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% W MAX.OVERALL FRAME WIDTH(TWIN) 4,rj 0 I"MULLION 67'MAX.SINGLE 62'MAY.SINGLE 0—- UNITFRAME WIDTH UNIT FRAME WIDTH .......... :) Bringing quality to light. 11, Z 0 CO on Z 10250 PhTPP Parkway 0 N;4 Streetsboro,Olio 44241 0 -Z Z 0 CW 6 OIL In Z. E 19044 ALUMINUM MULLION 09 Ak- 51 oft-Lite ........ . % 4 16 GENERAL NOTES 1. 2 L - This product has been evaluated and is In compliance With the Sth Edition(2017)Florida Z M WO Building Code(FBC)structural requirements,excluding the'High Velocity Hurricane Zone". 2. When used in areas requiring Wind bome debris protection,this product(ff mulled together writh SASH NOT Impact rated Windows)does not require protection from an impact resistant covering when SHOWN MULLED TWIN WINDOW UNITS SHOWN used in Wind Zones 1,2 and 3 as defined by ASTM E 1996 and FBC Sections 1609.122& FOR CLARITY R301.2.1.2.1. (Multiples also approved) 3. In Wind Zone 4,as defined by ASTM E 1996 and FBC Sections 1609.1.2.2&R301 2.1-2.1,this 7-7-7 EE product must be protected with an impact resistant covering complying with FBC Sections (Pse.— f MAX 2".T—N 1609.1.2&R301.2.1.2. Z!z - ` - 52 V) 4. Wood bucks by the.,must be anchored property to transfer loads to the structure and be 3W. 40'-4f 4C 4e, reviewed by the Building Official. 34 50 48 46 44 42 40 39 38 37 36 35 1 35 34 0) A 5. Separate product approvals for each glazing product used with these mullions must be Z 88°. 52 50 48 46 " 42 41 40 39 38 37 36 36 35 submitted along with this mullion product approval.The design pressure rating of the assembly W-, -, 65 53 50 48 46 46 43 42 41 40 39 38 37 37 shall be the lesser of the load capacity of the mullion as specified using this approval or the 58 55 53 51 49 47 45 44 43 42 41 40 39 39 W design pressure rating of the Individual glazing products used. , a.Q. d 62 59 56 54 52 51 1 49 48 46 45 44 43 42 42 1 hown ��-7 < 6. Anchoring of each glazing product to the mullion shall be as shown In this drawing or as shown air 65 62 59. 57 55. 54 52 51 49. 1 48- 1 47 46 46- 45 9 In each Individual glazing product approval,whichever is more stringent. 76 69 66 63 61 59 57 55 54 52 1 51 50 50 49 48 :E 0 7V 73 70 67 65 63 61 $9 58 56 55 54 53 52 52 .27. Mullion anchor embedment to base material shall be beyond wall dressing or stucco. 57 56 56 —101,61 8. Any conditions not covered in this evaluation are svbject to separate engineering evaluation. 71 69 67 65 63 62 60 59 58 12 75 75 - 70 68 66 65 63 62 6.2 61 60 N-T-s- 75 75 75 74 72 JK M TABLEOFC01,111M 7ar 75 75 75 1 75 75 75 1 73 71 70 0 67 66 65465 —iH—EEr# DESCRIPTION --1 74 74 1 73 -712" 0! 75 75 75 75 =—T5 75 75 1 75 71 7A 1 Typical elevations,design pressures&geneml notes details&cross sections 5 5 75 75 75 75 75 79 75 75 7 LL