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12SMAX:OVERALIFRAMEWiDiH(TWIN), J =. . m a L« 62°MAX.SINGLE .62"MAX SINGLE. rZ n Si A .X Y ti7 ," UNR FRAME WIDTH UNfr FRAME WIDTH Bringing qudlhyro tight.: :. r �► o o o . z 17 Philipp P a"arkway or 4 a Streetstiao,Oh a d42dt fJl o'z 4 t it i p .EC V•' S m'c.41 .. N a 'V• a,,o0,0. . 19044.ALUMINUM MULLION _ ' x° E ax 2 i° GENERALNOTES" 2 fff z o 2 z Q 1. This product has been evaluated and is in dompgance wifh.,the 6th Edition_{2017)Florida m w'as F Bulging Code{FBC)structural requlrerrients,excluding the"High Velocity Huldconeland". �. 41 H protection this product(if mulled togevhe with. SA NOT,. a 3 2" When used.in areas requiring wind borne debris pro 2 3. impact rated windoWsj does not protection ilom:an impact resistant covering he. o� . .o` used inVind Zones t,72-dnd3as defined byASTM.E19%and FBGSectfons1609.112 � � � FpRCtSk6wN,"aRrtY MUllED11NINWlNDOWUNITS"SH0161N R301.2.1,2.1." " (Multiples also approved) fn m 3, in.Wind Zone*as defined by;ASTM 1196 and FBC Sections 16t19.112&001.2:1 V,this Dt :7 E :o'�^.t •oR:'t\i' 4,"F l•'.+ .':t» -•.\i :L"i": ••.Y lb . ect vi1 ri an im act res�tant covet)n ,corn 'n with FBC Sections roduct.mustbe Yo# ed t 9 "¢siG1iP u P p g PM kl� 4:T.28, 301.21.2 -_d ra to tiarlsfer toads fo the stitictilie and be4. "Waod bucks h ohers,must be onshore Y P PAY reviewed by the Building Official. 48` 46. : 44 42 40' 39 38' 37 36 "'35: .3534 In5. Separate product appYovaSs for each"g)oing product used vritti.these mullions must be ry{' '`88 a '-50 4&' 46 44" 42 41. . " 40 34 38. 37 36-. : 36 35- submitted along wlih this mullion product approval.The des,Ign pressure rating of assembly n•.e. °' 50 shrill be the lesser of the load.capacity of the mullion as specified using this approval or the "::, w w r.•.., r.•. Y.o .. 4 42 design pressure rating of the fnd`Ividupl glazing'productsVsed: =" ":a,-.,q;9ati, . 58 55 : 53 49 " 41'. : '.45. 44: '43. ..40• 41 •:40 : 34 39 44. g % z. rL; x 62 59. 56 . 54 52 $1 :'49' 48 . .46 45 :.44.. .43. 42 42 , 6. Anchoring of each.glaring product to.th6 mullion shall be as shown in this draw)ng of as shown so": -45. 62 59: 57' 55 '54 52. 51' 49 4� 47 .: 46 d6 4S• I in each individual glaang product approval,whichever is Mora stringent. a•' ^° -'- h 1bf 6b . 63. ""b1 59 ST ; 35 . 5d. 52 51 30 " 50 49 .48.•.:.:;7. Minion ahchor embedmentto base material sha(I be beyond wall dressing orstucco. .»::76">t 73 ' 70 67: 65 63 61 59 58` 56 S5 . 54 53 52 52 N m �.,..;-. �q 8. Any conditions not.covered in this evaluation_ore subject to separate engineering evaluation. .;:,<>s_Z�',�:< 75 - 75 - 71. : 69 67 b5 .63 62: 60 :50 :"58 57 "56 56. We 16116112 5 rb.' sr�uei '"N.T.S. '75 75 . 75 T4 T2: 70 " .68: 'b6" ":b5 63 b2. 62 61 . 60 s ° TABLE OF CO1MMS :r, m „ SHEET$, A i"€ FsctvFTroty ;::;.; 7Py:.; 75 . 75 75 75 75 Z5 73 - 71: 70 '69 67 66 65 65 .LFs" e . i...- Typical elevotians,design pressures&general notes =' " a_'.:. 75. ' 75.: 75' 75 75 _ ]5 75.: 75: 74 74 73. 72, 71. 70:; o 2 Mullion detals&cross sections' z ,* Fl.•-1602,6.1 N oft-1: - de o :,.::.,,,.�s._,>;•;; 75 75 75 75 75' 75 : 75 75 75 75, . 75 . 75 75 .75• srma, e a