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.�` 4,'• :. ? Qp 12S'MAX.OVERALL FRAME WIDTH(TWIN) J�C' ': n 1"MULUON Q M 'rs �VV/ 111 62 MAX,SINGLE 62"MAX SINGLE ' �p z llldows UNIT FRAME WIDTH UNIT FRAME WIDTH :%Y . �m Bringing quality to light. •,'��,•" ..p 10M Phlipp Porkway //� //� 1 n T t, 3 o u z Streelsba o,Ohio 44241 a. Em i m mcdi ZZ v N S N 9 C c m >D3 Q P c C= m 19044 ALUMINUM MULLION «=JJJ 1 Z ' > 9 2 09 a 'J O C WZ / GENERAL NOTES /,/� 2 . z 1. This product has been evaluated and is in compliance with the 61h Edition(2017)Rodda m F Building Code(FBC)structural requirements,excluding the"High Velocity Hurricane Zone". 3 ww 2. When used in areas requiring wind bome debris protection,this product(f mulled together with 2 o g N impact rated windows)does not require protection from an impact resistant covering when SASH NOT —/ used in Wlnd Zones 1,2 and 3 as defined by ASTM E 1994 and FBC Sections 1609.1.2.2& SHOWN MULLED TWIN WINDOW UNITS SHOWN a a FOR CLARITY R301.212.1. (Multiples also approved) �} . m 3. In Wind Zone 4,as defined by ASTM E 1996 and FBC Sections 1609.1.22&R301.2.121,this product must be protected with an Impact resistant covering complying _....:..-.k:._.::.:,....., ..,,- P P P 9 PtyingwithFBCSecfions PEsrcrrrxEuurtE sq: e 1609.12&R301.2.1.2 o z. ^'��'• 'MAX;3INGIl UN_RfRAME•WIOIIIi, - _ 4. Wood bucks b others,must be anchored roe to transfer loads to The structure and be " Y property riY ..36. ,.36 :'46".:2)..,48", 6d. � •.,„...:`•:.ar: .._._r:..._..:.:. .� ...... .... .1...... .... ._.." .... .... .... ._., is..,.(.�....., reviewed by the Building Official. :- o 50 48 46l 4d 42 40 39 38 37 36 35 35 34 34V En — 5. Separate product approvals for each glazing product used with these mullions must be `eB" 52 50 48 46 44 42 41 40 39 38 37 36 36 35 1e submitted along with this mullion product approval.The design pressure rating of the assembly shall be the lesser of the load capacity of the mullion'as spe 55 53 50 48 46 45 43 42 41 40 39 38 37 37ed using This approval or the _`' :: .., design pressure rating of the individual glaring products used. '•:' -> ::%: 58 55 53 51 49 47 45 44 43 42 41 40 39 39 a o 6. Anchoring of each glazing product io the mullion shall be as shown in this drawing or as shown xr?vt 62 59 56 54 52 51 49 48 46 45 44 43 42 42 a^ . w in each individual glazing product approval,whichever is more stringent. :o�.� • --•••••� 65 62 59 57 55. 54 52. 51 49 48 47 46 .46 45 69 66 63 61 59 57 55 54 52 51 50 50 49 48 7. Mullion anchor embedment to base material shall be beyond wall dressing or stucco. Z 73 70 67 65 63 61 59 58 56 55 54 53. 52 52 N z 8. Any conditions not covered in.this evaluation are subject to separate engineering evaluation. ''l4"re; 75 75 71 69 67 65 63 .62 60 59 58 57 56 56 w,e 1 o/16 12 = 75 75 75 74 72 70 68 . 66 65 63 62 62 61 60 N.T.S. TABLE OF CONTEMS owa er: JK m' € SHEETR DESCRIPTION :7 ;` 75 75 75 1 75 1 75 1 75 1 73 1 71 70 69 67 1 66 65 65 3 cNK.Drc LFS 1 Typlcai elevations,design pressures&general notes ;68"` 75 75 75 1 75 75 1 75 1 75 1 75 1 74 74 73. 1 72 71 1 70 DRAVAND No.: 2 Mullion detaBs&cross sections 75 75 75 75 75 75 75 75 75. 75 75 75 75 75 FL-16026.1 n 91EflT J of 2 N 8 V