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• 1 <br /> — • 125'MAX.OVERALL FRAME WIDTH(TWIN) <br /> Llt <br /> 1"MULLION o Q:ii n <br /> �0=ATc 62"MAX.SINGLE 62TMAX.SINGLE -N;7 z •'O <br /> M�7 UNIT FRAME WIDTH UNIT FRAME WIDTH d%:, o m <br /> '•., 6J`, loin <br /> j.O(O m <br /> Bringing quality to light. .,/,�� ,p ``��• w> 1 m <br /> 10250 PM6pp Parkway ��� 1 11111 N m z <br /> Streetsboro,Ohlo 44241 o d <br /> ry a E o 9"Ng 9 56 <br /> L <br /> 19044 ALUMINUM MULLION , z b E o z <br /> 2 o0. �. <br /> 1d <br /> o GENERAL NOTES 2 <br /> ow <br /> $ 1. This product has been evaluated and is in compriance with the 6th,Edition(2017).Florida <br /> F' Building Code(FBC)structural requirements,excluding the."High Velocity Hurricane Zone". 3 <br /> 1 When used in areas requiring wind borne debris protection,this product(if mulled together with. 2 v <br /> 3 impact rated windows)does not require protection from an impact resistant covering when' SASH NOT o w <br /> o used in Wind Zones 1,2 and 3 as defined by ASTM E 1996 and FBC Sections 1609.1.2.2& SHOWN MULLED TWIN.WINDOW.UNITS SHOWN & a a <br /> R3012:12.1. FOR CLARITY .(MDitiples also approved) o a <br /> N} <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 /> product must be protected with an impact resistant covering complying with FBC Sections_ m m <br /> 3 DESIGN PRESSURE(PSI) 4 .. <br /> 0 1609.1.2&R301.2,1.2.. <br /> 77 <br /> : �Y properly MAX SINGLE UNIT FRAME WIDTH .':...,...56"' �58" <br /> 4. Wood bucks b others;must be anchoredto transfer loads to the structure:and be 36 1.38 40" Q2-: ;44", '46" sI:�W' iiO 1S" 54 N N <br /> 60" 62":, z a reviewed by the Building Official. d o <br /> 90 .. 50 .48. 46 *.44. 42 40 39 ' 38 37 " 36 ..35' 35 34 34 w w o <br /> 5. Separate product approvals for each glazing product used with these mullions must be se^ 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' o o <br /> shall,be'the lesser of the load,capacity of.the mullion as specified using this approval or the ,• 'S5 53 50 48 46 .45. 43 42. 41 40 3- 38 37 . 37. <br /> design pressure rating of the individual glazing;products used. 94",. 58 55 53 . 51 49'. 47 45 44 43' 42 41; 40 39 39 0 0 <br /> 6. Anchoring.of each glazing productto the mullion shall be as shown in this drawing or.as shown;. H. 6�" b2 59 56 54 52 51 49- 48 46 45 44 43 42' .42 <br /> in each Individual,glazing . G5 62. 59 57 55 54 .52 . 51 49. 48' 47 46 46 45 g g product approval,whichever 1s more stringent. o' o„ <br /> .. �.. N.-Q ?. <br /> 78". '69 66 63 61 59 57 '55 54 52 51 50 50 49 48 <br /> 7. Mullion anchor embedment to base material shall be beyond wall dressing or stucco. �' N z° <br /> i 76^._ 73 70, 67 65 63- 61. .59 58 56 55 54, 53 52. 52 <br /> a B. Any conditions not covered in this evaluation are subject to separate engineering evaluation. -. 94" 75 75 71 69. 67 65 63 62 60 59 58 57 56 56 DATE i 0/1 s/12 i <br /> - SUIE 0 <br /> TABLE OF CONTENTS <br /> 72 75: 75 . 75 74 72 70 68. 66 65 . 63 62 62 61 . 60' N.r.s: <br /> SHEET#- DESCRIPTION 70" 75. 75 75 75 75 75 73 71 70 69 67 66 65 65 owo.er: JK m <br /> cHN.er: LFS - 3 <br /> _ 1: Typical elevatlons,,design pressures&general,notes. 68'; 75: 75 75 75 75: 75 75 75 74 74' 73 72 7b 70 OpnW NG No.: <br /> r 2 Mullion deta.Us&cross sections• _ <br /> in %o <br /> N <br /> NO <br /> 66^ J5 75 75 75 75 75 75 ' 75 75 75 75 75 75 75 FL=16026.7 ro <br /> - sHc[r_L of 2 <br />