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............ <br /> d) <br /> 125-MAX OVERALL FRAME WIDTH(TWIN) <br /> lite IIIMULLION:�� 2.Soft <br /> 62'MAX.SINGLE 62"MAX.SINGLE <br /> 41:0Z- <br /> Z <br /> UNIT FRAME WIDTH UNIT FRAME WIDTH <br /> El-wh I <br /> dows <br /> .......... <br /> Bringing quafiV to light. <br /> Z 0 CO 0 <br /> 10250 PhTipp Parkway 0 F) Z <br /> Streetsboro,Ohio 44241 k h.- ()N 2 4 <br /> CD XZ <br /> ci <br /> le, <br /> 1 -5 E g <br /> 1 6 0 W <br /> �E Z N J,aka 'magi <br /> (D E) 1. C; �t <br /> >U3 C <br /> 19044 ALUMINUM MULLION 0 Z 11. E Z <br /> H � T� <br /> GENERAL NOTES <br /> M oW <br /> 1. This product has been evaluated and is In compliance with the 6th Edition(2017)Florida <br /> -d <br /> Building Code(FBC)structural requirements,excluding the 1ilgh Velocity Hurricane Zone". n <br /> 2. When used in areas requiring wind borne debris protection,this product(if mulled together with 0 N <br /> impact rated windows)does not require protection from an impact resistant covering when SASH NOT oU <br /> T SHOWN MULLED TWIN WINDOW UNITS SHOWN aQ� <br /> used in Wind Zones 1,2 and 3 as defined by ASTM E 1996 and FBC Sections 1609.1.2.2& CL <br /> R301.2.1.2.1. FOR CLARITY (Multiples also approved) <br /> 3. In Wind Zone 4,as defined by ASTIM 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 <br /> DESIGN PRESSURE <br /> 1609.1.2&R301.2.1.2. <br /> �4 <br /> 4. Wood bucks by other,,must be anchored property to transfer loads to the structure and be <br /> _-42 44'� <br /> - A6, 447. -W <br /> reviewed by the Building Official. ci e Z <br /> w 0 <br /> 10— SO 48 46 44 42 40 1 39 38 37 36 35 35 34 34 <br /> L <br /> 5. Separate product approvals for each glazing product used with these mullions must be 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 — <br /> shall be the lesser of the load capacity of the mullion as specified using this approval or the 55 53 SO 48 46 45 43 42 41 40 39 38 37 37 <br /> design pressure rating of the Individual glazing products used. 58 55 53 51 49 47 45 44 43 42' 41 40 39 39 <br /> Q.CL <br /> 62 59 1 56 54 1 52 51 49 1 48 1 46 45 1 44 1 43 42 42 <br /> 6. Anchoring of each glazing product to the mullion shall be as shown in this drawing or as shown <br /> - <br /> in each individual glazing product approval,whichever is more stringent. 60- 65 62 59 57 55 54 52 1 51 49 48 1 47 1 46 46 45 <br /> 69 66 63 61 59 57 55 54 52 51 1 50 1 50 49 48 <br /> 7. Mullion anchor embedment to base material shall be beyond wall dressing or stucco. 73 70 67 65 63 61 59 58 56 55 Z <br /> Q <br /> 1 S4 53 52 52 <br /> B. Any conditions not covered in this evaluation are subject to separate engineering evaluation. 75 75 71 69 67 65 63 62 60 59 58 57 56 56 cA 10116112 Z <br /> TABLE OF CONTEN1S 75 75 75 74 72 70 68 66 65 63 62 62 61 60 5 N-Ts- <br /> M.BY. JK M <br /> SHEET#-TD—ESCR1PnON <br /> 75 1 75 7 66 65 65 75 75 1 75 75 73 71 70 69 6 CHK.BY. LFS <br /> 1 1 Typical elevations,design pressures&general notes 75 75 1 75 75 1 75 75 75 75 74 74 73 72 71 70 DRAWiNG NO.: d <br /> 2 1 Mullion details&cross sections <br /> 75 1 75 7575 1 75 75 75 75 75 75 75 75 75 75 FL-76026.1 <br /> IsmEr--1 or 2 ID <br />