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4 <br /> 12Y MAX.OVERALL FRAME WiDTH WKIN) �V •• • <br /> Oft.-Lite ]"MULLION <br /> H 67 MAX SINGLE 67 MAX.SINGLE <br /> UNR FRAME WIDTH UNR FRAME WIDTH i V ,.• GJ u <br /> indows .... yy <br /> ����`�••mot•••• •�``�`` _}m E <br /> Bringing quality to light. ''��ir P ��`� Z 0020 <br /> t n^ � 8N•: <br /> 1020 born.hMpp Parkway £P <br /> Sireetsboro.Ohio4424I � pFac m�� <br /> 19044 ALUMINUM MULLION B ' s° £ �Z y <br /> �� 2 v 0� <br /> a <br /> n , z F <br /> 4 <br /> F!tz <br /> GENERALNOTES l,I 2 lI o� <br /> i. fits product has been evaluated and b in compliance with the 6th Edition(2017)Florida <br /> W <br /> F Building Code(F8C)structural requirements,excluding the"High velocity Hurricane Zone'. 3 <br /> 2. When used in areas requiring wind bome debris protection,this product(if mulled togetherwith SASH NOTY 2 0l n <br /> impact rated windows)does not require protection from an Impact resistant covering when SHOWN MULLED TWIN WINDOW UNITS SHOWN <br /> used In Wind Zones 1,2 and 3 as defined by ASTM E 1996 and FBC Sections 1609.122& FOR CLARITY a <br /> $ J. <br /> (Multiples also approved) <br /> R301.2.1.2 <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 /> 7 product must be protected with an impact resistont covering complying with FBC Sections Drsrcri PRESSUNE(PSry <br /> 1609.1.2&R301.2.1.2 �r <br /> MAl(.¢INGIE UNIIFRAME WIDTH - n N <br /> .z <br /> 4. Wood bucks by others,must be anchored property to transfer loads to the structure and be 36":' 33 4G'.' 42,_ 44• A.6": <br /> reviewed by the Buiding Official. sa 50 48 46 44 A2 40 39 36 37 36 35 35 34 34 N <br /> f <br /> iv 5. Separate product approvals for each glaring product used with these mullions must be 88• 52 50 48 db 44 42 41 40 39 38 37 36 36 35 <br /> submitted along with this mullion product approvoi.The design pressure rating of the assembly e6'. 55 53 50 48 46 45 43 42 41 40 39 38 37 37 <br /> shall be the lesser of the load capacity of the mullion as specified using this approval or the <br /> design pressure rating of the individual glazing products used. B4' 58 55 53 51 49 47 45 44 43 42 41 40 39 39 a a ,; <br /> 6. Anchoring of each glazing product to the mullion shall be as shown In this drawing or as shown <br /> a s2' b2 59 56 54 52 51 49 48 46 45 44 43 42 42 <br /> $ Z eo^. 65 62 59 57 55 54 52 51 49 48 47 46 46 45 0 < <br /> In each individual glazing product approval,whichever h more stringent. o N a <br /> 78" 69 1 66 63 1 61 59 57 1 55 54 52 51 50 50 49 48 - 'e <br /> 7. MuiGon anchor embedment to base material shall be beyond wall dressing or stucco. 76' 73 70 67 65 63 61 59 58 56 55 54 53 52 52 z o° <br /> Pr 75 75 71 69 67 65 63 62 60 59 58 57 56 56 <br /> 5 8. Any conditions not covered in this evaluation are subject to separate engineering evoluation. wtr T O 16 t 2 <br /> 7z... 75 75 75 74 72 70 68 66 65 It <br /> 62 61 60 sc�: N.T.S. m <br /> TABLE OF CONIIMS MO.er: JK <br /> € SHEETtt DESCRIPTION 70• 75 75 75 75 75 75 73 71 70 66 65 65 m«.ah LFS <br /> Typical eiovations,design pressures&general notes 6s• 75 75 75 75 75 75 75 75 74 72 71 70 c�nL 1 2 MuiGon detaas&crass sections Ft—t6028.T• 75 75 75 75 75 75 75 75 75 75 75 75 <br /> sxa:r 1 or 2 O <br /> a <br /> d <br />