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EXAMPLE 7•SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SI�ES THE WIN�OW FRAME DEPTH IS 2-1/9'iHE OPENING REQUIRES A DESIGN PRESSURE OF+80.OF80.0 P3F. � � -
<br /> 1)INITIALLYASSUMING THAT A 7'WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72'AND THE OPENING N7DTH IS 32'+32+1"�5'REFERFNCING SHEET 25,THE COLUMN USING °���^
<br /> NOIWCHORS IN HFAD RECTANGUUIR LOADING MUST BE USED.SCAN TH6 MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2-1f4'AND WILL MEET OR EXCEED THE RE�UIRED ��b� i
<br /> �ESIGN PRESSURE OF+�.0%80.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE TNE NIX7 LARGER SIZE AVAIV�BLE. ��x�' a
<br /> ��� °
<br /> �SEe SeE FROM TA9LE 3A.SHEEf 7,THE 7"X 2.75 X.375'61ULLION�LENGTH=72',OPEN WG WIDTH=70')MEETS THE DEPhI REQUIRED,HOWE�/ER THE DESIGN PRESSURE 1S+/-88.3 PSF AND WOULD �
<br /> FENESTRATION D�nnS. NOT BE SUITABLE FOR THIS APPUCATION. a�` �
<br /> PRODUCI'S SHEETS �z � �'
<br /> awKtovnf.\ 23 FROM TABLE 4A,SHEET 8,THE 1'X 2.T5'X.850'MULLION(LENOTH=72'.OPENINO WIDTH=70')HAS A DESIGN PRESSURE OF+h72.7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE � LL
<br /> �q- OPENING AND MAY BE USED IN THIS APPLICATION.NOTE THE ANCHOR CAPACITY REOUIRED OF 636 L&S. N
<br /> MULLION E m
<br /> ��ein � 4 2)USE TABLE 4B TO FIND THE ANCHOR TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOP THE WOOD SUBSTRATE.BOTH THE STAtmARD CLIP WITH(4)ii12 ANCF�RS/W D THE 2X5
<br /> ANGLE CLIPS WITH(4)q12 ANCHORS HAVE A CAPACITY OF 685 LBS.THOUGH EITHER ONE COULD BE USED,THE STANDARD CLIP IS EASIER TO INSTALL Z �N� N
<br /> �/ SEE
<br /> oeiwi.s, 3)VERIFYTHE DESIGN PRESSURE OF THE FENESTM110N PRODUCTS USED WITH THIS MULLION SYSiEM.THE LOVYER DESIGN PRESSURE,OF MU WONS OR FENESTRATION PRODUCTS,WILL � W
<br /> SHEEfS qPPLY TO THE OVERALL ASSEMBLY.FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND TIiE FENESTRATION PRODUCT 9E INSTALLED INACCORDANCE NflTH THE ' _
<br /> �--2'3 lNSTALIATION SPEGFICATIONS INTO RESPECTIVE SUBSTR47ESAND FENESTRATION PRODUCTS TO MUi-LION.
<br /> � �� N
<br /> IN THIS EXAh�LE,THE DESIGN PRESSURE REQUIRED WAS r!-6Q0 PSF THE OVERALL MULLION SYSTEM WAS DEfERMiNED TO BE 72.7 PSF WITH PN M1GiOR CAPACIT/OF 838 LBS ALTERNATIVELY, W o� �
<br /> NO ANCHONS IN W�NDOW SILL THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USm TO CALCUTATE THE ANCHOR CAPACITY REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: � � N
<br /> �3T�� MULL WIOTH 838 LBS J
<br /> �2 (60 PSF)X( )=524.9 LBS (MAY BE USED TO�UALIFY tF 10 STEEL SCREWS FROM TABLE 4B) � ]
<br /> ��---oveNlrucwroni 72.7PSF Z � m �
<br /> THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER/WD SILL THE WWDOW FRAME DEPTH IS 2-3l8"7HE OPENINO REQUIRES A � � � ��
<br /> DESIGN PRESSURE OF+50.0l-55.0 PSF. . � �Z
<br /> J
<br /> Q � �
<br /> FOR THE VERTICAL MULLION: ~ Q N o
<br /> Z
<br /> �)INI7IALLY ASSUMING THAT A 7'WIDE�1ULLION IS SUITABIE,THE MUILiON LENGTH IS 3Y+72+7•=705'AND iHE OPENING WIDTH IS 36'+36'+7•=73•.REPERENCINO SHEET Z5, Q Z
<br /> �THE COUIMN USING RECTANGULAR LOADING SHALL BE USED.SCAN THE MULLION TABLES FOR A MULLtON TiAT ISAT LEA5T THE WINOOW FWIME DEPTH OF 23I8'AND WILI N [p� O p
<br /> MEET OR EXCEED THE REQUIRED DE61GN PRESSURE OF+60.01-55.0 PSF.IF THE TABLE DOES NOT SHOW THE EXACT SIZE,USE THE NEXT LARGER SRE AVAILABLE. � J� � S
<br /> E%AMPLE 2:MULTIPLE MULLIONS W d
<br /> FROM 7ABLE 3A,SHEET 7,THE 1'X 2.75'X.375 MULLION(LENGTH=108',OPENWG WIDTH=80�MEETSTHE DEPTH REQUIRED,HOWEVER THE�ESIGN PRESSURE IS r/-�5:7 PSF a' � � �
<br /> �tULI WiU7H-ir- pND WOULD NOT BE SURABLE FORTHIS APPLICATION. V a �
<br /> FROM TABIE 12q SHEET'I6,THE 2'X 4°X.2W'MULLION(LENGTH=108^,OPENINGVNDTH=8D')HAS ADESIGN PRESSURE OF+/-64.7 p5F WHICH EXCEEDS THE REQUIREMENTS a �� Z y N
<br /> seE FOR THE OPENING AN�MAY BE USED lN THIS APPLICATION.NOTEiHEANCHOR CAPACIN RE�UIRED OF 971'LB3. �� m O s0
<br /> DETA7L5, �m�
<br /> 37� FENESTRATION SH�iS BECAUSE IT IS NOW KNOWN THAT THE MULUON WILL ADD 2°TO THE 4YIDTH OF THE MULLED UNIT.THE ADJUSTED OPENING WIDTH IS 38'*38'+2'=74',NOT 73'AS PREVIOUSLY � �°���
<br /> r� pqO�uct5 ��� ASSUMED.VERIFY7HAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR 7HE AQIUSTEO OPENING.ALTERNATIVELY.THE WINDOW WIDTHS MAY BE REDUCFA TO MAINTAIN
<br /> APPROVAL \ - THE 79"OIMENSION(35-1/2'+35-1R'+2'=73�,
<br /> I '
<br /> � ' 2)USE TABLE 12B TO FIN�THE ANCHOft TYPE,ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CANCRETE SUBSTRATE.IN THIS EXAMPLE,ASSUME THE POURED
<br /> � � CANCRETE HEADER AND SILL ARE B'WIDE.IF THE MULLION CIIP WERE TO BE CENTERED N7THIN THE B',CARE MUST BE TAI�NTO MNNTAIN THE FASTENERS EIX£�ISTPNCE.
<br /> VERTICAL�r _ 1
<br /> MULLION LI ��E � s�E - USING THE STANDARD CLIP WfTH(6)3118'ULTRACON ANCHORS ATAN E�GE DISTANCE OF 2-7f2'GIVES AN/WCHOR CAPACITY OF 5050 LBS NMICH IS GREATFR,AND
<br /> �E�TM oeTa�s, oEra�e, TM�EFORE SUITABLE,FOR THE REQUIRED ANCHORCAPACIN OF B71 LBS.
<br /> 6 SHEE7S 2-3 9HEET 3 FOR THE HORIZONTAL MULLIONS:
<br /> OPENQVO ,
<br /> HEIGHT BECAUSE THE VERTICAL MULL WILL BE A 2'X 4'X.250'MULLION,IN THIS EXAMPLE WE WILL MHTCH THE HORIZONTAL AND VERTICAL MUWONS,ALiERNATIVELY,ANOTHER
<br /> F� MULLION TYPE CAULD BE CHOSEN.
<br /> ���N�Z // �/ PRODUCT REVIS6D
<br /> 1)THE MULLION LENOTH IS 36'AND TH6 OPENING HEIGHT IS 32'i72'+2'=105.REFERENCING SHEET 25,THE COLUMN USINOTRAPE201DAl/iRIAt�GULAR LOADWG MAY BE ��mplyiny wilh Oc Fled�
<br /> USED.FROM TABLE 12A,SHEET 18,THE Y X 4'X 250'MULLION(@ LENGTH=42",OPENING HEIGHT='120'°)HAS A DEStGN PRESSURE OF+/-170.0 PSF WHICH EXCEEDS THE a����ttP��m��,y 16•OZ!S•03
<br /> REOUIREMENTSFORTHEOPENINGANDMAYBEUSEDINTHISAPPLICATION.NOTETHEANCHORCAPACITYf�(lUIREDOF521L85. •p����p�� /102�
<br /> SEE
<br /> �ETN�s. 2)USE 7ABLE 12B TO F1ND THE ANCHOR TYPE,ANCHOR OUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE IN THIS EXAMPLE,ASSUME THE CMU JAMBS ARE 8' By
<br /> 51tFETS yy�pE,IF7HE MULLION CLIP WERE TO BE CENTERED NATHIN THE 8',CARE MUST BE TAKEN TO MAINTAIN THE FASiENEft'3 EDGE DISTANCE.USINGTHE 2X5 ANGLE CLIPS WITH Miam Dode�roduq _
<br /> �a (4)3116"UITRACAN ANCHORS ATAN EDOE DISTANCE OF 7'GIVES AN ANCHOR CAPACITY OF bA0 LBS WHICH IS GREATER,AND 7HEREFORE SURABIE,FOR THE REQUIRED 1�����11
<br /> ANCHOR CAPACITY OF 521 IBS. ���V��� LY�;���tiJ/i ��/i�
<br /> s0•,F�OFUZ ��36',HORiz. 4)FOR THE U•CLIP IN THE HORIZONTAI.MULLION TO VERTICAL MULLION,USE THE SAME ANCHOR CAPACITY OF 521 LBS.TABLE 12B FOR THE U�CLIP SHOVYS THE ANCHOR �`�c�•'��,\GGNSt�'•�FP %
<br /> MULL LENGTH MULLLENGiH CAPACITY IS 1074 LBS WHEN 11SING 3 ANCHDRS,WMICH IS GREATER,AND THEREFORE SURABLE,FORTHE REQUIRED ANCHOR CAPAGTY REQUIREMENTOF 621 LBS.THE
<br /> �OPEMNG WID1N FOR VERi1GLMULL ANCHOR TYPE IS A#12 STEEL SCREW, - '`�' '�`'-
<br /> . Ido.!i9705
<br /> FROM THE ABOVE STEPS,OUR MULLIOtJ�E51GN PRESSURE IS = /� : -
<br /> +46q,7 PSF FROM THE VERTICAL MULLION; '.•v�"`�� ',Ej..; ��-�
<br /> +/-�70.0 PSF FROM THE 36'HORIZOM/1L MULLION ATTACHING TO G7U; �-�f'• I( j�U�
<br /> +/-170.0 PSF FROM THE 36'HORIZONTAL MULLpN ATTACHWGTO THE VERTICAL MULLION(INTERSECTI�. ;(� • S�AfF O� ,J;
<br /> THELOWESTDESIGNPRESSUREIS+/-64.7PSFANDWOULDAPPLYTOALLOFTiEMULLIONS. ���� '• FLOftl9P'-' {'���
<br /> V E R I F Y T H E D E S I G N P R E S S U R E O F T H E F E N E 5 T R A T I O N P R O D U C T S U 9 E D W I T H T H I S M U L L I O N S Y S T E M.T H E L O W E R D E S I G N P R ESSU R E,OF MULLlONS OR FENESTRATION ,�i�s'��n N J�L��t`�
<br /> PRODUCTS,N7LL APPLY TO THE OVERALL ASSEMBLY FINAI DESIGN PRESSURE RE�UIRES THAT THE BOTH THE MULLION AND THE FENE5TAATION PROOUCT BE INSTALLED IN �
<br /> ACCARDANCE Wlhl THE INSTALLATION SPECIFICATIDNS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO AIULLION. A.LY�IN MILL�}�,P.E.
<br /> FL P.E.tF 58705
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