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SUITABLE FOR ALL LOCATIONS REQUIRING GENERAL No7E5: �� NON-IMPACT OR LARGE AND SMALL 1j DETAILS SHOWN ARE FOR THE MULLION ONLY.ANCHORS SHOWN ARE IN ADDITION TO ANYANGFIORS REQUIRED FOR THE 0 �� MISSILE IMPAC7-RESISTANT PRODUCTS FENESTRATION PRODUCT INSTALLATION.TYPICALAPPLICATIONS ARE SHOWN.EACH 31TUATfON IS UNIQUE AND SHOULD BE ��^� � EVALUATED BYAN E%PERIENCED INSTALLER FOR THE BEST INSTALLATION METHDD.OPTIONAL 1X OR2X WOOD BUCKS IF USED, GENERAL NOTE8..... ._..-• ._._t LL MUSTBEANCHOREDPROPERIYTOTRANSFERLOADSANDARETOBEOESIGNEDBYOTHERS. INSiRUciIONS.._._._.__._-.-•-•t z�� o _6_EVATIONS_....""'.'.__-.__.._1 �S i� z FIGURE 1: 2)THE TYPE AND NUMBER OF ANCHORS IS CRITICAI TO THE STRUCTURAI PERFORMANCE OF THE MULLED UNRS.MULLIONS MULL T02x WODD.._..._..___. 2 02 �` � MULTIPLE �^OPHlING WIDTH FOR VEFi71CALMULI aftcHesio eE HpVE BEEN T£STED AS'FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS,BUT SHALL NULL70 iX 8 mnSONRY._.___. 2 � MULLIONS � —'� SEEOETAI� �NSCRIBEDINSIDE INSTALLATIDNNOTES._.... ._•2 d / RECTANGUTAfi NOT HAVE A GAP OF MORE THAN 1/4'FROM THE CLIP. MU�L TO MASONRY_.........._..._.3 Aa.G.H; SNME MULLTOSTEELSTUD__.._.__,._.3 N 1 SHEET6 2-3 m 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CARRESPONDING TO THE RE(lIJIREO MULL TO MU�L_....._......._.._._...a � i r""'T DESIGN PRESSUftE,MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180.THE 1/3 STRESS INCREASE WAS NOT USED /NCFiOA SPECS_........_.._.__._._3 Z �r p � 'i j� �� / `�\`;\ IN THIS ANCHOR EVALUATION.THE 1.B lOAD DURA7ION FACTOR WAS USED FOR 7HE EVAIUATION OF WOOD SCREWS, n�i�ruu7Aiflc�m5.._........__..4 Q F BAY MULL INSTAIVaTION_.._. .4 � �� / � �/ ��; 4)PROPER SEALING OF ENTiRE A3SEMBLY IS THE RESPONSIB{LITY OF OTHERS M!D IS BEYOND THE SCOPE OFTHESE �X 2 X.125 MULL SPECS_.._.._...5 � i/ INSTRUCTIONS. 1X2X.375MULLSPEC&__._.__._6 � _ \\ 7X2.75X.37bMULLSPEC9._..__7 � ` 1X2A6X.66MULL3PECS...____B � Z �o � seAOHau c � �1� � �� 1� 5)USE THE COMaINED WIDTH OR HEI6HT OF ONLY TWO ADJACENT FENESTRA710N PRODUCTS TO DETERMINE PRESSURES AND 7 X 3.126 X.500 MULL SPECS__....9 m p o O sHeers za � �� 1 SEE DETAILS /W�y{ORAGE FaR THE COMMON MULLION,SEE EXAMPLES ON THIS SHEET ANO SHEET 24.FOR MULTIPLE UNITS,CONSIDEft 1%4 X.1Y5 MULL SPECS_._.___._70 � � � � qinrsua; pNLYTWOADJACENTUNITSATATIMEWHENUSINGTHEDESIGNPRE8SUREANDANCHORAGETABLES.THELOWESTDESIGN �X4X.37GNBElAULLSPECS...11 � Q J 1\ � SHEETS 29 1 X 4 X 376 T IdULL SPECS._.__'I7 � � � ` i� ��lil � Ij / p�� PRESSUREOFMULTIPLEMULLIONSORFEtJESTRATIONPRODUCTSSHALLAPPLY. �'�X326xxooMU�LLSPECS..�t3 = J � g �' �RT• � H��T 8)WHEN FINDING YOUR SIZE IN 7HE MULLION TABLES,ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). �.?5 xa25 X.sza tnuLL SPECs.._.�a � W� MULL FOR 125X394X.824MULLSPECS,. �5 � LEN6TH HORIZOMAI 2 X 4 X 25 MULL SPECS.___.._. 16 � Z� � rcmZ 9EE DEfA1L E, �� )ANCHOR EMBEDMENT TO BASE MATERIAL SHAIL BE 9EYOND WAIL DRESSING OR S7UCG0.WOOD 8UCK3 BY OTHERS,MUS7 J a � 2 X B X.25 MULL 9PEC9._.__.._..17 �/ �/ 5HE�73 BE ANCHOREO PROPERLYTO TftANSFER LOAOS TO THE STRUCTURE.ANCNORS SHALL BE CAATED ORCARROSION RESISTANT a W � � AS APPftOPR1ATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHAIL BE PROTECTED A5 REQUIRED TO PREVENT ��fi X 211 X.125 MULL SPECS.._�e � 30'X 325 8AY MULL SPECS.._._19 Z F- Q N O REACTIONS. 45°%3.2b BAY MIRL SPEGS__..._20 Q O Z ^ MULLION 8 CLIP dMEN510NS_.._21-23 1- Z' � � p[��sTqqiWt� �)REFERENCE:TEST REPORTS:FTL-6443;ELCO ULTRACON/AGGRE-GATOR NOA'S E7fAMPLES 1 8 2... ......_.,..........24 N �� g�� PROOUCfS IAAV LOA�ING EXANPlES.._._.__.._._.25 (A ��+�'T�'PE� 9)MULUONS AND CLIPS HAVE BEEN DE310NED 8 TESTED TO CAMPLY WITH THE REQUIREMENTS OFTHE FLORIDA BUILDING � Z N � NUST BE CODE,AND ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS.MULIIONS ARE ONLY70 BE USED WITH �_I� gM p��D PGT-APPROVE�FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. Q � a � Q iil Z � 10)MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVH2. �� 'O�:O I /SEA-0 GN}LS �1)pUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING � � �� . I HORIZOMAL sii�rs2a WIDTWHEIGHTOFEACHINDIVIDUALMULLIONCAMPLIESWIiHTHEREQUIREMENTSOFTHISNOA. � 4-- MULL LENGTH µORIZONTAL �� INSTRUCTIONS: �Ncni AODITIONAL D(AMPLES OF MULL CANFIGURATIONS: 1)DETERMINE THE DESIGN PRESSU(tE REQUIREMEtdT(19S1FT 1 FOR THE OPENING USING THE ASCE-7 STANDARD. LfULL F--OPENING WIo7M--I �~ HORIZ.MULL LENGrFI-� 21 CHOOSE A MULLION TYPE 7HAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH. 777��LENOTH�` � � �, 3�REFERTOSHEET25700ETERMINEIFTHE WINDLOADINGIS'RECTANGULAR'OR'iRIANOULARlTRAPEZOIDAL' I �- � OPENI�� 4 FIND THE CHOSEN MULLION'S MULLION CAPACITY ILBSIFT')FROM TABLES 1A THRDUGH 16A,ON SHEETS 5 THROUGH 20 RESPECTIVELY,U3PIG pR�U��V�SEO HEIGHT � as complying wilh Ilie FIOfiA THE MULLION TYPE,LENGTH AND OPENING WIDTH OR HEIGHT(DEPENDING IF THE MULLION 13 9PANNING VERTICALLY OR HORI20NTALL�.THE Build'm Code OPEI ING Mu« � � HpR�, vEar. MULLION CAPACITY flB3lF1'1 OBTAINED SHALL MEET OR EXCEEo 7HE DESIGN PRESSURE REQUIREMENT(LBSlFI''1 FORTHE OPENING OBTAINED IN pcce�egncoNa 1 �«'• MI HFJGt1T � LENGTH �Ny � � � tdULl STEP7�. E irati Dute IZv� I I � L�H L I �FROM THE SAME TABLE USED IN STFP 4)ABOVE,FWD THE VAIUE IN TfiE NEXT COLUMN ANCHOR CAPACITY REQUIREO(LBS�THIS VALUE B7 f� REPRESENTS THE WINDLOAD TRANSFERRFD TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY 'w� �O��Q ,� OaeNiNG Wroin 8 FROM THE ANCHOR CAPACITY(lBS)TABLE ON THE SAME SHEE7 ANO USING YOUR ACTUAL SUBSTRATE CONDITION(MULTIPLE ��N� LYNN qp��i�� SINGL6MlALION SINGLEMULLION FORVERTICALMULL ) . • . OPENINOWIDTH ANCHORISUBS7RATElANCHOR-CLIPPATTERNMAYAPPLY)SELECTANANGHORCLIPPAITERNANDVERIFYTIiHTTtiEREQUIREDlWCHOR `�1\��••'��ENS �(�F �% �FORVERTICALMIAL CAPACITY IS MET. � Q�� • �' F � • MULTIPLE MULLIONS �'�• �� �SEe CORRESPaNDP1G DEtA1LS 7}IF 7HE MULLION CAPACITY(LBS/FT�OBTAINED IN THE TABLE IS HIGHER 7HAN THE DESIGN PRE9SURE REQUIREMENT(LBStFT'1 FORTHE No.56705 � FROM FIOURE 1 ABOVE OPENING,YOU MAY USE THE"ANCHOR CAPACITY ADJt19TMENT FORMULA"70 OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED.WITH THIS _ � , = VALUEA LOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE SAME SU85TRATE - • (Y� �-a:� 6 .ur� STANDARDS USED: 8)VERIFY THE DESIGN PRESSURE RATINO(LBS/FP)FOR THE FENESTRATION PRODUCTTO BE USED AND COMPARE WITH THE FWAL MULIION :��'• TE f• '�1:` �2014 FLORIDA BUILDING CADE(FBC),5iH EDITION CAPACITY(LBSIFT')OBTAINED FOR THE MULLION SY5TEM.THE LOWER OF THE TVJO SHALL APPLY FOR THE ENTIRE MULLED FENESTRATION ��t�•. F P.•'G\�� •ANSI/AFBPA NDS-2012 FOR W00�CONSTftUCTION pRODUCT ASSEMBLY. ._LOR10,.• , � �ALUMINUM DESIGN MANUAL,ADM-2070 8)HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLCATION YVHEN USING THIS NOA TO APPLV FOR A PERMR ��SS'/ (�1 � ��`` •AISFS700-071SS�2010 A'�Ma�rjl�+�E�`�.E. FL P.E.#58705