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y 126"MAX,OVERALL FRAME WIDTH(TWIN)- S 1"MLtLt;ON ,OC.�.•� •`r'. L 6T MAX.SINGLE 62'MAX.SINGLE N m 'Windows �UNIT FRAME WIDTH � M UNIT FRAME WIDTH � z Bringing ilucilit+,r to I-ight". � �•, ...... Oft IM50 PhBipp Parkway i I F/r P �� z a Streetsboro,Ohio 44241 { O N°?z ite 0 S m o a C? m 19044 ALUMINUM MULLION = 1 2� w 2 0 �w GENERAL NOTES ljjj 2 f/f � �q Ly 1 L 1. This product has been evaluated and is in compliance with the bth Edition(201 7)Florida Building Code(FBC)structural requirements,excluding the"High Velocity Hurricane Zane". w n 3 � 2. When used in areas requiring wind bome debris protection,this product(if mulled together with 2 c `F impact rated windows)does not require protection from an impact resistant covering when SASH NOT Q w used in Wind Zones 1,2 and 3 as defined by ASTM E 1996 and FBC Sections 1609.12.2& FOR SHOWN MULLED TWIN WINDOW UNITS SHOWN - R3012.1.2.1. (Multiples also approved) 3. In Wind Zone 4,as defined by ASTM E 1996 and FBC Sections 1609.12.2&R301.2.12.1,this s product must be protected with an impact resistant covering complying with FBC Sections 0 1609.1.2&R301.2.1.2. RessuRf fPsq 4' :>•,. : ., ... .. MA GLE FAAfr tD7ff 4. Wood buc15 by others,must be anchored property to transfer toads to the structure and be a fr SfN lJNB' EW - .. - tv cv reviewed by the Building OFficiaL 36 ae,;;.:. 4a . as 44 sdr sa bir a2": z 5D 48 46 44 42 40 39 38 37 36 35 35 34 34 g �s 5. Separate product approvals for each glazng product used with these mullions must be ;sB"';'` 52 50 48 46 44 42 41 44 39 38 37 36 36 35 1 U, iE U submitted along with this mullion product approval.The design pressure rating of the assembly ;:7r,e " 55 53 50 48 46 45 43 42 41 4D 39 38 3T 3T shall be the lesser of the load capacity of the mullion as specified using this approval or the w design pressure rating of the individual glazing products used. :'841,:: 58 55 53 51 49 47 45 44 43 42 41 40 39 39 a 62 59 5b 54 52 51 49 48 46 45 44 43 42 42' ? u 6. Anchoring of each glazing product to the mul lon shalt be as shown in this drawing or as shown y m z. ao in each individual glazing product approval,whichever is more stringent, q 65 62 59 57 1 55 54 52 1 51 49 48 1 47 46 46 45 '5 69 66 63 61 59 57 55 54 52 51 50 50 49 1 48 N 7 Mullion anchor embedment to base material shall be beyond wall dressing o stucco.r t i a . 73 70 67 65 63 61 59 58 56 55 54 53 52 52 N13 y B. Any conditions not covered in this evaluation are subject to separate engineering evaluation. r. A:;:H7471c` 75 75 71 69 67 65 63 62 60 59 58 57 56 56 M1 o/16 12 z E TABLE OF CONTENTS . 75 75 75 74 T2 TO 68 66 65 b3 62 62 67 60 N.T s. SHEEFtf DESCRIFffON 70" 75 75 76 75 75 75 73 71 7p 69 67 66 b5 65 d1t m cwc K i Typical elevations,design pressures&general notes _'.: 75 75 75 75 T5 75 75 75 74 [:K] 73 72 71 70 oaun c s 2 Mullion detalk&cross sections FL—1*4 6,t >sb^ 75 75 75 75 75 75 74 75 75 T5 75 75 75 75 N sxesr 1 Of 2 O x