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a{' _ 09 12SMAX.OVERALL FRAME WIDTH(TWIN) �p.�.. ' •�d�''y <br /> Oftite <br /> 1"MULUON ?. Sys!•• • <br /> Q=a <br /> 62"MAX.'SINGLE 6T MAX.SINGLE 5 8 •2� n ' <br /> indoWs UNIT FRAME WIDTH UNIT FRAME WIDTH V,• z le:O <br /> Bringing quality to Iight. ��'�.�• ••��`�` <br /> 10250PhlippParkway '�'�� 1IIlis �`` s c <br /> Streelsboro.Ohlo44241 � � 9 8 N o= <br /> x <br /> Em imov. <br /> �. g got <br /> 19044 ALUMINUM MULLION o= 1 Z r1 g1g �Z <br /> ti 2 � .. S � <br /> �a <br /> a <br /> $ z�. <br /> U <br /> o �z <br /> GENERAL NOTES LW K2 <br /> 1. This product has been evaluated and Is in compliance with the 6th Edition(2017)Florida , 2 z a <br /> m <br /> Building Code(FBC)structural requirements,excluding the"High Velocity Hurricane Zone". _wy <br /> R 3 <br /> e 2. When used in areas requiring wind bome debris protection,this product(if mulled together with 2 c� <br /> impact rated windows)does not require protection from an impact resistant covering whenSHOWN SASH NOT o w <br /> used in Wind Zones 1,2 and 3 as defined by ASTM E 1996 and FBC Sections 7609.1.2.2& FOR CLARITY MULLED TWIN WINDOW UNITS SHOWN & a <br /> $ R301.2.1.2.1. _ (Multiples also approved) <br /> 3. In Wind Zone 4,as defined by ASTM E 1996 and FBC Sections 1609.1.2.2&R301.2.1.2.1,this <br /> �Sm <br /> product must be protected with an impact resistant covering complying with FBC Sections <br /> e 1609.1.2&R301.2.1.2. uEticN PRESSURE(Psf)' :;' f<fa <br /> "MAX-SINGLE UNIT FRAMEN7Dr11 SaC:- ':a_-' :'..:'_ .,'.J.• : n v <br /> 4. Wood bucks b others,must be anchoredpropertyto transfer loads to the structure and "rh ;= ,. s"... •- N N <br /> Y :36: .`38 ' .,40".` '.42`_ .:441` .46"-. ',:48°: ,'SO"z._ 52""'`>64r `.:d0`. .`6T.. yr <br /> reviewed by the Building Official. :'=: 50 48 46 44 42 40 .39 . 38- ._37 36 35 35 34 34 8 w U,CZ)�� <br /> $ 5. Separate product approvals for each glazing product used with these mullions must be '-;BB".� 52 50 48 46 44 42 41 �40 39 38 37 36 36 35 <br /> submitted along with this mullion product approval.The design pressure rating of the assembly gd"^. 55 53 50 48 46.- 45 43_ 42 41 40 39 38 37 37 0 0 <br /> a shall be the lesser of the toad capacity of the mullionn-as specified using this approval or the w w <br /> design pressure rating of the individual glazing products used. = 84" 58 55- 53 51 49 47 _45 44 43 42 41 40 39 39 o c - <br /> >> " <br /> a , 62 59 56 54 52 : 51,. ':49 48 46 45 44 43 42 42 <br /> 6, Anchoring of each glazing product to the mullion shad be as shown in this drawing or as shown y �- �^ <br /> In each individual glazing g z" =.'ea^ ' 65 62 59 57 55 ` 54 52 51 49 48 47 46 46 45 0„! <br /> g g product approval,whichever is more stringent. o , F <br /> 69 66 63 61 59 ..57 55 54 52 51 50 50 49 48,, ' ��R <br /> 7. Mulron anchor embedment to base material shall be beyond wall dressing or stucco. i <br /> 3 76" . 73 70 67 65 63 "61 - 59 58 56 55 54 53 52 ;'52 N °z � <br /> y 8. Any conditions not covered in this evaluation.are subject to separate engineering evaluation. :74 75 75 71 69 67 65 63 62 60 59 58 57 56 . 56 wrE 1 o i s 12 : <br /> 75 75 75 74 72 70 68 66 65 63 62 62 61 b0 U.,�. : <br /> 9 <br /> iAUTE OF CONTENTS' S <br /> € JK- <br /> SHEET B DESCRIPTION c:70 75 75 75 75 75 75 73 71 70 .'69 67 66 65 65 owo.ew F5 m <br /> d 1 Typical elevoliions,design pressures&general notes C10` of LFS ; <br /> 68";'" 75 75 75 75 75 75 75 75 74 74 73 72 71. 70 OMN7NG•ND.: rc <br /> r 2 MulNon details&cross sections n <br /> R did" 75 75 75 75 75 75 75 75 75 75 75 75 75 75 FL-16026.1 H <br /> "� SHEET�• OF 2 <br />