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3 EQ.SPACES ............ . m <br /> (TYP.J <br /> _ // /''• ''', \\` ram"t„.- <br /> its z <br /> y V N•1 <br /> SASH F 2X BUCK YC ^ 9 a •z i <br /> 2 U <br /> \, CW <br /> 2X SUB D 1X BUCK <br /> $ moat <br /> BUCK FRAME 4 <br /> K STEEL STUD g c <br /> rYP. E a <br /> e 2X BUCK ? <br /> MASONRY D 3 <br /> o: o <br /> OPENING ttP. MASONRY <br /> SASH OPENING z <br /> c� 2 <br /> g <br /> z <br /> J <br /> m <br /> BUCKANCNORING PRAMEANCNORING <br /> z (SEE SHEET2) L 2X BUCK rt yeµ cs <br /> E D IX BUCK 3 <br /> FRAME \ <br /> \` K SrE9.STUD <br /> IYP. <br /> a <br /> v� <br /> 2X BUCK �[ w <br /> 8 CONCRETE ANCHOR NOTES: MASONRY Yo F <br /> 1.Concrete anchorlocoflons of the comers maybe adjusted to maintain themin. OPENING <br /> w <br /> edge distance to mortojohts. — SASH <br /> s 2.Concrete onchorlocations noted os'TMX.ON CE 7W must be adjusted to <br /> matntala the mdn.edge distance 10 mortar joints.oddifionol concrete anchors ^ F F <br /> ' maybe required to ensure the MAX.ON CENTER'dimension are not exceeded. <br /> 3.Concrete anchor lable: o e p <br /> MIN.CLEARANCE MIWCLEARANCE _ <br /> 'ANCHOR'' ANCHOR MIN..,. o 0 <br /> a TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT <br /> P EDGE ANCHOR WE 2119114. <br /> TA i <br /> } CwONe 1/4" 1.1/4' sr� N.T.S. 3 <br /> ELCO FRAME ANCHORING axc rH: JK m <br /> 5 ULTRACON 1/4' 1.1/4' 1' 4' ALTERNATE ANCHORIHGISEESHEET31 CMX.ar. LFS 3 <br /> X (MAX.D.P.=50 F! oru�wa No, <br /> intain a <br /> S WOOD CREW LE <br /> 5/t <br /> INSTAAitO�N�NDTFS: 1.2 0 <br /> 1.Ma a mtMmum T a distance.1'end distance.8 t-o.c.spacing of FL-168S <br /> = wood screws to prevent the splitting of wood. smw 4 or 6 ro <br /> a _ — <br /> d <br />