Laserfiche WebLink
iL <br /> 125'MAX.OVERALL FRAME WIDTH(TWIN) ��\Gq �••� 'a"�'4� m <br /> p'MUi,C(ON <br /> 'tx a 67MAX,SiNGCE 67'MAx.SiNGLE a �'m <br /> Z UNIT FRAME WIDTH UNIT FRAME WIDTH rc'•fp: <br /> �t ... qj -can <br /> �' e....N.�\\ JBmm <br /> Bringingquedity to light. <br /> 10250 PhIDpp Parkwoy Z° <br /> Streetsboro,Ohio 44241 jll jll h a v <br /> I pa�oo g 9 o a <br /> -1 <br /> S N M }C F <br /> 19044 ALUMINUM MULLION °= 1 0 w <br /> 2 Sa <br /> a <br /> cza <br /> Qz <br /> GENERAL NOTES L <br /> f1, This product has been evaluated and is in compliance with the 6th Edition(2017)Florida 2 m <br /> MBuilding Code(FBC)structural requirements,excluding,the"High Velocity HbmconeZone". 3 d <br /> A. 2, When used In areas requiring wind bome debits-protection,this product(if mulled together with 2 IJ * � <br /> impact rated windows)does not require protection from an Impact resistant covering when SASH NOT o Cn <br /> a used in Wind Zones 1,2 and 3 as defined by ASTM E 1996 and FBC Sections 1609.1.2.2& SHOWN MULLED TWIN WINDOW UNITS SHOWN a a <br /> R3012.121. FOR CLARrrY (Multiples also approved) <br /> 3. In Wind Zone 4,as defined byASTM E 1996 and FBCSections 1609.12-2&R301.2.1.2.1,this <br /> ' .m>-=a-i`r`'=-'Product must be protected with an Impact resistant covering complying f FBC Sections <br /> - <br /> - '--_ <br /> -1649.1.2&R30 .1 1.2 .2. - <br /> o: <br /> - <br /> �:,„ <br /> - N N <br /> .,.t _�_ .e. ,_iv - <br /> o transfer toads to the structure and be °'�°. " �fi�'TO r-. - `�c i <br /> ood buc bathers must be anchored roe t iron fe s r' i lti�'.R.'a� �-i„ `ti"�," <br /> 4. Vt! Is. Y ,m P p Th/ -r��r.5'.;:s:::_�'fu, �3d";`, 1r3�., �'i10„_ >•=,i2t�.�R�.qb r .;d�., *t48'>: �50..�;M�:42�- u5gr;%.�3'S�-x�.,58.,:,:�6�_ '2A.� z <br /> reviewed by the Building Official - ti o <br /> „po" - 50 4$ Qb 4Q 42 40 39 38 37 36 35 35 34 34 %>>n <br /> 5. Separate product approvals for each glazing product used with these mullions must be : . <ea! ,r, 52 50 48 46 44 42 Al 40 39 38 37 1 36 36 35 <br /> submitted along with this mullion product approval.The design pressure rating of the assembly ,ia4Mk 'r <br /> 21 <br /> 55 53 50 48 46 45 43 42 41 40 39 38 37 37 <br /> shalt be the lesser of the load capacity of the mullion as specified using this approval or the <br /> design pressure-rating of the individual glazing products used. 58 55 53 51 49 47 45 44 43 42' 41 40 39 39 0 0 <br /> 62 59 56 54 52 51 49 48 46 45 44 43 42 42 T m <br /> 5 6, Anchoring of each glazing product to the mullion shall be as shown in this drawing or as shown ,a,- F_ <br /> S aiw='~=} 65 b2 59 57 55 54' S2 51 49 48 47 46 4d 45 <br /> In each Individual glabng product approval,whichever is more stringent. o •L -^ o <br /> 69 66 63 61 59 57 55 54 52 51 50 50 49 48 h <br /> 4; 7. Mullion anchor embedment to base material shall be beyond wall dressing orstucco. o 0 <br /> a r.s76 a, 73 70 67 65 d3 61 59 58 5b 55 54 -53 52 52 N z a <br /> ": <br /> B. Any conditions not covered in this evaluation are subject to separate engineering evaluation. sr.,Z4a;:K 75 75 71 69 67 65 63 62 d0 59 5$ 57 56 56 o�Tc:t o 1 s t2 <br /> s , _"7 _,. ,., s N.T.S. 3 <br /> 5 ?2?t:'4' 75 75 75 74 72 70 68 66 65 63 62 62 61 60 s <br /> TABLE OF cotHENrs Q r, �: �x m <br /> SHEtT# OESCRtPTtON -;'r?fie`: 75 75 75 75 75 75 73 71 70 d9 67 rib 65 65 <br /> '.,:h aft ar: LFS <br /> 3.. :;,, a <br /> 1 Typical elevations,design pressures&general notes a b9';ti<; 75 75 75 75 75 75 ?5 75 74 74 73 72 7t 70 � : <br /> 2 Mullion detalls&cross seciions `"'" n <br /> (=r 75 75 75 75 75 75 75 75 75 75 75 75 75 75 Fi—tsa2s.t 6 <br /> SHEET 1 OF? <br /> a <br /> a' <br />