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o . ♦ 125"MAX.OVERALLFRAMEWIDTH(TWIN)Lite ]"MULLION ^ � � �e¢�r� o u `�� �Windows 62"MAX.SINGLE 62"MAX.SINGLE %Ns.7 z l�';0: UNIi FRAME W1DiH UNR FRAME WIDTH V%J C9,I To" ••�"•• .....• \\ J O,0 OD Tinging quality to Iight. 10250PhuTPp Pa&way / / 111111 o M m Z' Stmetsboio.Ohio44241 _ �%% /%% Ern 0 x z d \ Z G \\VI a o Np �O 0a. w� ¢ N c mdo.� 19044 ALUMINUM MULLION Z 11 (]2 1 Z II , 9Z 2 o J D(L . O WZ GENERAL NOTES 2 0 ow 1. This product has been evaluated and is in compliance with the 6th Edition(2017)Florida oBuilding Code(FBC)structural requirements,excluding the"High Velocity Hurricane Zone'. 3 ¢ w 2. When used in areas requiring wind borne debris protection,this product(if mulled together with 2 o o a impact rated windows)does not require protection from an impact resistant covering when SASH NOT of _rn S used in Wind Zones 1,2 and 3 as defined byASTM E 1996 and FBC Sections 1609.1.2.2& SHOWN MULLED TWIN WINDOW UNITS SHOWN a a D. R301.2.1.2.1. FOR CLARITY (Multiples also approved) Jr m 3. in Wind Zone 4,as defined by ASTM E 1996 and FBC Sections 1609.1.2.2&R301.2.1,2.1,this product must be protected with an impact resistant covering complying with FBC Sections Desrt;N PRFssuRe(Psq 0 1609.1.2&R301.2.1.2. „v MAX SINGLE UNITFRAME_WIDTH 4. Wood bucks by others,must be anchored property to transfer loads to the structure and be 36° ;38^ 40" 42 44" 46° AB" 50" 62i` 54 56" 58^ 60^ d2^ 2 N reviewed by the Building Official. W W o 90^ 50 1 48 46 44 42 40 39 38 37 36 35 35 34 34 n 5. Separate product approvals for each glazing product used with these mullions must be 88" 52 50 48 46 44 42 41 40 39 38 37 36 36 35 $ submitted along with this mullion product approval.The design pressure rating of the assembly o 0 shall be the lesser of the food capacity of the mullion as specified using this approval or the e6^ 55 53 50 48 46 45 43 42 41 40 39 38 37 37 design pressure rating of the individual glazing products used. 84° 58 55 53 51 49 47 45 44 43 42 41 40 39 39 a a a 82^ 62 59 56 54 1 52 1 51 49 48 46 45 44 43 42 42 =' Z a 6, Anchoring of each glazing product to the mullion shall be as Shown in this drawing or as shown i ea 65 62 59 57 55 54 S2 51 49 4B 47 46 46 45 k = in each individual glazing product approval,whichever is more stringent. ? $ a g 78" 69 1 66 63 61 59 57 55 1 54 52 51 1 50 50 49 48 0 ' 7. Mullion anchor embedment to base material shall be beyond wall dressing or stucco. IT x '74". 73 70 67 65 63 61 59 58 1 56 55 54 53 1 52 52 N z a 5 8. Any conditions not covered in this evaluation are subject to separate engineering evaluation. 74° 73 75 71 69 67 65 63 62 60 59 58 57 56 56 a—,10 16/12 0 TABLE OFCONfEMS 77 75 75 75 74 72 70 68 66 65 63 62 62 61 60 ` N.T.S. DWG.BY: JK m E SHEEif1 DESCRIPTION 70" 75 75 75 75 75 75 73 71 70 69 67 66 65 65. GNC By. LFS 3 1 I Typical elevations,design pressures&general notes 68^ 75 75 75 75 75 75 75 75 74 74 73 72 71 70 oMW NG ND.: rc Z, 2 1 Mullion details&cross sections a 66° 75 75 75 75 75 75 75 75 75 75 75 75 75 75 FL-16026.1 N SHEET 1 OF 2 G d