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_ � -- --- -- --- -' -' -- --....... _ ..-GENERACNOTES:� -- ` ---- ----------'.' - '-�--- --'..- �-- - _ SUITABLE FQR ALL LOCATIONS REQUIRING ��, p � NON-IMPACT OR LARGE AND SMALL 1)DETAIL6 SHOWN ARE FOR THE MULIIQN ONLY ANCHORS SHOWN AFE IN ADDI710N TO ANYANGHORS REQUIftED FOR THE 0 0`�� MIS$3lE tMPAG'f-F?ESISTANT PRODi1GTS �ENESTRATIO[d PROi}UCT INSTALLATION.TYPICALAPPLICATtONS ARE 8HOWN.FACH S{TUATION IS UN14UE AND$HOUID 8E �'�=� � EVALUATED BYAA3 EXPERtENCED tNSTAIIER FQR THE BEST(NSTALVtTION ME7NOD.OPTIONAI iX 6R 2X WOQR BUCKS IF USED, G6NEW.0 NOTE3. ._.,.„_. ._4 0 MUSTBEANCHOREDPROPERI.YTOTRANSFERLOADSANDARETOBEpESIGNEpBYOTHER& IN87RUCTIONS.._.._._....__._._.� �� o E1.EVA710N5...„._.._._.._..„..._._� �]qg � FlGUREi: MULLT02XWoclD. ..___. 2 a � 2}THE TYPE AND NUMBER OP AN41iORS IS CRITtCAI TO TFi6 STRUCTtlRAL PERFORMAt{CE df THf MUIIED UN175.Mi1LUONS Z �e � MULTIPLE III��```��QPBNNo^WiDT2iFORYERItCAtMFILt ARGHE'3iOBE MUllT4iXbMhS4NRY...,... g � MULLIONS - mmsc�traea iNsrne �VE BEEN TESTED AS'FREE-FCOATiNG'AND DQ NdT NEEp TQ BE DIREGTLY R'tTAGHEO TO THE MllL�tON CLIPS,6UT StiA1� INSTALia7inN N07ES._.,_. ._.2 �` I / � sEe aernns RECTANGULAR NOT HAVE n GAP pF MORE THAN 1/4"FROM'fHE CLIP MULL TO MA80NRY........,,._..,. 3 I A�'�'H' S�'� MULLTOSTEELSTU�__,.»,....._.3 N �1 sriEeTs 23 3}7HE ANCHORAGE METHODS SHOWN HAVE HEEN DESIGNED TO RESIST THE WINRLOADS CORRESPONDING TO 7HE REQUIRED MULL TO MUW. .......,_. .a �}� � j . 4ESIGN PRESSURE.MULLtONS ARE CA�Ct7LATED TO DEF�EG7 NO MOS2E THAN Ut94.TNE 1t3 STRESS SNCREASE WPS N4T tlSEO nNqtOR SPECS. _---_._. ._3 U} �r� t!1 i�i � ACTEHELiiATECtWS___......_""d z in i:� / `�\ti IN THIS ANCHOR EVALUATION.7HE 1.6 IOAD DURATION FACTOF3 WAS USED FOR TNE EVALUATION OF WUOD SCREWS. � i i ♦ti BAY MULL INS7ALLA710N.._.._.,..4 Q t �� ,�"`��` 1X2X.t25MULLSPECS. ..5 --� � � �� 1 4J PROPER SEALING OF ENTIRE A3SEMBLY IS THE RESPONSIBILITY OF OTHERS MID IS BEY4ND THE SCOPE OF THESE �X 2 X a75 MULL sr[CS_._...�6 � W J� ff Jf l� tNSTRUCT74NS. 1X275X.37bMULLSPEC5.____7 � � _ f % \ �X2.TbX.66hfl1LLSPECS......__8 SEEOETAlLS / �� / �i� /1� 5)USE THE COMBINED WID7H OR HEIqWT OF ONL.Y TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 X 3.726 X.500 MULL SPECS__._.9 m (a o� �F ATHRU G; I t i� � \sEE o�ra�s /Wq�{ORAGE FOR 7HE COMMON MULLIQN,SEE EXAMPLES QN THIS SHEET AND SHE�T 2A.FOR MUL71pLE UNITS,CONSIDER 1 X 4 X.1R5 MULL SPECS„. ...._10 � � M � 9HEET92J ( 1 A 7rygp p; 1 X q X.37G TUpE MULL SPECS.. 17 � � ONLYTWQ ADJACEN7 UNiTS A7 A TtME WHEN USING TFtE DESIGN PRES3UREANd ANGNQRAGE TA6LES.TNE L4WEST 4ESIGN N � � - - �EETS2�3 iXdX37fiT'A{ULISPEGS. _2I r""+" 1 PRESSURE flF MULTIPLE MUL[.tONS OR FEh7ESTRA'TION FRODUCTS SHALIAPALY � w I�T„� 111 „� ' t� � 125X3.188X285MS1LLSPECS.12 � OPEteNG 1.25X326%1UOMULLSPECS.._13 = �j�4 ms` 2^ � ` �E�� 6)WHEN FINDING YnUR SIZE IN THE MULLION TASL.ES,ALWAYS ROUND UP 70 7f-IE NEXT SIZE SHOWN ON 7HE 7ABLE�S). L26 x azs x.d24 MULL spEcs. �4 z MULL FOR 1.25X&94X,624MULLSPECS....15 � �� Z LE4f#7N HOR�Z�N('At � � � �yi �ANCtiOR EMBEDMEN7 TQ BASE MIATER�AI 3HALl 8E BEYOND WAC�.DRESStNC�QR STUCGO.WOOD&UGKS BY OTHERS,MUST 2 X d X 25 MU�L SRECS, ._._16 � ,x 9EE DE7AIL E, 2 X 8 X 25 MULL 9PEC9.,.. 17 // �/ BE ANCHORE�PROPERLY TO TRANSF6R LOAOS TO THE STRUCTURE.ANCHORS SHALL BE CpATED OR CORROSION RESISTANT Q (�J ^ � 3HEET 3 1.28 X 211 X.125 MULL 9PEC5. 18 // AS APPROPRIA7E FQR SUBSTRATE MATEI2IAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS RE�UIRED TO PREVENT F- // 80'X 3.25 BAY MULL SPECS.._._19 Z Q ,�'PU, p y REACTIQNS. 45°X3.25 BAY MIAL SPEGS._.._z0 Q Q Z N �" 6iUCtiORt&c�1P61AiENSIONS.._21-23 F" 2's s4 � FEN6SiRATION 0)ftEFERENCE:TE37 REPQRTS:FTG6Aq3;ELCO UI.TRACON/A6GRE-GAT4R NOA'S EXAtnpiES f 8 2. .�,.. ._.24 U3 �� Pft00UCfS MAY LOAOING EXAAAPLES. .._.,._._.._.ZS (p �oFrv+vTv�E. 9)MULLIONS AND CLIPS HAVE BEEN DE5IGNED$7ESTED TO COMPLY WRH THE REQUIREMEN75OF THE FLORIDA BUILDING W CK Mtrs�ef CpDE,AND ARE APARflVEO FOR ttdPAC7 AND NON-IMPAGT f WPLSCATi0N5.MULUpNS RRE ONLY i0 BE USEo WITH � � [�!) y / i i; M g�p�� P6T-APPROVEO FEHESTRATIOM PRODUGT&NAVINC�CURRENT ARPROVALS. U �' ¢ O O � 10)MULLIONS AR8 IN COMPLIANCE FOR USE IN 7HE HVHZ. a� Z�� � � � E�� �ttcwzOr77ac �5�'OG�� i1}QllANTtTYOFUNiTSWtTHtNAM�LTlPLEMULl.E6ASSEMBl.Y�SUNLIMi7EOPRO11�oEDTHA7THESPANANDOPENING � a �� -�d'q� 1-- MU�L 6tieeT52a WIDTWHEIGHTQFEACHINDIVIDUALMULLIONCQMPLIESWITNTHERECIUIREMEN7SOFTHISNOA. LENGTH HORIZONTAL ��G� INSTRUCTlONS: A�DRIONAL EXAMPLES OF MULL CONFIGURATIONS7 1)DETEftMINE THE DESIGN PRESSURE REQUIREMENT(LBSIFT'1 FOR THE OpENING USING THE ASCE•75TANDARD. NowZ niutt tet�t�rn--{ 21 CN40SE A MULUON TYPE THAT'MLL fiT THE DEPTH OF 7HE FENESTRA7iON AROOUGTS FRAME DEPTti. ��NmH~ �OFENINGWIDTN�-�1 f-- � � 3)REFER TO 3HEET 26 70 OETERMINE IF7HE WIND I.OADING IS'RECTANGULAR'OR'TRIANOULAR?RAF'FZOIDAL' � �' � a�N�� 4}FlryD THE GHOSEN MtlLLION'S MUtLiON CAPACITY{(,gSIFC'1 FROM TABLES tA 7HROUGH]BA,ON SHEETS 5 7HROUGN 20 RESPEC7IVELY,USSNG PR�UCT REV1SEp HF~R� THE MULLtON TYPE.�EN6TH AND OAENING WIDTH pt2 NEIfiNT(OEPENDiNC>IFTHE MULI.ION i8 3PANNING VERTICAt.LY 6ft HOR}20NTAttY}.THE Aulfdigy�(`o fc j��Ft�� OPENING MULI HOaiz. Vefii. MULLION GAPACITY(L83/FT'1 OBTAINED SkIALL MEET OR EXCEED 7HE DESIGN pRESSURE REQUIREMENT(LBS/FP)FOR THE OPENING 06TAfNED IN AcaManw Na 1 �2�• HEIGHT � LEN�TH � � �� jf' lAULL $TEP 1�. 8 iml� Dule ZA� � � � L�H � 5)FR4M THE SAME TABLE USED IN STEP 4}ASOVE,FlND 7HE Vh�UE tN St�NEXT COLUM�!ANCHOR CAAACITY REQU2S2E0 iLBS}.THIS VRl.tJE 87 REPRESEN7S THE WINDLOAD TRANSFERREA TO THE SUBSTRA'fE BY THE ANCHORS AND MUSTBE MET 70 ATfAIN THE FUtC MULLION CAPACiTY '�'L� nOt�'�� SINGLE MtAIfON StNGIE MULLIpN �ppg��jcWq�rotiuu 6)FROM THEANCHOR CAPACITY(LBSI TABLE ON THE SAME SHEET AN�USING YOUR ACTUAI.SUBSTRATE GONDITION(MULTIPLE ��y LYNN��4� aaeNiNOmoni ANGHORJSUBSTRATFJANCHOR-GIIPPATTEftNMAYRPPCY}S£LECTANANCtiDRCIiPPATTERNRNOVERiFYTHAT'MEREQUIREDrWCNOR �� .�tiON•�•• .,�l� �ii �FORVERT7C�Mutt CAPpCiTYt5MET. `e�'L:'L1GEN5$•-�'P .. "1SEECOttResvaNDINGDEtA11.5 MULTIPLE MULLIONS �.� � �•.;ti = L FROM Fiause 7 ntiOve. 7)IF 7HE MULUON CAPACITY(LBS/FT�)OBTAMED IN 7HE 7ABLE IS HIGHER 7HAN THE LIESIGN PRE5SURE REQUIREMENT(LBS/FT°)FORTH@ No,�6705 OPENIN6,YQUMAYUSETHE'ANGHORGAPACtTYADJUSTMENTFORMUtA"T406TAINTHELOWERANCHORGAPACI7YREQUl12ED.WITHTMS - • = VALUE A LOWER ANCH4R CAPACSIY tSPTiON MAY eE SELECTEO F6R THE SAME SUBSTRATE - /�} -� I � _ .-0�'�"� b . 41, STANDARDS USED: 8)VERIFY 7HE DESIGN PRES3URE RATINQ(LBSIFP)FOR THE FENESTRATION PRODUGTTO BE USED AN�CAMPARE WITH TH@ FWAL MULLION 'P '• S 7E F .�<C/. +2014 FLORIDA 9UILDING CADE{FBC),5TH EOITIRN ' n ' • `a � •hNSUAF&PA NDS-7A52 FOft WQOD G4N57RUGTlON CAPACtTY lCBSiFT')d9TAiNED FOR THE MUI,l10N SYSTEM.THE l0 WER�R THE TWO SHALL ApPIY FOR 7tlE EN7lR6 MULLED FENESTRATIpN �T ''.F{ORiC)�'`� ��".,`` •ALUMWUMOESIGNMANUAL,ADM1d�2010 PR04UCTASSEMBLY �ir�`s`S�'•� .. • `y�?� AISI-S700-071S2-2010 S)HIGHLIGHT OPTION USED AND TABLE VAIUES USBD IN A SPECIFICAPPI.iCA710N WHEN USING THIS NOA TO APPLY FOR A PERMFT A�LkN I� Ft��E, � ��. � � FL P.E.#58705 }