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NOTE: .� <br /> 1. ?X FRAMING TO BE DESIGNED m e ?o <br /> BY THE ENGINEER OR ARCHRECT � °n �+ <br /> OF RECORD BASED ON WIND LOADS ?"' a m �'� <br /> AND THE CLADDING BEING USED. CN�p�'�;�_ <br /> �.t N O Z � <br /> om �o d <br /> ��� o J <br /> 2 O m`L <br /> SEE NOT@ 1 ms;$N•:g° E <br /> y � �= Ti � <br /> , .. . SASH 4� � 41l2"MAX.O.C. _ 41/7'MAX.O.C. a 9 0;p$� '` <br /> ' • ;+p•, v�. ,•'� � . . a�, . �P•) (iYP.) e �a a � <br /> �i..: a m� a <br /> . . � 7 I� � c °� �Y � <br /> � <�. . ��, --� � � � �� <br /> TYP. � �' //� �� �� �� <br /> E �� ! y , <br /> � <br /> m ' O � O 3 <br /> � � Z W <br /> /,/ // <br /> OP N NG OPEN NG �/ � � z � � <br /> � r <br /> �s Q <br /> � m z <br /> � Ci / � � � j�d' <br /> 7X 6UCK //� O �/I c� <br /> a' � �� � -- O - - �I �- ° <br /> . .• -� -�/ - - - v - �° � <br /> - - - - :„ , _ _ .. <br /> - -- - ' <br /> ... - --. .•. �` � /\ a <br /> ? ��. <br /> " • � ' - ----_ -- ------ — -- .__ --.. <br /> � . • __._._ ._...._. - 'F--'--- ---- --`---- - } <br /> - -..----------------- ___�'_. •_ . -—--- <br /> - - ----------. . ' ---__ _-_____--_ . /��� _ � <br /> �� � YYYQ� <br /> � ' . .^._ __.._._ ?7'� _ ' __—_ <br /> % / V� <br /> _' ___—.__.__.`� __ _ —' '_���'__777''''' �'_ . "_"' '____ _ '" "_'_ _"" " <br /> . .Iw;. .:+I� } . ..' .IA:.• •. _ <br /> ,f � . �J'� .'l <br /> �f� '.! <br /> v <br /> � lYP. ��w i <br /> F TYP. ��o� r�n <br /> BUCK ANCHORING FRAME ANCNORING FRAME AN RNORING S�N� � <br /> Y T N O <br /> V�~W N <br /> W(f F-w <br /> CONCREfE ANCHOR NOTES: a� <br /> 1,Substiiution of equal concrete screws irom a different supplier may have different edge disfance and cenler distance requiremenis. �q�� ? <br /> p,Concreia screw locafions of Ihe corners may be adjusted to maintain the m(nimum edgo distance to mortarJoints.If concrafe screw ^^^o � <br /> locations noted as"MAX.ON CENTER"musi be adJustad fo mafntain the minimum edge distance to morfar�ofnfs,additional concrete N�o r Q F <br /> screws may be requ'ved to ensure the mobmum on cenfer dimension is not exceeded, o � <br /> 3,Concrete anchor table: �o o" z <br /> .......:...:.:..::::.....................:..............:..:..:..::....:..:............... .... . _ 7 M N^ <br /> ........:: ...............:..........................:..:.::....::r�.r•:�::�.::•::r;...;;.......::..,.;;.;..... . ti <br /> ; ,ANeNbk; :; .�. ,ANCNok' ;; MINtMIUA�, : :�(Nfn;i��.G��ARAN��; ;::M►tit�uM•.��qR�aracF:>rQ , ��: s o� to = <br /> ... ::'. ,, <br /> .. ..,. <br /> .. .. ......_. <br /> : '�YP..� SIX�f EM8'Epi41fNT XOiMASCINA!Y;EUGE� ;.'° .At�;1i!1'C�N.T:t�NG'�IC72; , uxe N.T.S. ° <br /> ......:�..:..'..."......�.... .... ......... .. . : .. - <br /> .... ...... .....�... :..., ...... ..,... ... ......... :: <br /> ... ..... ........... ... .............. � <br /> ., ovrc.er AP m <br /> , . <br /> •j�y,F' . . : ��4" 1-1/4'� 2_��Z° 3" Gnc ar: LFS 3 <br /> ................ ..............::. � <br /> :......................:::............ oawmNC No.: o <br /> �LG�p! 1/d" 1-1/4" 1" 4" FL-993.1 0 <br /> ...............: <br /> � SHEET 4 OF 4 N <br /> — .� � <br />