OVER MASONRY/CONf'Rfi�" IS OPTIONAL LOCATE ANCHORS AS S�OWn �N ELEVATIONS AND WSiALLA"ON DETAILS. " t 7 ALL FASTENERS TO E3E CORROSION RE5157AN7 � 'NHtRE SHIM OR BUCK THiC%C'vE�S IS Lt55 THAN 1-7/2 Vdi`.1,?G'�V uNITS NUST BE �g i�STALLATION ANCHORS Sr�4Li aE INSTALLED �N ACCORDANC� WITH ANCHOR n�CHORED THROUGH THE FRnrA� I^i 4CCORDANCE WITH MAN�,Jf!•r��F�[R'S PUBLISHED MANUFACTURER'S INSTALLl,T�ON INSTRUCTIONS AND ANCHORS SNALL NOT BE USED IN iNCTqL�ATION INSTRUCTIONS A�;C��;n^S SHALL BE SECUREiY =AS7Eti�ED DIRECTLY INTO SUBSTRATCS WITH S�RtNGir.S LESS THAN THE MINIMUt�S ST.R�NGiti SPECIFIED BELOW' MASONRY CONCRETE OR U?HFR STP,UCTURAL SUBSTRATE Mn?ERiqL n WOOD -- MINIMUM SPECir'IC GRAVITY OF G=0 42 � � �vr��RE WOOD BUCK THICXN=55 � ,-1/2" OR GREATER, B�.JC% �-+ALL BE SECURELY B. CONCRETE - MIN�Ml1v ;:'JtitPR�SSIVE STRENGTH OF 3 i92 Pj�. �ASTENED 10 MASONRY, CONCF'i i[� �R OTHER STRUCTURAl. �U95TRATE. WINDOW UNITS MAY . MASONRY - STRENGii-+ CONFORMANCE TO ASTM C-90 GRADE N. TYPE t (OR GREATER) oF :.PJCHOREG THROUGH FRA,U� �G S:CURED WOOD BUCK �� „�ORDANCE WITH D METAL STRUCTURE. Si=EL BGA, 33K51 OR AUJMWUN 6063-TS 1/8�� THICK MINIMUM '�ANUFACTURER'S PUBLISHFD IWS�ALLATION INSTRUCTIONS. �9 UNITS MAY BE INSTALLEO WIiN OR WITHOUT ADD-ON FLANGE o IVHERE �x BUCK IS NOT USci' .:'SSIMI'.AR MATERIALS MUS� �; 5;.°ARAiED WITH APPROVED ?0 GEOMETRIC SHAPES ARE FlL�^� APPROVED APPROvED �COMEiRIC SHAFES DIMENSIONS COnfirvG OR MEMBRArvE SELE(:��ON GF COaTiNG OR MEMBRanI� �S iHE RESPONSiBiLiTv OF ��A�L NOT ExCEED wSCk�BED UIMENSIONS OF APPROVED RECianIGULAR nSSEMB�r SNOwh ;= ARC.�ITECT OR ENGWE�R D- ?;CORD iN SHEET 2 GEOMETRiC 5-�aPES ARE N0T unniTED Tp StiaFES SNOWN �EREw. i 9UCK5 SHALL EXTEND BEYOti� `NItipOW INTERIOR FACE SO iHF,I i UL� FRAME SUPPORT IS �� UNITS MAY BE INSTALLED WIT•i OR WITHOUT FLANGE. pROviDED � FGR FW INSTALLATION SHIM a5 VE�DEC FOR FRAME INSIAL�A�IJN SHIM AS REOUIRED Ai �ACH ANCHOR I.00ATION WiiE; ;OPp BEARING SHIM. SHIM WtiERF S�ACE OF 1/16" OR GREF�TER OCCURS. MAXIMUN AIL�iWARL� SHIM STACK TO �� i!� 9 Sr-iMS ShaLL BE LOCnrED nG.-!�Ci: a,vD y�nDE FROM MaiFniq�; nNC THICKNE55 CAPnBLE OF SUSTAINING APPLICABLE LOAJ� '0 WND LOAD DURATION FACTOR i,d='� 6 NJAS USED FOR WOOD ANCh�OR CALCULATIONS. t' �RA�nE MAfERIAL EXTRUDED R;GD PVC '�2 UNiTS MUST BE GLAZED PER �S�M E1300-04 �3 a�PROVED iMPACT PR07ECTN= ;�5'EU �NOT REOUIRED FOR t��S PRODUrT iN WIND 50RNE UEBRiS REGIONS. �4 rCk AVC�ORiNG INTO WOOD �RAu!uG 0� 2X BUCK USE �8 w00D SCREWS WiTH SUPFICIcNi LENGTH TO ACHIEVE A � 1/4" MINIMUM EMBEDMENf INiO SUBSTRATE. LOCATE ANCriORS AS SHOWN IN ELEVAI�Q�,'S AND INSTALLATION DETA;LS. SIGNED•06/22/2015 ERSiERN 4FC�1lELLUF�L S�SiENS '�� P DNISION Oi �1`1 I I�'�� `�'��`�..��is`� � ,�us.kRVME.a�s.Po�. \\��J�g R� LO��i �.....�...�..on....e....�e.,... roa.urensrioaio.»9ix `� •��CEA/S "gcP�i eooau.zaw F. � 1446 PICTURE WINDOW ±ro� /i�l0,�51 :*- TA�LE OF CONTENTS ^ 75 x 72 J i/;,�(�4 �_ _ ELEVATION AND GENERAL NOTES �0 STAT OF .t4� SHEET NO DESCRIPIION DRAWN. DwG N0. REV �i��'�`FS'cCpR�OP G�Z'�� 1 ELEVAT'ON AND GENERAL NOTES AAM DATE OS 500559 C �ij�s�pNAL1E�� 2 INSTAL_ATION DETAiLS NTS 7/29/08 1 OF 4 RCviSioNS — 74 1/Z MP.,C. �RAME WI�TH — �—� REv '�ESCRiPTiON cnT� P ROVE� i-- -- — —�--- i I A MANUFA(:ii)R�R 5 NAME CHANGE C3/04/09 R L __ g" tJ,Pk -I---i � 6 1�L YiAX. 0 C. � 5�� _— I I 9 JPDa.TED ?ER NEW CERTIflCAT10N5 06/26/ia R L. �--I_ —�__— C REVtSED i��;STnL:A_i0n DETAILS _l 06/�9/75 I R.L � � __—_ — 6" MAx. I�I--- ------- � —� I 1 -- �� ' � jl� �\ i ,; �-- !! ;� �" Mnx o; I�i I� �----- ,�, � I 72" I�' � 56 7/3.. MAX li I MAX FRAME I I \\ I D L 0 HEiGHT �� I� � �I� i i i% � � �Ij I, \\ i I �I I ' � —� �-- --— � I I 69 1/2 MAX. D L 0 --�, 1446 PICTURE WINDOW EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING +80.OPSF NONE SIGNED•06/22/2015 �,.s.[RN nRcrrtEcr�w.�svsreus c �y ao��s�o�oF �\5 R' �J/��i ��L��t�jr�Li FASIERNNETNSVPRY �� / .Ni WUEst�CnvE \ �'f A „ FOPiMYERS.fLOaIDa3J9tt `��.��GEMS� yI� �......,.,,....oe.......,.,.,e�, ., aro-�ax-zxa 1446 PICTURE WINDOW =�• /r�lo,.-6�'51 •��= 75 x 72 '//-`-(af'f� ELEVATION ��fyYSTATE OF ;t4� O�• F �� DRAWN� DWC NO. REV /�i�s �OR1�!Q:,G��'�� SCALN1E DATE OS 500559 C /�/�S�ONAL,;\,��\\ N7S 7/29/OS 2 OF 4 a _ 1�2�� 11N I 4EVi5iGN5 '� EDGE DISTANCE REV -- pESCR!PiiON - --- OAIE APPROVCD 3/4" MiN _� �.�Ein� � I WOOD FRAM!NG —�_ � S�RUCTURE EDGE DISTANCE � I A lA�UFACTURER'S NAM; CHAUGE 03/0�/09 R L ___ OR 2x BUCK � ; BY OTHERS BY OTHERS � I � I B UPDATED PER NEW CERTIPICATIONS 06/26/14 R.L. / � � 1 3��5'� MIN. 9� � C REviSED INSTA�LlTiON DETqiLS 06/19/15 R.L / i ��n6EDMENT1 � __� i — _ f �/4" Mqv /.. ,�-----� '� - I 'I �` SHIM sParE INTERIOR APPROVED —� � � � J APPROVEC {� / � 3/�� MIN 1 4 MAX 1 4" MAX. SEAIANi SEAIANI J EDCE DISiANCE - SH!M SPACE SHINi SPACE � I i �'10 SMS OR �10 WOOD —� � SELF DRILLING � SCREW �'10 SMS OR SCREWS — SELF DRILLING APPROVEL` SC^nEW SEALANT - ---- — . O �ii � �i EXTERIOR MEinL J I II STRUCTURE BY o�rERs JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION EXTERIOR INTERIOR t 3/6" b�l�,. 1/�" MAX EXTERIOR 1NTERIOR i EMSEDnnENT �� ` SNiy� 5�'nC� � I 1�2�� MIN I E�GF DiSTnNCE I i � � ; 1NTER10R G � � � � O ryio w000 N�o sMs oR ��scREw � SCREW APPROVED SELF DRILLING _ APPROVED SEALANT SCREW SEALANT 1/4�� MAX WOOD FRAMING � � a � -- � ,iHIM SPACE O 1/4" MAX. OR 2X �UCK � sr1iM SPaCE BY OTHERS EXTERIOR I APPROVED WOOD FRAMING ' META� � OR 2X BUCK 1 3/8" MIN STRUCTURE SEALANT BY OTHERS EMBEDMENT BY 07HERS JAMB INSTALLATION DETAIL } WOOD FRAMING OR 2X BUCK 1NSTALLATION �/2" MiN. ^_I 3/4" MiN. SIGNED•06/22/2015 EDGE DiSiANCE EDGE DiSTANCE EASiERN�RCMIiEGTUFPL5Y5iEM5 �� -��- �'��tern �iEFNM1E A�LSvePlv .•��` R. L a'%,, VERTICAL CROSSSECTION VERTICAL CROSSSECTION � � - Fsx�oouesnca� ��J�C:' •�q�/i ORTMYERS.RORIOASt9�2 \V,•�\GENS�-.s i WOOD FRAMING OR 2X BUCK 1NSTALLATION METAL STRUCTURE INSTALLATION •_"'"••"'.•"""•.'"""'"' eaao�xm, � NOTES: 7446 PICTURE WINDOW _*' Oy6�51 '�'- 7 INTERIOR AND EXTERIOR FINISNES,BV OTHERS, �5 x �2 _"��'�'��\ NOTSHOWNFORCLARITY INSTALLATION DETAILS �, TAT� OF • 2.PERIMETERANDJOINTSEALANTBYOTHERSTOBE ortnwN: owc NO REv %�'°F.S;:c�ORI�Q:G��'�� DESlGNEDINACCORDANCEWITHASTME2712 5 AM DATE OS 500559 c ��i�s�ONAt,E?�� NTS 7/29/08 3 OF 4 Z 1�L MIN REVISiON$ I� EDGE DiSTANCE i aEv ocsc��ai�na onre—rI �'�Rov�o CO�CRFTE/MASONRY —�-0—�--,.I , � A MANUFACTURER'S NA�.nE CH�NGE 03/OS/09 i�______ BY OIHERS °° a e a �i�.' i �B UPDATED PER NEW CERiiFICAiIONS 06/26/14 �R L. � �e � � a � ` ° u ,� 1 1�4" MIN. C REViSED InSTnLLAiiOa D�iniLS 06/i9/�5 ^� OPTiONAL �x BUCK — ` ° � ., < 8 ° a II EMBEDMENT / __. � ---- TO BE PROFERLY � ? J �Er��BEDMENT SECURED � � I SEf rvOTE 3 SHEET t I i CONCRETE/MASONRY �_ � B� 0'HERS � APPROVED � O I � I SEALANT ��4 MAN -� OPiIONAL iX BUCK � � _ 1/4" MAX SHIM SPACE TO 9E PRO�ERLY I SHIM SPACE SECURED o �j � � SE� NOTE 3 SHEET 1 •� 3/16" TAPCOn' 3/16" TAPCON a ` I \ ;�_. • � ' INTERIOR I � �am�amnnuum#- �� z �/z" < EXTERIOR 1NTERIOR MIN. ° , ',' _ EDGE J� -- DiSiANCE o' � I/ O a � �--- 4 � � � \ EXTERIOR � ` APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATlON APPROVED — SEALA�T � 3/16" TAPCON NOTES. 1 INrERIOR AND EXTERIOR FINISHES.BY OTHERS. i/a MAX NOT SHOWN FOR CLARlTY OPT!ONAL iX BUCK — � � � SNIM SPACE 2.PERIMETERANOJOINTSEALANTBYOTHERSTOBE TO BE PROPERLY DESlGNEDINACCORDANCEWITHASTME2772 SECURED SEE NOTE 3 SF{EET t — 1 CONCRETE/MASONRY - Bv oTt�ERs , ° a ° a a �—� SIGNED�06/22/20i5 � � 1/4" MIN FSiERNAPGMIIEtNFALSYSTEMS 11II' �a� ° ° �a e I EMBEDMENT �,s.er+N�Ei��s.PP�. \ / e a a a � e —� East�rn °� ° ,,��5 R. �'o�,,, $ � � � �A F6lii�VNESitCAVE � q � - - ° a�1--- ._..�....,.�.e,...�a�'o:� O EFS.RJR�WT9II ��•��GENSF;,s,�� _ eoo.ax-z1a i �aa2 t/2" Minl 7446 PICTURE WINDOW -*'• 0y�51 �� EDGE DiSTANCE 75 x 72 _,a�!rH,r��` INSTALLATION DETAILS ��0, TAT OF VERTICAL CROSS SECTION ORnWN. DWG N0. REV ��'��.•'cCOR�OP.'�� CONCRETE/MASONRY INSTALLATION / S�`•.•- G � scaM onTe OS 500559 C �//�S�ONA 11E?��\ NTS 7/29/08 4 OF 4 T Floril a Building Code Online Page 1 of 5 .. . . __ _ ; µ. .f �---�:- ___— —�------- __,__ , _ __._.. ._._ -, �-- : �w-�-�:��€.. _�;�=.="�`..-� !"', r��,:.�_ � ,..,:a�.;. ,., ; � . ,�' � [ ' `}�'`I,�i1 u �� M�;:s.3! ��.:� - �;. .. -- ;x',+�. '... '�;. ' y f ._ .i�,�f�,� � �(��'�'y:�.� ''si'��'t*_ .�.�,°.;,,f''3�.?,A.F,:`�..","t§ssg�'f€.3.�,;'�+s}�}'y1.P:�;�9ld�f }' , .'_�N',r,\t.�,�t`t ,'�,d�.�.��,�1:="a�� ,i<� o, ,i L.. '�� ... €.. �tv.�_.....� ... .... �.....« w ...... ...,,.. .,�.... .. ��'�3��4i:-�,-., '*.",....,«. ..,;��'tM'�:i:`.i�L{i��_..��`o� .� .. ,. , . ,_ . �. .,. �..._�:J.:l"..v...'i.'.�.......... ....._;a:a,,.... BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Fac[s Publica[ions FBC Staff � BCIS Si[e Map Links Search i fG(1"d � � ��;�Product Approval �, � ;�',;.: USER:Pubhc User Product Aooroval Menu>Produc[or Avnhca[ion Search>Aoolica[ion Lis[>Appliwtion De[ail ;� y} . ,. . „,{ �:' • ��=.,�_�•= � FL# FL14605-R4 . ... =,�zstsr_,.,- .._ Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and retified by the POC and/or the Commission if necessary Comments Archived Product Manufacturer Eastern Architectural Systems Address/Phone/Email 16341 Domestic Ave. Ft. Myers, FL 33912 (800)432-2204 Ext4314 thoa rd @ ea ste rn m eta I,co m Authorized Signature Timothy Hoard thoard@easternmetal.com Technical Representative Timothy J. Hoard Address/Phone/Email 10030 Bavaria Road Fort Myers,FL 33913 (800)432-2204 Ext4314 thoard@easternmetal.com Quality Assurance Representative Address/Phone/Email Category Exterior poors Subcategory Sliding Exter' Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2005 ANSI/AAMA/NWWDA 101/I.S.2 �1997 � ASTM E1886 2002 ASTM E1886 2005 ASTM E1996 2005 � ASTM E1996 2002 � i TAS 201 1994 TAS 202 1994 TAS 203 1994 i Equivalence of Product Standards II Certified By htt .//floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqsw8ZVNfe8A7UJN]xUeoVLgRz%2bv3... 9/26/2016 Flori a Building Code Online Page 2 of 5 Product Approval Method Method 1 Option A Date Submitted 04/06/2016 Date Validated 04/13/2016 Date Pending FBC Approval Date Approved 04/13/2016 Summar of Products FL# Model,Number or Name Description 14605 1 Series 600 Non-Impact Aluminum Series 600 Non-Impact Aluminum SGD SGD Limits of Use Certification Agency Certificate Approved for use in HVH2: No FL14605 R4 C CAC NI006120.01-R2-siqned,odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2020 Design Pressure: +60.0/-60.0 Installation Instructions Other: Maximum 3 Panel,Multi-Track, Bypass FL14605 R4 II 08-02675.pdf VeriFied By• Luis R. Lomas, P E. 62514 Created by Independent Third Party Yes Evaluation Reports FL14(Q5 R4 AE 5,13450,Adf Created by Independent Third Party Yes 14605 2 Series 600 Non-Impact Aluminum Series 600 Non-Impact Aluminum SGD SGD Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14605 R4 C CAC NI006119.01-R2-signed.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2020 Design Pressure: +80.0/-80 0 Installation Instructions Other: Maximum 4 Panel, Multi-Track, Bypass FL14605. R4_II 08=02691,.pdf Verified By• Luis R. Lomas, P.E 62514 Created by Independent Third Party Yes Evaluation Reports FL14605 R4 AE 5,1.3466,pdf Created by Independent Third Party: Yes 14605.3 Series 623 Impact Vinyl SGD Series 623 Impact Vinyl SGD Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14605 R4 C CAC NI011134-Rl.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes OS/31/2021 Design Pressure: +50.0/-50.0 Installation Instructions Other: Maximum Size: 144"x 96"3 Panel 6ypass, 2-Track. FL14605 R4 II 08-01671A.odf FRAME MATERIAL TO BE RIGID PVC FROM DECEUNINCK Verified By Luis R. Lomas, P E. 62514 NORTH AMERICA AAMA CERTIFIED(DEP-1) Created by Independent Third Party• Yes Evaluation Reports FL14605._R4._AE_512351A,pdf FL14605 R4 AE NOA 14-0423.17.PDF _...... ......... Created by Independent Third Party: Yes 14605.4 Series 623 Impact Vinyl SGD Series 623 Impact Vinyl SGD Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14605 R4 C CAC N1011134.01-Rl.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes OS/31/2021 Design Pressure: +50.0/-50 0 Installation Instructions Other: Maximum Size� 192"x 96"4 Panel Bypass, FL14695 R4 II OS-01670A.odf 2-Track.FRAME MATERIALTO BE RIGID PVC FROM Verified By: Luis R. lomas, P.E. 62514 DECEUNINCK NORTH AMERICA AAMA CERTIFIED(DEP-1) Created by Independent Third Party� Yes Evaluation Reports FL14605 R4 AE 512350A.Ddf FL14605 R4 AE NOA 14-0423.17.PDF _._.._.._.._...-------...._....._....---._....------ � Created by Independent Third Party• Yes � 14605.5 S 'es 623 Non-Impact Vinyl SG Series 623 Non-Impact Vinyl SGD Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1n605 R4 C CAC NI011134_02-Rl.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/30/2021 Design Pressure: +50 0/-50 0 Installation Instructions Other: Maximum Size 144"x 96"3 Panel Bypass, 2-Track. FL14605 R4 II 08-01673A.odf Verified By• Luis R. Lomas, P.E. 62514 http:i/�loridabu ilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqsw8ZVNfe8A7UJNIxUeoVLgRz%2bv3... 9/26/2016 Flor�da I3uilding Code Online Page 3 of 5 • FRAME MATERIAL TO BE RIGID PVC FROM DECEUNINCK Created by Independent Third Party: Yes NORTH AMERICA AAMA CERTIFIED (DEP-1) Evaluation Reports FL14605 R4 AE 512353A_pdf Created by Independent Third Party; Yes 14605.6 Series 623 Non-Impact Vinyl SGD Series 623 Non-Impact Vinyl SGD Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL14605 _R4 C CAC NI01.1134 03.-R3.,pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/30/2021 Design Pressure: +50.0/-50.0 Installation Instructions Other: Maximum Size• 192"x 96"4 Panel Bypass,2-Track. FL14605 R4 .II_08-01672A.odf FRAME MATERIAL TO BE RIGID PVC FROM DECEUNINCK Verified By• Luis R. Lomas, P.E.62514 NORTH AMERICA AAMA CERTIFIED(DEP-1) Created by IndependentThird Party: Yes Evaluation Reports FL14605 R4 AE 512352A.�df Created by Independent Third Party: Yes 14605 7 Series FD8100 Impact Aluminum Series FD8100 Impact Aluminum SGD SGD Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes F..L..1..4605„__R4 C, CAC„_NI009416.02-R2_Qdf Approved for use outside HVHZ:Yes FL14605 R4 C CAC NI009416.03-R2.odf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: N/A 06/30/2021 Other: See drewing for Design Pressures. Maximum 4 Installation Instructions Panels, Multi-Track, Bypass FL14605 R4 II 08-02673.�df Verified By: luis R. Lomas, P.E. 62514 Created by Independent Third Party• Yes Evaluation Reports FL14605. R4._AE.,_513448_pdf FL14605 R4 AE NOA 14-0423.16 Saflex HP PDF -----.........----..... .. _......._.._.._................ ...... Created by Independent Third Party: Yes 14605.8 Series FD8100 Impact Aluminum Series FD8100 Impact Aluminum SGD SGD Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14605 R4 C CAC. NI009021.01-R2�signed.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/31/2021 Design Pressure: +90/-90 Installation Instructions Other: Maximum 5 Panels, Multi-Treck, Bypass,with and FL1.4605 R4_II„08-02674,pdf without Pockets. Verified By �uis R. Lomas, P.E.62514 Created by Independent Third Party: Yes Evaluation Reports FL14605_R4_AE.._513449,pdf FL14605 R4 AE NOA 14-0423.16 Saflex HP.PDF Created by Independent Third Party: Yes 14605 9 Series FD8100 Impact Aluminum Series FD8100 Impact Aluminum SGD 135deg SGD 135deg Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14605.._R4_C CAC„NI010632-R4-signed,pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 10/31/2020 Design Pressura: +50/-50 Installation Instructions Other: Maximum 8 Panels, Multi-Track, Bypass, 135deg FL14605 R4_._II 08-02669,pdf Corner, with and withoul pockets. Verified By• Luis R. Lomas, P E. 62514 Created by Independent Third Party• Yes Evaluation Reports FL14605 R4 AE 513444.�df FL14605 R4 AE NOA 14-0423.16 Saflex HP.PDF Created by Independent Third Party: Yes 14605.10 Series FD8100 Impact Aluminum Series FD8100 Impact Aluminum SGD 135deg or 90deg SGD 135deg or 90deg Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14605 R4 C CAC NI0090A4.01-RS-sgned.pdf Approved for use outside HVHZ: Yes FL.14605 R4._C CAC. NI009044.02=R1_signed.pdf Impact Resistant:Yes FL14605.__R4..C_.CAC NI009044_03:Rl:si.gne_d__pdf Design Pressure: N/A FL14605 R4 C CAC NI010632.01-R2-signed.pdf Other: See Drawing for Design Pressures. Maximum 8 FL14605 R4 C CAC__NI010632.02-R1-signed.pdf Panels, Multi-Track, Bypass, 135deg Corner,90deg. Corner FL14605, R4.__C CAC NI010632-R4-si.gnecl;,p_d._f with and without Pockets. Insulated Impact or Impact Only Quality Assurance Contract Expiration Date Glass OS/31/2020 Installation Instructions FL14605.,_R4 I I__08-0273�df Verified By: Luis R. Lomas, P.E.62514 Created by Independent Third Party: Yes Evaluation Reports http://�loridabuilding.org/pr/pr_app_dtl.aspx?param=wG EVXQwtDqsw8ZVNfe8A7UJN IxUeoVLgRz%2bv3. 9/26/2016 � Florida Building Code Online Page 4 of 5 � FL,14605 R4_AE 51,3516,_pdf FL14605 R4 AE NOA 14-0423.16 Saflex HP.PDF Created by Independent Third Party: Yes 14605.11 Series FD8100 Impact Aluminum Series FD8100 Impact Aluminum SGD 90deg SGD 90deg Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL1,4605 R4 C CAC NI009044_O1_=R5-signed,.pdf Approved for use outside HVHZ:Yes FL14605 R4 C CAC NI009044.01-R6-siqned.ocJf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: +60/-60 OS/31/2020 Other: Maximum 8 Panels, Multi-Track, Bypass,90deg Installation Instructions Corner,with and without pockets. FL14605 R4 II 08-02670.odf Verified By• Luis R. Lomas,P.E.62514 Created by Independent Third Party: Yes Evaluation Reports FL14605 R4 AE 51�44S.Ddf FL14605 R4._AE.._NOA 14-0423.16.S�flex HP PDF Created by Independent Thirci Party: Yes 14605 12 ' Series FD8100 Impact Aluminum Series FD8100 Impact Aluminum SGD with S'0 Panels SGD with 5'0 Panels Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14605 R4 C_,CAC_._N_I009416.04-R2,pdf Approved for use outside HVHZ:Yes FL14605 R4 C CAC NI009416_O5,-R2,,pdf Impact Resistant:Yes FL14605 R4 C CAC_NI009416.06-R3.odf Design Pressure: N/A Quality Assurance Contract Expiration Date Other: See drawing for Design Pressure Maximum 4 OS/31/2021 Panels, Multi-Treck, Bypass with 5'0 Panels Installation Instructions FL14605 R4 II 08-02672.odf Verified By: Luis R. Lomas,P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports F L 14605,_R4_AE,__S 13447,p d f FL14605 R4 AE NOA 14-0423 15 075 Sea Storm.PDF _.... ...._. ..... _..._......._.._..._....__..._..._.......------._._..._. FL14605 R4 AE NOA 14-0423.16 SaFlex HP.PDF - ----...._..----.._..__...._.._.._..------------_...___---- Created by Independent Third Party• Yes 14605 13 Series FD8100 Non-Impact Series FD8100 Non-Impact Aluminum SGD Aluminum SGD Limits of Use Certification Agency Certificate Approved for use in NVHZ: No FL14605,_._R4__C CAC NI009021_02-R4-signed_.pdf Approved for use outside HVHZ:Yes FL14605 R4 C CAC NI009021.03-R3-signed.pdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +70/-70 OS/31/2021 Other: Maximum 5 Panels, Multi-Treck, Bypass,with and Installation Instructions without Pockets. FL14605 R4 II 08=02671.odf Verified By: Luis R. Lomas, P.E.62514 Created by Independent Third Party: Yes Evaluation Reports FL14605 R4 AE 513446.Ddf Created by Independent Third Party• Yes 14605 14 Series FD8100 Non-Impact Series FD8100 Non-Impact Aluminum SGD 135deg Aluminum SGD 135deg Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL_14605 R4 C CAC NI010633.01-Rl-sicLned.�df Approved for use outside HVHZ:Yes FL14605 R4 C CAC NI010633-R2-signed.pdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +50/-50 12/31/2020 Other: Maximum 8 Panels, Multi-Track, Bypass, 135deg Installation Instructions Corner,with and without Pockets. FL14605 R4 II_08.-02468.pdf Verified By• Uis R. Lomas,P.E. 62514 Created by Independent Third Party• Yes Evaluation Reports FL.14605 R4 AE 51,344,3_.__pdf CreatecJ by Independent Third Party: Yes 14605.15 Series FWI 6000 Impact Aluminum Series FWI 6000 Impact Aluminum SGD SGD Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL1.4.605 R4_C...CAC.NI009448.02-siqned._pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 10/31/2020 Design Pressure: +45/-45 Installation Instructions Other: Maximum 3 Panels, Multi-Track, Bypass,with and FL14605 R4 II_08-02734..pdf wiChout Pockets. Verified By Alexis Spyrou, P.E. Flroida P E. 68101 Created by Independent Third Party� Yes Evaluation Reports FL1460_5_R4 AE„_5,13518,.pdf http:// oridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqsw8Z,VNfe8A7UJNIxUeoVLgRz%2bv3 . 9/26/2016 � Florida Building Code Online Page 5 of 5 FL14605 R4 AE NOA 14-0423.17.PDF • __._............. Created by Independent Third Party: Yes 14605 16 Series FWI 6000 Impact Aluminum Series FWI 6000 Impact Aluminum SGD SGD Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14605 R4__C CAC NI006179_O1_-RZ=signed,� Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/30/2020 Design Pressure: +80/-80 Installation Instructions Other: Maximum 4 Panels, Multi-Track,Bypass FL14605 R4 II 08=02676..pdf Verified By: Luis R. Lomas, P.E.62514 Created by Independent Third Party• Yes Evaluation Reports FL 1460 S_.R4._AE,_51_3451.,pdf FL14605 R4 AE NOA 14-0423.17.PDF Created by Independent Third Party: Yes Back Next Contact Us 2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO emDloyer Coovrioh[20074013 S[ate of Florida. Privacv S[atement Accessibilitv S[atement Refund Statement Under Florida law,email addresses are public records.If you do no[wanc your e-mail atldress releasetl in response to a public-records request,do not send electronic mail[o this entity Ins[ead,contac[the o�ce by phone or by Iradi[ional mail.If you have any questions,please wntact 850.487 139i�Pursuant to Sec[ion 455.275(1),Floritla Sta[utes,effec[we Oc[ober 1,2012,I�censees licensed untler Chapter 455,F.S.mus[provitle[he Department with an email address if [hey have one.The emails Drovided may be use0 for official communica[ion wi[h the hcensee.However email addresses are public record.If you Oo not wish[o supply a personal address,please provitle[he Departmen[with an email atltlress which can be made available to the Dublic.To determine if you are a licensee under Chapter 455,F.S.,please click here Product Approval Accepts: � � ,eRapA � Credit C2rd Safe http:�/floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqsw8ZVNfe8A7UJNIxUeoVLgRz%2bv3... 9/26/2016 � ----- --- -- - - - - - - IR[VlCipti$ IREV DESCRiPiiOrv pATE I o�4CVEi1 � A REVISED �NSTALLATION Dt�4iL� 06/22/15 I?l4 L�—_— —__ NOTES. 14 INS�r�L�AT10N ANCHORS SHALL OE INSTALLED IN ACCORDANCE WIiH ANCHCR i THE PRODUCT =HOWN HEREIN IS DESIGNEU AND MANUFACTUREG TO COMPLv WI1H MPNUFAC?URER'S INSTALLAl10N !NSiRUCT10N5 AND ANCHORS SHALL NOT 9E USED IN REOUIREMENTS OF iHE FLORIDA BUILDING CODE SU35iRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPEC!FIED BELOW' 2 WOOD FRAMING AND MASONRY OPENING i0 9� DESIGNED ANC ANCHOREL' '.0 PROPFRLY q, WOOD — MINIMUM SPEC�FIC GRPViTY OF G=0 42 TRANS�ER nLL LOADS 70 STRUCiURE �RANihG atvD MASONRv OPENiNG iS ?NE B CpNCR�iE — MINIMUM COMPFE�SivE STREnIGTH OF 3,�92 P9 RESPOVSIBILI?r 0� T!�E ARCr�ITECT OR E�vGtNEER OF RECORD C. rnu.SCNBv — STRENGTH CO\FCY"�An�CE TO ASTM C-90, GRADE ti, i�?� t (OR GREATER) 3. tx BUCK OVER MASONnv/CONCREiE 15 OP�IGNAL WHERE 7X BUCK �S NOT USED D. �dE�4L S7RUCTURE. STEEL '8GA 33KSI OR ALUMINUM 6063—TS �/8 -H�CK MINIMUM DiSSIMILP.R tv1AiERiALS MUST BE SENARATFi, wiiH APPROVED COAiiNG OR MCM6RANE 15 APPkO`✓;D CONFIGURATIONS. OX, x0 OXO SELECTION OF COATING OR MEMBRANC I� i'�i; RESPON5181LIT1' OF iHE ARCHITECT OR ENGiNEER 0� f2ECORD a AL�OWABLE STREcS wCREASE OF 1/3 WaS NG7 USED IN THE DESiGN OF iHE PRODUCT SHOWN HEREiN WIND LOAD DURATION �nC'�OR Cd=1 6 WAS USED FOR WOOD ANCHOR CALC!1LATIOrvS 5 FRqti�� v�al�Rini ExTRUDED R�GiD �vC 6 UNITS MUSi BF GLAZED PER ASTM E'�3i)0--�� W!TH SAFETI' GLAZINv 7 APPROVED iMi=AC7 r ROTECTIVE SYSTEM I�_R� UIRED FOR THIS PRODUCT IN WIND BORNE DFBRiS REGiONS B. SHIM AS R'LOUIR�D AT EACH INSTALLATION PNCHOR WITH LOAD BEARING SHIM SFiIM WHERE S�nCE 0� ?/t6 OR GREaTER OCCUP,S. Mnx�+nUnn nLLOWABLE Sr+iM STACK TO BE t/a" 9 FOR NAILING FiN iNSiALLATION INTO WOOG `RAMING OR 2X BUCK USE R8 WOOD SCREWS OR EOUIVaLENT '�'lITH SUFFICIENT LLNGiH �0 ACH!EVE A 1 1/2'� MINIMUM �M�EDMENT INTO SUBSTRA�E. LOCATE ANCHORS AS SHOWN W ��LVATIONS AND INSTALLFTION D�TAILS 10. FOR FRAM� wSTALLA710N INTO WOOQ FR4aAi�C OR 2X BUCK USE //12 WOOD SCREWS OR EOUIVALEN� 'NITh� SUFFICIEN7 LENGTH TG �Cr!iEVE A 1 5/8" MINIMUM EMBECMFNT INTO SUBSTRATE LOCATE ANCHORS AS SHOWN �N �t.FVAT10NS AND INSTALLATION DETAILS 11 FOR FRAMi_ iN�TALLATION INTO MASONRY/CUNCREiE USE 7�4" TAPCONS OR EOUIVALENT W!TH SUfFiCIFN? LENGTH TO ACHIEVE A 1 '/4" MINIMUM EMBEDMENT INTO SUE3STRATE WI7H 2 1/2" MINIMUM EDGE DISTANCE LO;;ATE ANCHORS AS SHOWN I\� EL�VPi!ONS AND , INSTALLAiION D�IAILS. 12 FOR FRnME �NSTALLATION INTO METAL SiRUCTURE USE �12 SMS OR SELF DRi�LING SCREWS W'?'-: �UFFICIENT LENGiH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTEn10R WAi_L LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATICN DETAILS. 13 ALL FAS'ENERS TO BE CORROSION RESISTANT SIGNED•06/23/2015 f/�p��}��p {�yEPSTERN 4RC„IiECivau Sr51EM5 • isaLGYS��/� EASTEA u�Ei�'i5vaatr `\\\\\\``�III,�O�/// ■ dqn4MWMM ptio 163C1DOMESTICAVE � � � - '--- e FORTMYERS.ROVIWI�ai} `� ��•�E(d �'g /// TABLE OF CONTENTS " """"'" eoo-aaz.�aa �� ' \ S�• S � SHEET NO DESCRIPTION s•SERIES 623 VINYL SLIDING GLASS DOOR _*• p,�51 �•*= 144" x 96" NON—IMPACT � = 7 NOTES _ NOTES �` i ��T�E OF : i 2 NAIL FIN ELEVATICN �T�.F P.'�� _ DRAWN: DwG N0. REv / .COR�O. �� ' 3 FLANGE ELEVaTiOn R.L. 08-01673 A ��/�sS�""�l�G��\ a — 6 INSTALLATION DETniLS sc"�E NTS �ATE 07/t3/72 SHEET� OF 6 ��/��NAI.'�� r R[VIS�ONS � REV Di::CF�.^fi0r+ Ja�E i nPPROVED n REV6ED INS�A�tI�'�On: DETa�lS 06/22/t5_ RL. 144'� MAX FRAMF WID7H — -------- 6 MAX I-- ��" MAX OC --{ 6�� MAX I �---I- � �_— ' __— __�-- - _ 6.. MAX � � i ,i f � � I i Il i i1 4" MAX ;;!' i Ir I � � I MAk �3MAx a I �� \/ ( � FRAME PANE�,_ � i %� ��% HE!GT�+ riEir�,T I � � i � � I I II — --- � � —--�-__� --�- - --`— —'-- 6„ MAX � • 48•1/2'� MAx _-_--- PANEL WIDTH SERlES 623 VINYL SGD EXTERlOR VIEW NAIL FIN INSTALLATION DESIGN PRESSURE RATING IMPACT RATING � SIGNED�06/23/2015 ±50PSF NONE '► rnsrea�++Ac�m�ioNor`srsre.�s \11111I1// �{��-�//'J� �asters� �=�ER ME,a�=.aa. ,,,,�5 R. �o�,,, Rf;;.'�A�..�.w�..na.+u�..e ono..o �63cf DOr.1E5iiC 5vE ��J �� FOFiMYERSFLORiDaltat3 `��,..��E(VS�'9�,�� BOOs3I�21W SERIES 623 VINYL SLIDING GLASS DOOR �*• p�5� *_ 144" x 96" NON-IMPACT — a��' — NAIL FIN ELEVATION �; STATE OF :�\ DRAWN: DWG N0. REV %� :c�OR1�P•\�� cuE on�c OS SOE 673 A ��ii�ss�pNAL1E?G��\ NTS 07/13/12 2 OF 6 REVIS10N5 REV !- �ESCRiPiION I pAiF o�ROVCD A �RE,nSED iNSTALL�7lON DETAILS _ � 06/22/1�_ i - - '�4G" +nAX FRnME wiDTH ----- � � 5�� MAX — f--- �---}- 8 1/2�� MAX O.0 --I �--� 5 MAX I � � --1-—! I 1 I � I I I I I——1 I I I ; 1 - -� --- ; --- --� li —6 MAX I i �I I I I . � I � li -�i � i� , i 14" MAX 0 C 96" 93 1/4" O I \/ O _� MAX MAX I FRAME PANEL /x\ HEIGTH HEIGTH � i �I � �� i � I � 1 I — — 6'� MAX I - I �=1--� t--��--1—t--I-1-1---t ' I ---- 48 1/2'� MAX � PANEL WIDTH SERIES 623 VINYL SGD EXTERIOR V/EW FLANGE INSTALLATION DESIGN PRESSURE RATING IMPACT RATING SIGNED�06/23/2015 +50PSF NONE ETStEFN�FcnIIEGNMlSYSTEMS �► A OMSION OL ��I l 1 I I I II/ —��Ste�� (qSiENN NETnL SYGPLY \\��\G R C 0//�I�i/ � t6NtD0uEsilcAVE \J '� ...„.a...,..noW„_...,ono.., B��IVERS.FLOFIOAl39R �� '�GENg :9s�i� t}01 = •�� `(• L SERIES 623 VINYL SLIDING GLASS DOOR =*- p,�51 *= 144" x 96" NON-IMPACT _,Q�(��_ FLANGE ELEVATION ��o� STAT OF D,o. .� .tv\ DRAWN. DWL N0. REV i lpR�pP•��\ R.L. OB-01673 A ��/�SSj•• �G\�� s�"�E NTS o"TE 07/73/12 SHEE13 OF 6 �//��NALyE�� 9�I( MIN. 7� REVISiDYS EDGE D�STANCE ��B M�N� �_ .—_I � REV I DESLRiPTiOn �— D<1E nvPR.vED EDGE oisTArvr� — - P R!VISEC INSIALLATION DEiAI�j 06/22/1J R.L. WOOD FRAMWG — 3 ____>_� M�iAL __� I �/4 _� — OR 2X BUCK —� i I STRUCTUR� BY OTHERS � I 1 5/8" MIN. BY OTHERS �p MAX. EMBEDMENT r SH�M �/a Max. � -�_, J � � � SPACE �I j StiiM SPaCE ,, � � � � —� -- ��8.. MIN. O qPPROVED --/ r'�� ❑ —�OI—� qppROVED —/ O�� _ ❑ O ' EOGE DiSTANCE � �J� -�� 1/4" MAX. SEALANI � r�� INTERIOR SEALANi i,� � � �-i II a �f�i I SHIM S�ACE n yt2 w00D -� y/�� ❑ L�'I�I" I ❑ U.� I��a o '�'� � l� ,z sMs oR � SCREW i O I O �12 SMS OR SELF DRILLING I I I SELF DRILLING SCRFWS � O� SCREW � �I,� I �n� INTERIOR I �1n ME,A� a — �� i ❑ 1 1�� ❑ I ILJ STRUCTURE � ❑ � D LI I � �O BY OiHERS � �—� EXTERIOR �� '� � ��i i D D 'l I 1 qPPROVED �JAMB INSTALLATION DETAIL --� -i- — -- — — EXTERIOR IN T E R I O R S E A L A N T M E T A L S T R U C T U R E I N S T A L L A T I O N -�� — �, 1 1 5/8�� MIN 1/4" NAX. EXTERIOR i; I � �i i I I � � EMBEDMENT_ � SHIM SPACE i ( Q I� I 9 ❑ LJ �II I a ❑ UW� 9/t 6 Mm�. ,I EDGE DiSiAn;CE � INTERIOR � -�� 1 a,� Woa� �j! � o i I o SCREw J� � I I {/t2 SMS OR On �� I' ' � � �� p ❑ SELf DRiLLING �� ' I APPROVED I � - � I: I � �� / SEALANT � SCREW APPROVED i,�_I ��ZSCROW ❑ O❑ SEALANT � � 1 4" MAX ,---, � ��4 — �� !L.� �L—J ��PACE '`� �� SHIM� ..� SPACE WOOD FRAMING EXTERIOR WOOD FRAMWG � 7 5/S" MIN. i OR 2X BUCK OR 2X BUCK I EMBEDMENT 9Y OTHERS BY OTHERS � APPROVED JAMB INSTALLATION DETAIL I �� SEALANT WOODFRAMINGOR2XBUCKINSTALLATION � 7/s" MiN. SIGNED•06/23/20i5 I 9/16" MIN. METAL EDGE DISTANCE EDGE DiSTANCE STRUCTURE � E0.5TERNANCMITECTUW15v51EUS \\\ S R��(O //// BY OTHERS �� s� s Q�r �„srEa°,uE°NOs�Po�. \ � � / � � �Cwa7�fil� \\ / VERTICAL CROSS SECTION VERTICAL CROSS SECTION e �,��:,,„eM a:o�'hw: Foai�EasTFioAioAn�su ��J\ �E N��9 �� WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE INSTALLA710N ' ' ' eoo-aaz-zza `�.'�\C' SF',tP � ' SERIES 623 VINYL SLIDING GLASS DOOR =*� 0,.&�51 *= NOTES: 144" x 96" NON—IMPACT �,a (�Fk 1 INTERlORANDEXTERIORFINISHES,BYOTHERS, INSTALLATION DETAILS "' ��TAT��\ 2. PORIME�ER AND�OINRSEALANT BY OTHERS TO BE DRAWN: DWG N0. REV �i�'�FS;:°C ORIOP G�'�'��\ DESlGNEDINACGORDANCEWITHASTME2112 R�E DAiE Og sOEE673 A ��/S��NA11E�� NTS 07/13/12 4 OF 6 � 2 ��2�� MIN --{ I REViS�ONS —a� EDGE DiSTANCE I REV — DESCRI�"ION OniE � <PCROVED � —_—�--�_— CCNCRETE/N�ASONRY �—��— � A REVISED iNSTALLtiiON DETAILS 06/22/15 I P.�. BY OTHERS b° ` a < a a , a� ° � , 1 1/4" MIN ` a < EMBEDMENT OP'IONAL iX BUCK ° ° _ , a a 1 1�4" MIN. i0 BE PROPERLY - SECURED , EMBEDMENT SEE tvOTE 3 SHEET 1 — CONCREiE/MASONRY � } BY OTHERS � � O� o O I o A SEAOLANT� � 1/4" M4X. J OP710NAL 1 X BUCK e 'a I _ 1/4'� MAX. SHiM SPACF TO BE PROPERLY SHIM SPACE � SECURED SEE NOTE 3 SHEET 1 o�k 1/4" TAPCON ❑ � � �� ov O ',/4" TAPCON �I I INTERIDR I � I I 0 1�1 � I I � � ❑oq 1 9 0 � on , a — �� I � D � D Z M,IN2.. ° a a I� ❑� I[�o EXTERIOR I _ INTERIOR D�S�a.NCE � ° a i� _Q L�� v — , I � � � EXTERIOR � � Q � _J ❑ / I APPROVED -� JAMB INSTALLATION DETAIL 1/4�� TAPCON I SEALANT CONCRETE/MASONRYINSTALLATION � APPROVED � � SEALANT I a � NOTES. 1/4" MAX. 7. INTERIOR AND EXTER/OR F1NlSHES,BYOTHERS. OPlIONAL 1X BUCK or �� r SHIM SPACE NOTSHOWNFORCLARITV i0 BE PROPERLY � 2. PERIMETERANDJOINTSEALANTBYOTHERSTOBE SECURED I � + DES/GNEDINACCORDANCEWITHASTME2712 SEE NOTE 3 SHEET t —� CONCRETE/MASONRY _ � � ev OTHERS , ° ° ° , SIGNED�06/23/2015 < ° 1 1/4'� MIN. ° � EASiEFNARCnRECiURqLSrSiEMS _ � , EMBEDMENT �,+t►� ADNISiONOF ��1��// ° ° � , a � a � ��aster� �s�A�„E..�=.a�. `,,,�5 R. �o�,,, aa B e �o�,o.� �,00�Es.,�a�E d a ...•..n.w�..00«u..+e 006433-331W'�LORi0nJ39+: ��.��CEMS�'9s�i� __ 2 1/2" MIN. _�I �'SERIESM623 VINYL SLIDING GLASS DOOR �=*• p,�51 •*� 144" x 96�� NON-IMPACT �,�� (�r EDGE DISTANCE ,�� INSTALLATION DETAILS ��0'�TAT�� VERTICAL CROSS SECTION i0 . '�� DRAWN. DWG NO. REV %� �.C�OR��Q.'\��\ CONCRETE/MASONRYINSTALLATlON /�cCS. . G � R"LE NTS o"TE 07/13/12 O$ 5�"EE6530F 6 A /'��Sj�NAL'��\��\ n � REvi5�0�+5 APPROVED - � 1 1/2�� MIN. ---- —r----- REV DESCRIPiiON OArF nPPROVED SEALANT EMBEDMENT I __ EEHIND FIN j � ��» A j REv15�G ihSTALLAiION DETAILS _`GG/e'�/i5 �R.L. FRAMING /J8 WOCD � Bv OTHERS SCREw � \ 1/4" MAX. _ r SHIM SPACE �/16" MiN , � , EDGE DiSTANCE �� ` I �� U � c � � Q w00D ��A+ntNG "'1 �` S�,ti+ SaACE I �l 9Y OiHERS ❑ C I � I (o� ya woo� - SCREW ��r � �I n � �! INTERIOR LJ❑ I L��o � {�2.. , i; i d �� ! 'I I _ MIN. � D INTERIOR Eh4BEDMENT �——�p EXTERIOR I — --- �_ � �� a�_ J - — — L_i � � --- �, � �� - I n n APPROVED i �1 Il SEALANT 4 I Ll IJ gFHIND FIN — � Q � I �~ � 7/76" MIN ��J I � r.�cE o�STANCE EXTERIOR � II I � 1 I JAMB INSTALLATION DETAIL ❑ ❑ WOOD FRAMING OR 2X BUCK INSTALLATION I � S � 0 0 ° 7/4 MAX NOTES. �� r SFiIM SPACE , r INTFRIORANDEXTERIORFINfSHES,BYOTHERS. , NOT SHOWN FOR CLARITY ' 2. PERIMETER AND JOINT SEALANT BY OTHERS TO HE DESIGNED IN ACCORDANCE WlTH ASTM E27 72 7/16�� MW � EDGE DiSTANCE y8 woo� � �- w000 SIGNED•06/23/20i5 SCREW FRAMING 1 1/2" MIN. BY OTHERS EAStEFN4qGNIfECTUW15Y5TEM5 ��j��f APPROVED EMBEDMENT �+��aS�erlD �.,srEAHME.°i°s`��. `\��\5 Ft. (p�//��/ SEALANT � - e:�ioouEsr�cnve ' BEHIND FIN VERTICAL CROSS SECTION .,.,,.,,._,...,..wa_.............. FoarM.EAs.aoaionn�s+: `�v•��GEN5+�•9s�•�� eowax-zza WOOD FRAMING OR 2X BUCK INSTALLATION �(' .LNSERIES 623 VINYL SLIDING GLA55 DOOR =*-•//''0 51 *= 144" x 96" NON-IMPACT i��y{��f,��` INSTALLATION DE7AILS ` STAT OF ��. �. .�� DRAWN: DWG N0. REV i��FS.�ORIOP G�'�'\• SAIE DATE OH SOEC673 A ��i�s�ONAiyE�� NTS 07/73/12 6 OF 6 �Floi ida [3uildina,Code Online Page 1 of 2 ' • . - .. _ ..._ � , _ _. , �..,_._.�.._._.�;��.:�"«��r"-�;. _� �,�,,,�,_ $ � � �.�tp ��,q r .ii�:,�, .i� ,�s {'�:'�'' ..�5"'•s.'.. .i� "+a3�#.. s � f��' � '�� b} ��.. � �'- „i`£` . .,.}� I� �=_ ek��=,�4t . . 'i's� s ,._..'."'......____,....:._. ... 4 � ` v�c '�=3�.'.^.� ... .. .,. . ....... ...................... .,..... .. .... ...,....,..�..,.... ....h �,..C.:.. .,..�Y�s��.��i .>t t.�a Y„':.'�,�_�+.:.'..,:L.�.w.�... ,..,,,.:h BCIS Home Log�In User Regis[ration Hot Topics Submi[Surcharge Stats&Facts Publications FBC S[aff BCIS Site Map Links Search r�!',�;1 i�':-. p�J¢' `-�,�Product Approval �I � (( ��u USER:Pubhc User � � N Product Aooroval Menu>Product or Aoolkation Search>Aoolication Us[>Application Detail ... ..... . "3 ° *,tr,;'�:w°r3=� i FL# FL17472-R1 �sz�>-.. � . ` Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary, Comments Archived Product Manufacturer Eastern Architectural Systems Address/Phone/Email 16341 Domestic Ave. Ft. Myers, F�33912 (800)432-2204 Ext4314 � thoard@easternmetal.com Authorized Signature Timothy Hoard � thoard@easternmetal.com Technical Representative Timothy]. Hoard Address/Phone/Email 10030 Bavaria Road Fort Myers,FL 33913 �, (800)432-2204 Ext4314 � � thoard@easternmetal.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Validated By Keystone CertiFications, Inc. Referenced Standard and Year(of Standard) Standard Year AAMA 450 2010 TAS201 1994 TAS202 1994 TA5203 1994 , Equivalence of Product Standards � Certified By Product Approval Method Method 1 Option A , � htt ./Ifloridabuilding.org/pr/pr_app_dtl.aspx?pai•am=wGEVXQwtDqtCUGgvjQiz6AvC%2bOtoUJS%2fiWIPJ6. . 9/26/2016 Flo ida Building Code Online Page 2 of 2 � Date Submitted 03/24/2015 Date Validated 04/02/2015 Date Pending FBC Approval Date Approved OS/08/2015 Summar of Products FL# Model,Number or Name Description 17472.1 HVHZ Clipped Aluminum Bay/Bow HVHZ Clipped Aluminum Bay/Bow Mullion Mullion Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL1,7472.R1 C CAC 622-1.04CAR,,pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/22/2018 Design Pressure: N/A Installation Instructions Other:See drawing set For mullion size,angle and design FL17472 R1 II PA-0004 HVHZ SS 2015-02-28.�df pressure rating Verified By: Hermes F Norero, P.E. 73778 Created by IndependentThird Party• Yes Evaluation Reports FL17472 R1 AE,._PER3286 HVHZ SS_2015-02_28,pdf Created by Independent Third Party Yes 17472 2 HVHZ Clipped Aluminum Tube HVHZ Clipped Aluminum Tube Mullion Vertical, Horizontal,T Mullion and X Configurations Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL17472,__R1 C CAC 622-1_O1CAR..,_df P Approved for use outside HVHZ:Yes FL17472 R1 C CAC 622-102CAR odf � Impact Resistant:Yes FL17472 R1 C CAC 622=103CAR.odf Design Pressure: N/A FL17472_ R1 C CAC 622=105CAR.,pdf ier: See drawing set for mullion size,co ' uration and FL17472 R1_C__CAC 622-106CAR.odf desig essure rating � Quality Assurance Contract Expiration Date 07/18/2018 Installation Instructions FL17472 R1 II PA-0003 HVHZ SS 2015-02-28.odf Verified By• Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL17472 R1 AE PER3285 HVHZ SS 2015-02-28.�df Created by Independent Third Party. Yes Back Next Contac[Us 2601 Blair Stone RoaO.Tallahassee FL 32399 Phone:850-487-1824 The State of Floritla is an AA/EEO employer Coovriah[2007-2013 State of Floritla. Privacv Statement Accessibilitv Statemen[ Refund Statement Under Florida law,ema�l addresses are public recortls.[f you do not want your e-mail address released in response[o a public-records reques[,do not send electronic mail to this enUty Instead,con[act[he office by phone or by Craditional maiL If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1),Flontla S[atutes,effective Oaober 1,2012,licensees licensetl under Chapter 455,F.S.must provide Ihe Department wi[h an email address if they have one.7he emails provided may be used for official communication with the licensee.However email addresses are public record.lf you do not wish to supply a personal address,please provitle the Departmen[with an email address which can be matle available to the public.To determine if you are a licensee under Chap[er 455,F.S.,please dick here Product Approval Accepts: � � E:I�:Y. � Cr�riit C;�:rct Safe �,�� '.'�..;x,�.� �.. • htt .//floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqtCUGgvjQiz6AvC%2bOtoUJS%2fiWIPJ6. . 9/26/2016 �/"f►��9tl �� HVHZ CLIPPED ALUMINUM TUBE MULLIONS GENERALNOTES. Wl' 'W2' I—'WS'—�'W2'� 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLV WITH THE 2010&Sth EDITION � 4 y � —+ FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCI7Y HURRICANE ZONE. I i 3. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS 4 / �� , \� /• /G MULL INDIVIDUAL UNITS ATTCHED TO MULLIONS MUST BE IMPACT RATED � �� 5 �C SPAN'L� ANCHOR LLIP, /� �\ � 4. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCi LOADSTO THE �P �/ � � � FOUNDATION IS THE RESPONSIBILITV OF THE ENGINEER OR ARCHITECT OF RECORD FOR 7HE PROIECT OF �NSTA�wT�oN. VERTICAL SPAN 5. 1%AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHOREDTO PROPERIV TRANSFER ALL LOADSTO THE // /� VERTICAL MULL STqUCTURE. BUCK DESIGN AND INSTALlAT10N IS 7HE RESPONSIBILIN OF THE ENGINEER OR ARCHI7ECT OF RECORD q SPAN'L' �SPANL�'�,~' FOR THE PROJECT OF INSTALLATION. MULLION g/ � + 6. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERICAND MAY NOT REFLECT ACTUAL CONDITIONS FORA TyP �� / � \ ,WZ, S�ECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SI7E SPECIFIC DOCUMENTS FOR USE WI i H THIS DOCUMENT IN �j �� + NON-HVHZ AREAS.IN HVHZ AREAS,ONE TIME PRODUCT APPROVALTO BE OBTAINED FROM MIAMI-DADE PERA. p � 7 MULLION&CLIP MATERIAL.ALUMINUM 6005-TS&6063-T6(AS NOTED) 8 MULLIONS MAY BE USED WITH ANYAPPROVED FENESTAATION PRODUCT,UNDER SEPAAATE APPROVAL. �� R Wl 9 SEE SHEET$5-9 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFICANCHORING REQUIREMENTS,MULLION � CONFIGURATIONS,AND DESIGN LOAD CAPACITIES nNLHOR CLIP, a � 1yp 4 10 IN ACCORDANCE WITH THE 2010&STH EDITiON fBC,DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME ��/ INTOCON7ACTWITHALUMINUMUNITFRAMINGSHALLBEPROTECfEDASDEFINEDiN5EC2003.8.4. 1 i PICAL MULLION ASSEMBLY HORIZONTAL ��T�� MULL SPAN MULL INSTRUCTIONS. � �ISPAN'L'r 1. DETERMINE REQUIRED DESIGN PftES$URE FOR OPENING. � � 2 CHOOSE A MULLION THAT PROPERLY FITS THE FENESTRATION PRODUCT 'W2' TABLE OF CONTENTS 3. DETERMINE WHETHER ASSEMBLY REQUIRES ONE-WAY OR TVJO-WAY MULLIONS. � + • ASSEMBLIES CONSISTING OF STACKED OR SIDE-BY-SIDE UNITS REQUIRE USE OF � SHEET REVISION SHEETDESCRZPTZON ONE-WAYMULlIONS. � • ASSEMBLIES CONSISTING OF MULTIPLE UNITS MULLED TOGETHER WITH � - GENERAL NOTES iNSTRUCTIONS,AND ELEVATIONS MUITIPLE MUIIION$REQUIRE USE OF TVJO-WAV MULLIONS. • SEE SHEET 11 FOR ASSEMBLY AND LOAD EXAMPLES. � � W� 2 - MULLION DETAILS • IF ASSEMBLY T'PE CANNOT BE DETERMINED USE TWO-WAY MULLION CHART. I 4. VERIFV THAT MULLION DESIGN PRESSURE MEETS OR EXCEEDS REQUIRED DESIGN j 3 - ANCHOR LLIP DETAILS PRESSURE OF OPENING USING CHARTS ON SHEETS 6-10. � � 4 - MULLION SECTIONS S QUALIFIED CLIP NPES APPEAR ON SHEETS 6-10.MULTIPLE ANCHOR TYPE/SUBSTRATE/CLIP COMBINATIONS WITHIN AN OPENING ARE ALLOWED. 5 - TYPICAL MULLION 6 LLIP ASSEMBLIES 6. THE LESSER DESIGN PRESSURE OR MULLION OR FENESTRATION PRODUCT WILL HORIZONTAL SPAN GOVERN OVERALLASSEMBLY DESIGN PRESSURE RATING. 6 - 1"X 3-1/8"(LIGH�MULLION DESI6N LOAD TABLES 7 - 1"X 3-1/8"(HEA W)MULLION DESZGN LOAD TABLES 8 - 1"X 4"MULLION DESZGN LOAD TABLES ��111�11I�� REVISIONS r Q�p EASiERNARCHITECTUFAl5V5TEM5 �� !.'�s �r�Q f�//r i1 aorvisioHoc 9 - 2"X 4"MUU.ION DESIGN LOAD TABLES `��5 F � �/i�' � �. v t� E^s�R�.��^�s•°°�� Q- .•• � � �A tp0]OBnVPRInROAD 70 2"X b"MULLION DESIGN LOAD TABLES � (v • � • �� ;, .,„.:;;.'w.�y,.,';�„„�,'.".:;u FOFTMYERS.FLORI�N3]91J ` �.:�\ �/� O ± �� ` BOWJl-32W 11 MULLIONASSEMBLYaNDLOADEXAMPLES � ;•��jJ 7�/.: � T�T�E• i HVHZ CLIPPED ALUMINUM TUBE MULLIONS =* . ,rk � = * = VERTICAL AND HORIZONTAL CONFIGUR,4TIONS _ � • Tf�(1T. OF � � = GENERAL AND INSTALLATION NOTES ` � -�f.✓ � U,I ^ DATE:DMNTJBY. �qEPAREOBV Digitally signed by Hermes F.Norero,P.E. �o,�, .,�r(�P,:�<u� 02 05 13 TJH n � � /'�\� BUiLDZNGDROVS,INC � � • � G� � DRnW�NGNO. SCALE q FBVECERTIFICATEOF R e a s o n:I a m a p provin g this document % �.�� .� yy��(p �� PA-0003 N.T.S. �1'` AV�HORIZ�TIONN0.2998 Date:2015.02.28 12:45:10-05100, '9B�""'��A o�R95)8 BV OAiE �ESC0.IPTON REV 5M1 T OF �t R� � fHPE CERT.OF AU � �i Z 000�� r 0250" -- --� f---- 1.000" � 2.000" �--- � f---- I,000 --j 1.0 . — 0.250" --- � 0.250" -- i 6.000" 0.125" � 0.125" 4.000" 4.000" 3.125" 125" �1 � � � � � � � — 0.375" J 0.625" J 0.250" � 0250" � 0250" � 1"X 3-1/8"(LIGHT) 1"X 3-1/8"( EAW) 1"X 4" 2"X 4" 2"X 6" MULLION MULLIO MULLION MULLION MULLION SEE SHEET b FOR SEE SHEET 7 OR SEE SHEET 8 FOR SEE SHEET 9 FOR SEE SHEET 30 FOR QUALIFIED CLIPS UALIFIED C PS QUALIFIED CLIPS QUnLZFIED CLIPS QUALIFIED CLIPS NOTE'SEE SHEET 3 FOR SPECIFIL CLIP TYPES AND DIMENSIONS. �\��I/ REVISIONS EASiERNARCH1iECNRAL5Y5TEM5 `�\ �/�, 0��,[ C A�MSIONOF �\�(� �SF O'(r��/� ��// �V��h FASTERNMEfALSVPPLY � `��••�= `� �� l�/� �"'ALLin�iHUM i+r+0 V�Nvt. ��0&�VARIAROhD :' •.1 �� p �� .nr.�ar w�...s.ew.��..•.ur.�...•. FORTMVERS.GIORIOAJJ813 ��,. �'pO � �•",a. ewr+ax.zzoa 'N 7 • = �"�E HVHZ CLIPPED ALUMINUM TUBE MULLIONS -*r � .' * = VERTICAL AND HORIZONTAL CONFIGURATIONS = v - T T : a = MULLION CROSS SECTIONS � � :� ' C(J � DATEDRRVMBY: E�pqEDBV: � O,�"•., � pP,: �` 02 05 13 TJH � � • , G��` � BUILOING DROPS,tiJC ��'� �� DRnwING N6 SULE 4 FBVE CERTIFTCATE Of j`'"•�Sy�S �� PA-0003 N.T.S. �,�, aun�oaae�'toNnio.z9s�a .198 EASDµp{15(Bqpy{� �3]8 SMEEI. REV: iHPE CQtT.OF�IIINERIt��N N0.195)B BV OAIE OESCflIPiION FEV z OF �1 _ � I 4�� I �4�,� — �5„ I �5�� I — 0 0 2.25" 0 4 225" 0 1 — o 0 1 1 /\ 2 25" � 1 75" � ' 2.625" 3.375" 0 225" o I o 225" o � ! � f 4,625" 5.375" 0 o f } O 1�5" 2�� 2 25"— � 0.125" 2" � 0.125" Z�� f o 0 � � ' 2" X 5" X 1 3/4" L-CLIP Z.ZS } � Z�� X Jr�� X 2 1/4�� L-CLIP ALUMINUM6063-76 0.125" 2" 2�� X 4�� X 3 3/8�� L-CLIP ALUMINUM6063-T6 + � ALUMINUM 6063-T6 1 I 2" X 4" X 5 3/8" L-CLIP 30.46" ALUMINUM 6063-T6 2.50" 0.722"�-I ��- I 2.25" � 0 2.25" a � o � 0.722"� � ' 1046" � � \ / ,\ 2.25" 0 2.25" � � / 0 225" o 0 2.25" � o I �° 1�i5 2.335" 225" � � 2.25" o 0 0 1 f � � �8 ° /2.25" o /225" o 1.25" 2.125" 2.125" � � 0.188" f � � { 10 15/32" X 2 1/4" H-CLIP 1.z5" 2 1/4" U-CLIP 13/4" U-CLIP ALUMINUM 6063-T6 ALUMINUM 6005-T5 ALUMINUM 6005-T5 � +� �� 10 15/32 X 1 3/4 H-CLIP ALUMINUM 6063-T6 8.25" --225" —2.25"--2.25"— 0 0 0 0 2.625" ```��I I/��'' REVISIONS _'ra �qy �@}�•g�/ EASTE(iN A�DNISION pFL S�STEMS �(� '�'// �M��I�i � EASTERNMETA�SVPv�V � O O O O ``�`�2\'��.�1 0��/�' � e ....�y�...wp �ORTMVFRS FLORIpA3]9tJ �- �A uMINUM nNo V�tiv� �.1Z5�� ' ��• �-O � BOD4]3-]20C �� J 7$��- - TITLE• ,e HVHZ CLIPPED ALUMINUM TUBE MULLIONS 0.875" -* . -� ; * = VERTICAL AND HORIZONTAL CONFIGURATIONS = b • ��T{{{{{{^��T � a = CLIP DET�AILS � 8 1/4" X 3 3/811 H-CLIP � j��•'/'` QP•'•�� 02 05 13oATE oRp�TJH REPAREDBY: ALUMINUM 6063-T6 :�t� � ,•py�a, G�`��` DRAW�NGNO: SCALE: � BUILDINGD0.0PS.SNC "� \ FBPE CERIIFIC�TE OF � ais7c/.. �� PA-0003 N.T.S. 3- �un+oazza�zon�No zss�a 398��0��,�ys`�38 DAiE DESLRIPTION REV SHEET: REV: rsre cm..or�,�'�o.z9s�e 3 OF 1 1 — INSTALLA7ION INSTALLATION INSTaLLnTiON � ANCHOR(SEE NOTES 2 1/2"MIN. ANCHOR(SEE NOTES 1 1I2"MIN. ANCHOR(SEE NOTES NORIZONTAL SHEETS 6-10) EDGE DIST I SHEETS b-10) EMBEDMENT SNEETS 6-10) MVLLION,7YP CONCRETE OR a � MASONRY BY OTHERS ° a ! f o � LAULK BE'TWEEN a a a a 1 1/4"MIN. 3/4"MIN. ' EXTERIOR �P LION LLIP CONCRETE/MASONRY&1X � a EMBEDMENT EDGE DIST o WOOD BULK BY OTHERS ————— — —— � 'U'LLIP lYP a 1 X WOOD BUCK LONLRETE OR EXTERIOR INTERIOR 0 BY OTHERS MASONRY BY OTHERS ' va CaULK BETWEEN o I I MULLION CLIP LONCRETE/MASONRY&2X VER7ICAL � � 7yp VJOOD SUCK BY OTHERS a MULLION,�P I I � � v _ 1 I I 2 X WOOD BUCK ° EX7ERIOR I I INTERIOR BYOTHERS ° INTERIOR ��LION p HORIZONTAL SECTION � I � MULLION 4 T-MUILION INTERSECT DETAIL - '� �P � HORIZONTAL SECTIOIV SIDEVIEW g VERTICALSECTION 4 JAMB-2XWOODBUCK �___ 4 HEAD-CONCRETE/MASONRY SIDEVIEW-HORIZONTAL � `� � SIDE VIEW-VERTICAL INSTALLATION I I ANLHOR(SEE NOTES SHEETS 6-10) HORIZONTAL -- — MULLION,TYP EXTERIOR i i INTERIOR I � MULLION EXTERIOR INTERIOR I � TyP NOTE 1 MULLION CLIP DETAILS SHOWN ARE TYPICAL FOR � � TYP I I ALL MULLION h CLIP ASSEMBLIES. I I SEE SHEETS 6-10 FOR ALLOWABLE VERnCAL � MULLION CONFIGURATIONS,SIZES, MULLION,TYP I I MULLION CLIP AND DESIGN PRESSURES. � I I T�'P _� 4 HORIZONTAL SECTION a a a X-MULLION INTERSECT DETAIL ° e a SIDE VIEW rL 1 1/4"MIN. d � ' EMBEDMENT PRECASTSILL ' � + ��U��hi� REVISIONS e�._ g FASTERNAqDM50uOF�5�5iE0.S BY OTHERS � `��`��S F /,�((�� ER�� FASTE0.N uETnL SviG�v �`�Q'�•'� r' RF,p� e,�_,��.:.r:"'.."'...`.'�s�:.,u�d:a ioawenvnawaono FOFT MYERS.FLOF�043J9�J INSTALLATION ��:•��. ��•. �� nrLE:- - eoo-aoz-nw ANCHOR(SEE NOTES 2 1/2"MIN. _ : 'N 7$�� — HVHZ CLIPPED ALUMINUM TUBE MULLIONS SHEETS 6-10) EDGE DISTaNCE _* . , � * = VERTICAL AND HORIZONTAL CONFIGURATIONS p� VERTICAL SECTION %�= � TPT � ;�� INSTALLATION DEfAILS On*E'ORAWNBY: PAEPFREOBV: 4 � p�•-,/'r'(,�(pP;•��` 02 OS 13 TJH BUILDINGD40PS,tNC SILL-CONCRETE/MASONRY � ' � o n n w w c N o s c.i e: ds, FBoECEAIIFZC��EOF . cs.,rioREao G � SIDE VIEW-VERTICAL �ijL j�j�� PA-0003 N.T.S. ',�,3� •u*aocrzwnoNNo zvs�re ]98 EASv�/ [�A ��yp��1SS8 SNEET: NEV iHPE CERT.O�A �ON NO 295)0 BY �RTE OESCFIP110N REV 4 OF �� — I VERTICAL MULLION i ' U—CLIP TO MULLION CONNECTION HORIZONTAL MULLION H—CLIP 0 SUBSTRATE BY OTHERS SUBSTRATE vARIES, SEE NOTES SHEETS 6 — 10 H—CLIP ANCHORS ALL INSTALLATION HOLES MUST HAVE AN ANCHOR INSTALLED IN THEM MULLIION AND CLIP ASSEMBLY TYPICAL ASSEMBLY SHOWN WITH 1"x 3 I/R"MULL]ON AND H-CLIP 07'}iER MULLIONS AND CLIPS ARE APPROVEll. SEE INDIVIDUAL MULLION SHLETS `��\��//�� REVISIONS _q�� p/�� F/SiERrv ARCM�ISION OF�SYSTEMS �^ C ��V�� EASTERNMETNLSYPPLY \````��J 1' �OA'','� \ Cr- �� A tp0]OBnVARWROAD � PoRTMVERS.GLORIOA]391J :��::�,L —�� „ :._, .,...e;".'.,'�'��n.a.�'.::; aoo-aaazzoa — �i'N �(3 7�:_ = ��T�E a HVHZ`CLIPPED ALUMINUM TUBE MULLIONS =*�.,� • �F = VERTICAL AND HORIZONTAL CONFIGURATIONS _ -o . Tq� ; cr = MULLIION AND CLIP ASSEMBLY DETAILS � � � / � �L/ ' DhTE:ORAWNBV: P EPAREDB'/: , C D %'o�I�W��p(v�N�ryM.y��}pJ,rq.�H�oayE�RPpYJ'G��(.`` ORnwol GuO�J �3 sca�e.TJH F( �£, FB ECE RDIOAIEOF 398EASYf BEA679TVO��aae PA-0003 N.T.S. aVTNORI2nTIONN0.295�8 �jqy�{}� SHEET� REV: iHPE CEF�Of�UiHOQIT�TON N0.M5�0 BY DATE OESCRIPTON REV 5 OF �-� i.000�� , � DESIGN PRESSURE LIMITS fOR MULLION:1"x 3-1/8"(LIGHT) ONE-WAY MULLIONS � � MVLLION I MULLION SPAN'L' TRIBUTARY WIDTH'W'(IN.) � � (IN.) 18 24 30 36 42 48 53.125 5G 60 � - 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 200 D 200.0 200.0 200.0 200.0 200.0 200.0 20D.0 0.125" a8 200.0 200.0 2000 200.0 200.0 200.o zo0.o 200.o z00.o 3.125" �^�� 60 200.0 200.0 181.0 158.0 143.3 134.3 129.8 129 3 127.6 72 161.6 123.7 101.5 87.3 77.7 71.1 67.2 66.7 63.8 � S4 101.0 76.9 62.7 53.5 47.1 42.6 39 7 39.3 36.9 % 6'° 51.' '15 35.Z 30.8 Z'.6 Z5.6 z5.z z3.5 ONE-WAY MULLIOIV DIAGRAMS 308 47.2 35.7 28 9 24.4 21.3 19.0 17.5 17.2 15.9 � 0.375' DESIGNPRESSURELIMITSFORMULLION:1"x3-1/S"�LIGHT) TNO-WAYMULLIONS 1�� X 3-1/8�� (LIGHT) MULLION I � I SPAN'L' TRIBUTARY WI�TH'W'(IN.) aLUMINUM 6005-T5 I MULLION � (IN.) 18 24 30 36 42 48 53.125 54 60 MULLION 24 200.0 200.0 2CD.0 200.0 200.0 200.0 200.0 200.0 200.0 � 36 200.0 200.0 200.0 200.0 191.4 167.5 151.3 148.9 134.0 - 48 200.0 200.0 200.0 167.5 143.6 125.6 113 5 111.7 100.5 60 200.0 200.D 160.8 r 134.0 114.9 100.5 90.8 89.3 80.4 W 1�W Z 72 157.6 118.2 94.5 78.8 67.5 59.1 53.4 52.5 473 TRIBUTARY WIDTN= z I 84 99.2 74.4 59.5 49.6 42.5 37.2 33.6 33.1 29.8 J- 96 66.5 49.9 39 9 33.2 28.5 24.9 22.5 22.2 19.9 I II lOS 46.7 35.0 28.0 23.3 20.0 17.5 15.8 15.6 14.0 I-••-II-�.-I TWO-WAY MULLION DIAGRAMS TABLE NOTES. 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPILAL INSTALLATION METHODS 6 CLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. QUALIFIED ANCHOR CLIPS 3. SEETHISSHEETFORSPELIFICMULLIONDIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. 5. ANCHOR REQUIREMENTS. •WOOD:#14 WOOD SCREWS •CMU:1/4"ITW TAPCONS 0 0 •LONCRETE'1/4"ITW TAPCONS - ° •METAL.I/4"SELF-DRILLING SCREWS(GRADE 5) 6. INSTALLATION SUBSTRATES. ° •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1" WOOD SHALL BE MIN.S.G.=0.55. 0 0 0 0 o •HOLLOVJ CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DZSTaNCE OF 2-1/2" HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. 2 1/4�� U-CLIP 2��X S�� X 2 1/4�� L-CLI P •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"$EDGE DISTANCE OF 2-1/2" CONCRETE SNALL BE ALUMINUM 6063-T6 MIN.4000 PSI. ALUMINUM 6005-T5 ""MUST BE USED IN PAIRS •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN. 18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-T5. U-CLIP FOR USE ONLY IN MULLION-TO-MULLION CONNECTIONS ```�\(��/��' REVISIONS �,�► �(�/ a�¢ A DNISION OF O O O `\�_^`S F.. Q��'' �M�i�� S�EASTERN IMETAuSYPPLY TEMS /'�\ � ��`-m�w.ry.M q t0p300nvnPWROnO � FORTMYERS.FLORI�AJ9913 `�V�,\• �`,��O�j .,.K..i:. . w�.��.��i��Y..x 800.133�2MC �� NOTE:SEE SHEET 3 FOR SPECIFIC o 0 0 _ 7 - "�`E � = � HVHZ CLIPPED ALUMINUM TUBE MULLIONS CLIP TYPES AND DIMENSZONS. ' * • % ' 't = VERTICAL AND HORIZONTAL CONFIGURATIONS 10 15/32" X 2 1/4" H-CLIP =�=: �T °F '� = ," x 3 � a" LIGHT MULLION paiE:DRnwNBv: aREFnRE�BY: A L U M I N U M 6 0 6 3-T 6 %��` �' � �P'� �� 0 2 O S 1 3 T J H � �,�•��"�� _`G\ � oaawiNcu¢ SUIE' BUILDWGDRO�S.INC. �/ \ \� z I�=a FBPE[ERiIFi[nTEOF �"o� �A7E�I'��ia �� PA-0003 N.T.S. •,±; AUTHORIZaTSONN0.29518 38B FAST EIM1f♦,BEAC�'LYp.`�]38 SHEET: FEV: DANU BC/W 11E�0a BV �ATE OESLRIGTON REV va>c ccAv or wn�orsiunar�No.zss�e 6 OF 1 1 - l i-�-i - MULLION I DESIGN PRESSURE LIMITS FOR MULLION:1"x 3-1/8"(HEAVY)-ONE-WAV MULIION$ I SPAN'L' TRIBUTARYWIDTH'W'tIN.) -�'{ � 1.000" MULLION I � �IN.) 18 24 30 36 42 4S 53.125 54 60 � � 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 4a zoo.a z00.o z00.a z00.o z00.o z00.o z00.o z00.o z00.o 0.125" 60 2W.0 200.0 200.0 191.4 176.7 167.5 162.2 161.6 159.4 - 72 200.0 154.5 126.8 309.1 97.1 88.9 84.0 83.3 79.7 3.125" �^��'_I 84 126.2 96.1 78.4 66.8 5&9 532 49.6 49.1 461 I � 96 84.2 63.9 51.8 44.0 38.5 34.5 31.9 31.5 29.3 + ONE-Wi4Y MULLION DIAGRAMS 1D8 SS.9 44.6 36.1 30 5 26.6 23.7 21.8 21.5 19 9 DESIGN PRESSURE LIMITS FOR MULLION:1"x 3-1/8"(HEAVY)-TWO-WAV MULLIONS 0.625" � , SPAN'L' TRIBUTARVWIDTH'W'�1N.) 1" X 3-1/8" (HEAVY) MULLION I I_ _ (IN J 18 24 30 36 42 48 53.125 54 60 I MULLION za zoo.o zoo.o zoo.o zoo.o zoo.o zoo.o zoo.o zoo.o zoo.o ALUMINUM 6005-T5 MULLION � 36 200.0 200.0 200.0 200.0 191.4 167.5 151.3 148.9 134 0 - 48 200.0 200.0 200.0 167.5 143 6 125.6 113.5 111.7 300.5 60 200.0 200.0 160.8 134.0 114.9 300.5 90.8 89.3 80.4 72 196.8 147.6 118.1 98.4 84.4 73.8 66.7 65.6 59.1 W1+W2 84 124.0 93.0 74.4 62.0 53.1 46.5 42.0 413 37.2 TRIBUTAi2Y WIDTH= z 96 83.0 62.3 49.8 41.5 35.6 31.1 28.1 27.7 24.9 - - 108 SS.3 43.7 35.0 29.2 25.0 21.9 19.8 19.4 17.5 �„�� TWO-WAY MULLION DIAGRAMS TABLE NOTES. 1. SEE SHEET 1 FOR IN57RUCTIONS ON USING TABLES.SEE SHEETS 4 aND 5 FOR IYPICAL INSTALLATION METHODS&LLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. QUALIFIED AIVCHOR CLIPS 3. SEETHISSHEETFORSPECIFILMULLIONDIMENSIONS. 4. SEE SHEET 3 FOR SPELTFIL CLIP DIMENSIONS. 0 5. ANLHOR REQUIREMENTS. •WOOD:#14 WOOD SCREWS � •CMU:I/4"ITW TAPCONS o •CONCRETE�1/4"ITW TAPCONS •METAL.1/4"SELF-DRILLING SCREWS(GRADE 5) 13/4�� U-CLIP o 0 6. INSTALLATIONSUBSTRATES. •WOOD ANLHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1" WOOD SHALL BE MIN.S.G=0.55. ALUMINUM 6005-T5 .HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"$EDGE DISTANLE OF 2-1/2" HOLLOW CMU SHALL 0 0 0 o BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. U-CLIP FOR USE ONLY IN .CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 13/4"8 EDGE DISTANCE OF 2-1/2" CONCRETE SHALL 8E MULLION-TO-MULLION 2�� j�� X 13/4�� L-CLIP MIN.4000PSI. CONNELTIONS •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN. � ALUMINUM 6063-T6 18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-T5. ""MUST BE USED IN PAIRS � ��IIIII(/� R�IS��N$ N EpSTERNARCNITELTUHALS�5TEM5 �\� ��/� �� 'Jp A ONISION UF ``\\��S F.�O �j'' � ��" EqSiERNniETALSYOPLv Riomo anvaaw aono O O O �C(�� ..�.p�� :..a.:'::'.:..`..�':"...';;v�a':�o'��.`, eo�oflwT�x:xzou.c�oaioa»s,3 � ��'••S � O ' iliLE: NOTE•SEE SHEET 3 FOR SPECIFIC _ ��$!': - HVHZ CLIPPED ALUMINUM TUBE MU�LIONS LLIP TYPES AND DIMENSIONS. o 0 0 _*<��J ' � = * _ VERTICAL AND HORIZONTAL CONFIGURATIONS = b :"$Tf1T. OF : � = 1" x 3 1 8" HEAVY MULLION � � ' � 1C/ ^ DPiE:�RAWNOV: PREPAREDBY: 10 15 32" X 13 4" H-CLIP : o T,('�•=,�`co�(o?:.'`�: 0 2 o s �3 TJH / l �j \',�,•�� j�c�� ORAwIUGuO. SCn�E: FBPECE 1'IFIOCnTEOF ALUMINUM 6063-T6 � o crs,,a � �Iµ�a'��b7(�"p��Yad ��` PA-0003 N.T.S. �UTHO0.2ZnTTONN0195)B ]BB E�ST J9/E�A M({SL��Q0� ]]8 SMEET: REV: {HPE CEFT.N�A�T1LfFIZ�TON�]95)8 BY �A� DESCf11PT10N REV 7 OF 1 1 �•� - MULLION I DESIGN PRESSURE LIMITS fOR MULLION:1"x 4"-ONE-WAV MULLIONS � I-� 1.000" I $PAN'C TRIBUTARY WIOTH'W'QN.) �_ MULLION (IN.) 18 24 30 36 42 48 53.125 54 60 , 24 200.0 200.0 200 0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0 2W.0 200.0 200.0 200.0 200.0 2C0.0 200.0 0.250" Y 48 200.0 20D.0 200 0 200.0 200.0 200.0 200.0 200.0 200.0 _ 60 200 0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 �.-1�v� • 72 2�.0 200.0 200.0 181.5 161.6 147.9 139.J 138.6 132.6 4.000" � zo�.o 159.9 �3a4 ��.z 98.0 �.5 $z.5 8�.> >6.� ONE-WAY MULLION DIAGR�4MS 96 140.1 106.3 86.3 73.2 64.1 57 4 53.1 52.5 48.8 108 98.1 74.2 60.1 50.8 44.3 39.5 36.3 35.9 33.1 " DESIGN PRESSURE LIMITS FOR MULIION�1"z 4"-TWO-WAY MULLIONS - �,� - SPAN'L' 7RIBUTARY WIDTH'W'(IN.J MULLZON 0.250" MULLION I c,N.� �8 z4 30 36 4z 48 53.125 54 � 1" X 4" MULLION � 24 200.� 200.� 200.� 100.0 Z00.4 200.� 200.4 200.� Z00.� 36 200.0 200.0 200.0 200.0 200.0 200.0 2000 200.0 198.5 ALUMINUM6005-T5 48 200.0 200.0 200.0 200.0 200.0 186.3 168.1 165.4 148.8 60 200.0 200.0 200.0 198.5 170.1 148.8 134.5 132.3 119.1 72 200.0 200.0 196.6 163.8 140.4 122.9 111.0 109.2 98.3 V�/1�W2 84 200.0 154.7 123.8 303.2 SS.4 7�4 69.9 68.8 61.9 TRIBUTARY WIDTH= Z - - 96 138.2 103.7 82.9 69.1 59.2 51.8 46.8 46.1 41.5 �..-I��-I 108 97.1 72.8 58.2 48.5 41.6 36.4 32.9 32.4 29.1 TWO-WAY MULLION DIAGRAMS TABLE NOTES. 1. SEE SHEET 1 FOR IN57RUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR lYPICAL INSTALLATION METHODS&LLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPELIFIL MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMEN5ION5. 5. aNCHOR REQUIREMENTS. •WOOD:7k14 WOOD SCREWS •LMU:I/4"ITW TAPLONS QUALIFIED ANCHOR CLIPS •�ONCRETE:1/4��ITWTAPCONS •METAL•1/4"SELF-DRILLING SCREWS(GRADE 5) 6. INSTALLATION SUBSTRATES. •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF I-1/2"&EDGE DISTANCE OF 1" WOOD SHALL BE MIN.5 G=0.55. •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF i-1/4"&EDGE DISTANCE OF 2-1/2" HOLLOW CMU SHALL 0 0 0 o BE MEDIUM WEIGHT LONFORMING TO ASTM C 90. 0 0 0 0 .CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2" LONCRETE SHALL BE MIN.4000 PSI. •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRULTURE.STEEL SHALL BE MIN. 18 GA.(0.045"THILK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-T5. 0 0 0 0 " " " O O O O ``„1��'I'r' REVISIONS �.� EASiERNAA0N1510 O�SYSTEMS 2 X 4 X 3 3/8 L-CLIP ,�` s F '�, a �a�1�e�'� " �� \ / EPSTERNMETALSYPPLV 8 1/4 X 3 3/8 H-CLIP ,� �s� o �, � _ ` /� �q f0p]OBPVPRv.tiOnD ALUMINUM 6063-T6 ALUMINUM 6063-T6 �� '� � �-.•^^r w,��wu_..��•.�.., ""MUST BE USED IN PAIRS ��..:�` •• �• �•'P� � '"'u"' � FonrMreas.cioaionaos�3 : ��«� ..Ho v�� eooa�z.zmn _ :/,N / ��.. + TITLE: v4 HVHZ CLIPPED ALUMINUM TUBE MULLIONS _* . � �k = VERTICAL AND HORIZONTAL CONFIGURATIONS _ "o : �T�T : a = 1" x 4" MULLION � � • ,,�` C(/ ' Dr1TE:ORAWNBV: PREPARE�BY: NOTE SEE SHEET 3 FOR SPECIFIC �O,�•:,'rL pP,� �u � 02 O5 13 TJH CLIP TYPES AND DIMENSIONS. %tc `•H�" �j��`�� oRavn�cr+o: SCnLE: BUZLOINGDROPS.INC FBPE CERTIFICATE OF �',��,°�� PA-0003 N.T.S. nUiNORI2ATIONN0.29518 ]9B EA DµRW9�-0�395)8 OPTE DESCRIPTION REV 5„E�ET.OF 11 REV: IR 8 �w �HaE ttnT.OF Au l� - ' � �--•-� DESIGN PRESSURE LIMITS FOR MULLION:2"z 4"-ONE-WAV MULLIONS - MULLION I SPAN'C TRIBUTARY WIDTH'W'(IN) , 2.000" (IN.) 18 24 30 36 42 48 53.175 54 60 yl MULLION = 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 � 48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 6o zoo.o zoo.o zoo.o zoo.o zoo.o zoo.o zoo.o zoo.o zoo.o 0250" 72 200.0 200.0 200.0 200.0 200.0 197.0 188.0 186.8 180.1 - 84 200.0 200.0 195.1 166.4 146.6 132.5 123.5 122.2 114.8 I-•�-II-o� 96 200.0 159.0 129.1 109.5 95.9 85.9 �9.5 78.5 73.0 4.000" �� 46.� �� 89.9 �b.o 66.2 59.� �.4 53.� 49.5 OIVE-WAY MULLION DIAGRAMS DESIGN PRESSURE LIMITS FOR MULLION:Z"z 4"-TWO-WAY MUIlIONS + I .� '� SPAN'L' TRIBUTARV WIDTH'W'(IN.) - (IN.) 1s 2a 30 36 a2 aS 53125 54 60 � I MULLIGN ',, zn 200.o zoo.o z000 200.o zoo.o zoo.o zoo.o zoo.o zoa.o 0250" MULLION 36 zao.o z�.o z�.o zoo.o z�.o z�.o z�.o z�.o z�.o 2�� X 4"MULLION � � 48 200.0 200.0 200.0 200.0 200.0 197.0 175.0 175.1 157.6 60 200.0 200.0 200.0 200.0 180.1 157.6 142.4 140.1 126.1 ALUMINUM 6005-T5 72 200.0 200.0 200.0 175.1 150.1 131.3 118.7 116.7 305.1 84 200.0 200.0 180.1 150.1 1Z8.7 112.6 101.7 100.1 90.1 96 200.0 155 1 124.1 103.4 88.6 77.6 70.1 68.9 62.0 y�/j.yJ2 - - 108 145.2 108.9 87.1 72.6 62.2 54.5 49.2 48.4 43.6 TRIBUTARY WIDTH= Z �-.-�I � I I- -I TWO-WAY MULLIOIV DIAGRAMS TABLE NOTES. 1. SEE SHEET 1 FOR INSTRULTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS&CLIP DETrtILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS nLLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. 5EE SHEET 3 FOR SPELIFIC CLIP DIMENSIONS. 5 ANLHORREQUIREMENTS. QUALIFIED ANCHOR CLIPS •WOOD:#14 WOOD SCREWS •CMU:1/4"ITW TAPCONS •CONLRETE�1/4"ITW TAPCONS •METAL•1/4"SELF-DRILLING SCREWS(6RADE 5) 6. INSTALLATION SUBSTRATES. •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1" WOOD SHALL BE MIN.S.G=0.55. 0 0 0 0 •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2" HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO aSTM C 90. .CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF I-3/4"&EDGE DISTANCE OF 2-1/2" LONLRETE SHALL BE MIN.4000 PSI. •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN. 0 0 0 0 18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-T5. 2" X 4" X 3 3/8" L-CLIP ALUMINUM 6063-T6 `````��S�F��Oi�/'' REVISIONS �-�A Q p� �.srE��N�s��o ppLVTEMS ""MUST BE USED IN PAIRS ��v��j p � � � � tOp]OB/+VPRIRROAO i fOaT MVERS.FLORIDA 3�9tJ rv 200J32-2]04 ��Q';:'' " :��Po � . .;..:.,�.,r�;'w,.��..m��.��'.�N _ �$��. i 11TLE. 3~HVHZ CLIPPED ALUMINUM TUBE MULLIONS NOTE'SEE SNEET 3 FOR SPECIFIC ='t ' � � * VERTICAL AND HORIZONTAL CONFIGURATIONS CLIP TYPES AND DIMENSIONS. � � ": T T '�w � �TE oqqW2e x 4' MULLION ' � '•. � OP;:�� 02 OS 13 TJH PREPFREOBY' : .�,(� G� � pRAWINGNO: SCALE: BUILDZNGDROPS.INC �j�``��N��pp� `� ; A,' FBPECERTIFIC�iEOF y�pp��f�a7�}g�gAJ�YiS �\ PA-0003 N.T.S. :c,.<� AU�M1IORR�TSONN0.295�8 ]98 E�5 ANtllYZP��F_VIj��(P 3J8 SNEET: aEv: iBPE CERT.OF AU �TON N0.MS]8 BY DHTE DESCftIPTION REV 9 OF �� - _ r i-•--i 2.000" � - MULLION � DESIGN PRESSURE LIMITS FOR MULLION:2"x 6"-ONE-WAY MULLIONS I $PAN'L' TRIBUTARY WIDTH'W'(IN.j MULLION (IN.) 18 24 30 36 42 48 53.125 54 60 24 200.0 200.D 200.0 200A 200.0 200.0 200.0 200.0 200.0 � 36 200.0 200.0 200.0 200.0 2000 200.0 200.0 200.0 20D.0 0.250" � 48 200.0 200.0 200.0 200.0 200 0 200.0 200.0 200.0 200.0 60 200.0 200.0 200.0 200.0 200.0 200.0 2000 200.0 200.0 �^��n� �2 200.0 200.0 200.0 200.0 200.0 197.0 188.0 186.8 180.1 84 200.0 200.0 200.0 191.0 171.5 157.6 148.7 147.5 140.1 96 z�.o z�.o �86.8 161.6 ��.� 131.3 �z3.o �z�.8 ��4.6 ONE-WAY MULLION DIAGRAMS SOS 200.0 197.0 162.7 140.1 124.2 112.6 104.9 103.8 97.0 6.000" �� I DESIGN PRESSURE LIMITS FOR MULLION:2"x 6"-iW0-WAY MULLIONS I MULLION SPAN'L' TRIBUTARY WIDTH'W'(IN.) MULLION (IN.) 18 2G 30 36 42 48 53.125 54 60 � 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200 0 200.0 I 36 200.0 200.0 Z00.0 200.0 200.0 200.0 20D.0 200.0 200.0 � 1 48 200.0 200.0 200.0 200.0 200.0 197.0 178.0 175.1 157.6 60 200.0 200.0 200.0 200.0 180.1 157.6 142.4 740.1 126.1 72 200.0 200.0 200.0 175.1 150.1 131.3 118.7 116.7 105.1 0.250" � - 84 200.0 200.0 180.1 15D.1 128.7 112.6 101.7 100.1 90.1 �^_I��_J 96 2000 197.0 157.6 131.3 112.6 98.5 89.0 87.6 78.8 2�� X 6��MULLION la$ z�.o 1�5.1 140.� 116.� loo.l $�.6 �9.1 ».8 �o.o TWO-WAY MULLION DIAGRAMS nLUMINUM 6005-T5 TRIBUTARY WIDTH= Wl�W2 2 TABLE NOTES. 1. SEE SHEET I FOR IN57RULTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS 6 LLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPnN5I5 ALLOWED. QUALIFIED ANCHOR CLIPS 3 SEETHISSHEETFORSPECIFICMULLIONDIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. 5. ANCHOR REQUIREMENTS� •WOOD:#14 WOOD SCREWS •CMU:1/4"ITW TAPCONS 0 0 0 0 •CONCRETE�1/4"ITN/TaPCONS •METAL:1/4"SELF-DRILLING SCREWS(GRADE 5) 6. INSTALLATION SUBSTRATES. •WOOD ANCHORS SHnLL HAVE A MIN.EMBEDMENT OF 1-1/2"6 EDGE DISTANCE OF 1" WOOD SHALL BE MIN.S.G.=0.55. •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF I-1/4"&EDGE DZSTANCE OF 2-1/2" HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM L 90. •LONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF i-3/4"&EDGE DISTANCE OF 2-1/2" CONCRETE SHALL BE MIN.4000 PSI. •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRaTION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN.18 6A.(0.045" THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-T5. 0 0 0 0 2" A�'F„ X 5 3/8" L-CLIP ��,1„"�I�I REVISIONS ERSTERNARCHITECTURALS�STEMS `�\�`\!S F �O/'�/�' ��- EASTERNNNEThlOSYPPLY ALUMINUM 6063-T6 � �` � � J �� `MUST BE USED IN PAIRS ��e" • F �°!,,,,,,,o�„„_,,,,„,,,_,,,,�,,,,_n ��300AVARIAROAD ^ % A�uw+iNt++.� a.rvo v�rvra_ FOFTMYFRS,FLORIpAl39�] ��,••• )'r eoaaoa-zaoa ��:� ' �::O � _ rrt�E: - � 7$! : HVHZ CLIPPED ALUMINUM TUBE MULLIONS =* � = * � VERTICAL AND HORIZONTAL CONFIGURATIONS NOTE'SEE SHEET 3 FOR SPECIFIC y� � -o , 7 �(�� : a - 2" x 6" MULLION / ' �C/ � OATE:ORAWNBV: PREPAREOBV: CLIP TYP�S ANO DIMENSIONS. %�O '� Lp�(OP•� � � 02 O5 13 TJH A II � '� � � � � BUILDING pROVS.INC �j�� • `N� � �j� � DRnwINGuO: SCA�E. FBCECERI2FICAlEOf �/�pq�p�pp��\� PA-0003 N.T.S. �,.7 �VTHO0.TZaTiONNO 295�8 i ]98 EASYdyty/�eFAt�t gCw. a�a �, OANIA'8d BV OATE OESCRIPTION REV SMEET: ftEV: , {HPE LERT.0�nU�n�a+r+o.zss�e 1 0 OF 1 1 0 EXAMPLES OF TWO-WAY MULLION ASSEMBLIES EXAMPLES OF ONE-WAY MULLION ASSEMBLIES MULL � SPaN'L � MULL I � 'WS --{-- 'W2' �{ � SPAN'L 1 MULL � I I � SPAN'L' � � f ��„�� I �w�� ,,�,,. � � � .Wz. i 1 MULL 1 SPAN'L' � � 'W2' �W2. �� /� �� - �\ /� HORIZONTALMULLION HORIZONTALMULLION � � TRANSOM OVER MULTIPLE UNITS MULTIPLE UNIT ASSEMBLY VERTICAL MULLION HORIZONTAL MULLION � �w�� _1 �"'z� 1 II..�� MULL MULL ~ SPaN'L' ' I SPAN'L' I I � � / \ •wr 'wr / 1 1 MULL � � SPAN'L' � � 'W2' 'W2' � � VERIZLAL MULLION HORIZONTAL MULLION HORIZONTAL MULLION HINGED DOOR W/SIDELITE ,,,,,,��,�,,,, REVISIONS _� ��t�rn �STEAN4HCNIiECiURn�5v5iEu5 P DNISION OF �\�`�(�S F O��/�� . E0.51£Rr�I�ETaLSYPP�v NOTES. `:��Q, cc,p�% �y:.`7W.Y a ` � 100]0&1VTRIAROFO 1. ORAWINGS ARE DIAGRAMMATIC IN NATURE AN�CONFIGURATIONS NOT . • w��„o„a`„`� FORTMVERS.FLORIDf.J]9�] SPECIFICALLY SHOWN MAY BE EXTAAPOLATED FROM THOSE SHOWN. � 'r:'•)'� • i=� ^ rrrie: `u e�� 2. IF THE LOADING TYPE CANNOT BE DETERMINED,USE TWO-WAY � ^'/ �� = - HVHZ CLIPPED ALUMINUM TUBE MULLIONS ASSEMBLY CONFIGURATION VALUES. -* % ' 't = VERTICAL AND HORIZONTAL CONFIGURATIONS MULLION ASSEMBLY AND LOAD EXAMPLES 3 FENESTRATION PRODUCTS SHALL BE ANCHORED AS APPROVED. %��'-: �TyP�T � �w^ oarE:onnwwer. Paeanrseoev: j O�".,'i(�P;��G/` Q? OS �3 TJH _� B U I L D I N G D 4 0 V S.I N C '�/��.S,L�NOREIi• G\ � DRAWIUGNO: SCALE' _,f��d' FBPECERRFICATEOF �p�rt�N7�j�� PA-0003 N.T,S. �J� �UTHORIZniiONni0295)B JBB EAS YqI�1y♦ ` J]e iBPE CERTNO�eY.�f1A�295�8 BY DnTE oESCHIVTpN REV S 1'�T�OF �� ft�� 110N