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SUiTA8LE FOR Al.�LOCATtQNS ftEQUIRING GENEw+,L NO7E5: � �
<br /> NON^IMPACT QR LARGE AND SMALL 1}pEfqILS SHOWN ARE FOR THE MULLIpN ONLY ANCHOftS SHOWN ARE IN AppITIQN 70 ANY ANCHORS REQUIRE�FOR THE �3� �F
<br /> MISSILE fMf'AG7-RESISTANT PR4DUG7S FENESTRASION PRQDUC7INSTALlAT14N.TYPlCAL APPL(CATlpNS ARE SHOWN,EACN SRUATION IS UNlQUEAND SHQULD BE 5
<br /> EVALUATED BY AN EJCPERIENCE�INSTALLEFt FOR THE BEST IN3TALLATtON MEfHOD�OPTtONA4 iX QH 27C W000 Bt7C3CS}F USED, GENERAL Ni7TES. .__..._.._.� ��m 4
<br /> MU8T9EANGHOREQPROPERI.Y707RANSFERlOAOSANDARETOBEDESIGNEDBY07HERS. INS7iiUCTIONS. .._.._..... 1 ��F o
<br /> EIEVATl�..... ._. 7
<br /> FIGUREI: 2j7}�ETYPEANDNUMBEROFANGiORSISCftITICALTOmE57RUCTURALPERFORMANCEOF7HEMULLEDUNI7S.MULLIONS MULLT027(WOoo.,_.._.,, ._.p ��� �
<br /> MULTIPLE t--OPENIN6 WID7N F4R VERTfGL MULL ARpiES TO BE MULL Tq 1X 8 MlSONRY_._.._,g
<br /> I iusCRIaFA iNsi� ��B��T���+�"��'FLOA"fENG•AtdO 00 N47 F3EED SO 8E DIRECTIYAiiACHm TO�i�iE MUI.tIflN CLIPS,BUT St3ALL
<br /> MULLIONS I � -^. gEE o�ta�s RECTANGULAR NOT HAVE A OAP OF MORE ThIAN 7/q'FROM THE CLIP M11LLTD MASONR�$_......,.�........3 �
<br /> ( A-o�G,H; c�rE MULLTOS'fEEISTSIQ_._....».. 5 N
<br /> � S t;E�i'3 z< 3)THE ANCHORA�E METHODS 9HOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOAD3 CORRESPONDING TO THE REQU�RID MUu TO�iUlt._. .. ._. ._.g U
<br /> T OEStCN PRE3SURE.MU4L76N5 AR5 CALCUL4TED TQ DEPLECT ND MORE THAN.1178�.THE Y!3 STRESS 1NCF2EASE WAS NDT USED ���ATATE CIIPS_..._.,..._.,-0 � tn �r-a �
<br /> j/i J ��� / �`�\\ IN THIS ANCHOR EVALUATION.THE 1.6 LOAD pURAT(ON FACTOR WAS USEb FOR 7NE EVA[.UATION OF VJOpD SCREWS. BAY HU��wSTauJiTlcnr....._ a � Z
<br /> ii 4\ '1X1X.125MULLSPECS..»....._.,S W � _
<br /> j�! �� � '� ♦\1 1X2X.378MULLSPECS_. .8 � � {n
<br /> �i „ �� 4)PROPER SEALING OF ENTiftE ASSEMSLY tS THE RESPONStBiI(3'Y OF OttiERS AND 1S BEYdNp THE SC6PE OF THESE t X 2.75 X.37E MULL SPECS. ...7 rc '-�
<br /> �� // �; IN87RUCTIONS. 1X3.�26X.:AtlA4tLL3 CS^ .9 �` Z �o =
<br /> seE nenvLs V / ��� � /V i 5)USE THE C4MBINED W10TH OR HEIGHT OF OfVLY 7W0 ADJACENT FENESTRATION pRODUCTS TO DETERMINE pRESSURES AND 1%a X 126 MUtLSPECs,._._.._.._10 �? � a F
<br /> A TNRU 0; � Y ( f!t T � See pErnns pt4CHORAGE FOR THE COMMON MUt1I0N,SEE EXAMPLE3 ON T}iiS BHEET ANp SNEET 24.FOR MULTIPLE UNCCS,CANSIDER 1 X d X,375 TUHE MULL SPECS,. 17 � � � ca-r W
<br /> 5HEE7S Yd - -
<br /> �ATHRUG; lX4X,375"T'MULCSPECS. ti Q �
<br /> l "'_- _ i - ONLYTWOAQJACENTUNITSATATIMEWHENUSINGTHEDESIGNPRESSUREANDANCHORA(iE7ABLE5.THELqWES7DES�GN � F t?
<br /> SXEE7'S 2.4 i?S X 3.'I8B X 265 MULL SPECS.12 r�.,
<br /> � E� f i i i l � t i f PftESSURE OF MUt,.TIPLE Mt1t.t�4MS Oft FENESTftaTIDN pR4DUC'f5 S1V+lLAPPIY. �,zsX32sx mo MULLSPEcs. fa ti � W Q
<br /> / / oPENRJG 1.26X3,25X.82aMijuSPECS_..54 2 � "'�o m
<br /> ��' HEi�rrt' 6J WHEN FlN�IN�YOUR Slze 1N 7HH MUI,LION TABLES,ALWAYS ROUND UP 70 THE NEXi SIZESHOWN ON THE7ABLE(5). 1.2s Xa.94X.62a MUIISPECs. t6 2 W� $ �U
<br /> � NORFR4NTP1. 2X4X.25Ad(,lILSP�C3_.... ._..,78 u_�i `2 � � �
<br /> �,�� 7)ANCHCIR EMBEDMQJT TO BASE MATERIAL SHALL BE BEVOND WN.L DRESSING OR STUCCO.WOOD BUCFGS BY OTHERS,MUST 2 X 8 X 35 MUI.L SP�CS_...„.._.17 � J ,,� Z
<br /> SEEDETAItE, 120X2.11%.12S1AULLSPECS_.78 m
<br /> SMff.T 3 ���GH4REp PftdPF�it.Y TO TRAN5FER LOADS T6 THE STRUCTURE ANCHOR8 3t{ALL BE COATED Oft COfiftOSiOtt RESFSTANT �p.X 325 saY Muit 5PEtS..__.!S � '� � � �
<br /> �� �� AS APPROPRIATE FOR SUBSTRATE MATERIA�.DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO pREVENT o h � ,x � �
<br /> REAG7IC}NS. 4+•%3.75 BAY IeUL4 SPC{S. .__20 2
<br /> MULt,tON&CLfPD]hiEN9tOh5__.27-73 F. � Q 7� N �
<br /> EXAMPLES t&2. . .. .._.24 a }- Z� � �
<br /> t�rrr.sTrunoN 8}REFERENCE TES7 REPORT5:P71.-8443;Et,GO UL1'RAGONlAGGRE-GATQR NOA'S LOADIM4IXAMGLE5... ._......_..?5 a � J� oo mo
<br /> FEr Q
<br /> PROCUCTSMAY � � �
<br /> se oparrv rrve. 9)MULLIONS AND CI.IPS FIAVE BEEN DE5IGNED 8 TESTED TO GpMPLV WITH THE REQUIREMIEN7S OF THE FLORIpA BUIL�WG o, w
<br /> / �.ur+uFnertr.e�n CODE,AND ARE APPROVED FOR iMPACT AND NON-IMPACT ApPL3CATtONS.MULItONS ARE ONCY TO BE USEU WI7H � � Z u tYt}
<br /> / -�y� eYPci. FGT-APPROVED FENESTRATIqN PRODUCTS HAVINGCURRENTAPPR4VALS. � V � ¢ � �
<br /> i =
<br /> 10)MULLIONS ARE IN CqMPLIANCE FOR USE IN TH6 HVHG. � �o z�.O �
<br /> fs�oEra�ts o .-� g��
<br /> HOtuzOrnu �"D�G,N; 71Jf]UANTITYOFUNITSWRHINAMULTIPLEMULLEDASSEMBL,YiSUNLIMRE�PROVi�FDTHATiHESAANANDOpENiNG �� 8 � o-��...,
<br /> �,t SHEEfu2a W1C)TWHE1GH70F E71CH 4NDIVIDUAL MU(.LION CDMPLIES WITH THE REQUIFiEMENTS CJF THIS NOA PRODUCT REVISEI7
<br /> LENG7H MORIZONTAL a9 Com (iIl Wlih fh0 F70r1dA
<br /> �� o[O�1�Na����'17-0630.01
<br /> LeNCTn fNSTRUCTf4NS:
<br /> A�DITIONAL EXAMPLES OF MULL CONFIOURATIONS: 1}DETERbRINE SH�DESIGA7 PftESSURE ftEDUSREMEM'(.LBSfFT+7 FOft T!-!6 QPENtNG USING 7}tE ASCE•7 57ANDARD. Explratloa Data 05/26(,e.^021
<br /> 2)CHOOSE A MUL�ION 7YPE TFlfiT WtlS.FtT TNE DEPTH OP THE PENE57RR710N PR6DUCT5 FftAME DEP7H. BY
<br /> IVULL �--OVErnNGw�otti-i F'�'Hott¢MCAc 4EN6i77+++----� $Ilp do Pr�uct Cont
<br /> ���yoTH� � T� 3)REFERTO SHEBT 25 TO QETERMINE IF THE VJIND LOADING IS'RECTANGULAFY OR"iRIANGUTARI'fRAPEZOIDAL•
<br /> P OGENING � 4)FIND THE CHOSEN MULl10N'S MULLION CN�AGTY(L6u/F'f+1 FROM TABLES 1ATHROUGH'I6A,ON SWEETS 6 THROUGH 20 RESPECTNELY,USING
<br /> HQQR TNE tvtUIUON TYPE,LEN6TH AND OPEtdtNG WIOTH 6R HEkGF3T(DEPENDIN6 7F THE MtRItON IS SPANNlN�YERT[GAkLY OFt NORIZ4N7AtiY}.THH
<br /> oP� M LL � � No� {� p s varr. MULLI4N CAPACfI'Y(LBS/PP1 OB7AINED SHALL MEET OR DCCEED THE DESIGN PRES5URE REQUIREMEN7 fLBSiFP)FpR THE OPENING 08TAINED IN
<br /> HEi� � t� MUi.� / !` p �H STEP 1).
<br /> 6)FR4M THE 5AME 7A@tE USED IN STEP 4}ABOVE,FtND THE VALl1E IN THE NDR CGLUMN ANCHOR CAPACITY REQUIRED(LBS).THIS VALUE
<br /> � REPRESEN7S THE WINOIOAp TRANSFERREDTO THE SUBSTRATE BY THEANCHQRS AND NUST BE METTO ATTAIN THE FUli MULL70N CAFAC[lY
<br /> 51NGLE MULLION SINGLE MULLION "^F a V�Eax�cn�Mu�� � 6)FROM THE ANCHOR CAPACtTY fL6S}TABLE ON 7HE SAME SNEETAi+ip US1MG YOUR ACTUAl.St78STRATE C4NOtTK7N{MU�TlPCE ��ti�� "{LY� ��t�
<br /> � pr�iricvnnix ANCNOFUSUBSTRATEIANCHOR-CLIPPATTERNMAYAPP4.'1�SEIECTANANCHORCI.IPPATTERNANDVERIFYTNATTHEREQUIREDANCHOR �.`��(,���"��EN N��C /���,
<br /> FORve�ncua.�u. CAPAClTYFSME7 1„��Z..•' 41 '�'' C�(, .
<br /> •.� �
<br /> "'\SEE coRREsrOKvttrtG OEfA1ts MULTIPLE MULLION3 7�F THE MULLSON CAPACI'FY{LBStF'T}O&TAtNEOIN TtiE TABCE IS HIGHER 7ttAN 7HE DESIGN pRE5SU42E RE4UIREMENT!l.BSJFT')FOR ZHE _*: Kn•�705
<br /> �,,., FROMFIGURE 7 AeOVE, � _ ; ��
<br /> OPENING,Yp1J MAY U5E THE"ANCHOR CAPACIN ADJUSTMENT FORMULA'TO OBTAIN THE LqWER ANCHOR CAPAGiTY REQUtRED.W(fH THIS _
<br /> CQRESlSTANDARpSttSEA: VALUEALQWERANCli0f2CAPAGlTYOP710NMAYBESELECTEDFORTHESAMESU95TRATE =�p� y �
<br /> •2077 FLORIDA BUIL�WG CODE(F8C),67H EDI710N -��l` jy-
<br /> •2074 fLORipA SUiCDING CODE{FBC),SfN EDITtON 8}YERIFY 7HE OESIGN PRESSURE RATWG(LBSIfI')FOR THE FENE5TRA710N PROpUCT TO BE USED AN�COMPARE WITH THE FINAL MULLION ^O A7E q ',•'�(4��
<br /> •ANSIIAF&PA ND&2015 FOR WOOD CONSTRUC'fION CAPAC(5'Y tLBS7FT+j OBTAINED FOR THH iitlLLION SYSTEM.THE LQWEF2 4F TIiE TWO SHALIAPPLY FORTHE EN7iRE&7ULLED FENESTRASION ���'�..�Yp�ryOP,.• 1?�`
<br /> •AltlMINUM DESIGN MANUAI..,AQM�24i5 PRODUCT ASSEMBLY i S �""" ��
<br /> •n�s�siao-n '�iS��NA4 ti��`�
<br /> •AISG 360-10 8)HI�HLIGHT OPTION USm AND TABLE VALUES USEo IN A SpECIFIC APPLICA770N WHEN USING TH19 NOA 70 APPLY FOR A PERMR. A.LY�1NhfItNHR;�,E.
<br /> FL P.E.#56705
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