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WINDOW MULUON <br /> '. 4 PP.) I" '1 (rlP.J I I r','�� ••*• ••��,,```,` S i3 to6 <br /> r r4tt sri z <br /> a Z� <br /> ( cV .tCr 9 C W <br /> R� <br /> MASONRY <br /> OPENING to <br /> 1/4 X 2 3/4"ITW FFt MULLION SHOWN FOR A <br /> v <br /> CONCRETE SCREWS(TYP.) REFERENCE ONLY <br /> SEE DESIGN PRESSURE TALES(SHEETS 3.4,5&6) <br /> A. <br /> 2X BUGK FOR QUANTITY OF CONCRETE OR WOOD o <br /> y ANCHORS REQUIRED PER EACH CUP ra <br /> co <br /> � � o <br /> � o <br /> •' T `�I('J m <br /> V n. <br /> MULLIONANCHOM <br /> 2X RUCK ANCHORING m <br /> h <br /> _G p <br /> n <br /> CONCRETEANCHOR NOTES: <br /> 1,Substitution of equal concrete anchors from a different supplier may have different edge d <br /> distance and center distance requirements. _ <br /> 0 2.Concrete anchor locations at the comers may be adjusted to maintain the mft edge <br /> distance to mortar joints,If concrete anchor locatfons noted as MAX.ON CENW must be o <br /> 4 adjusted to maintain the min.edge distance to mortar joints,additional concrete onchorrs j <br /> �r may be requved to arm"the MAX.ON CENTER"dimensions are not exceeded. t 5 <br /> = 3,Concrete anchor table: A <br /> ANCHOR ANC1f6R MIN. MIN.CLEARANCE TO MIN.CLEARANCE TO �Z a° <br /> TYPE '• SIZE EMBEDMENT 'MASONRY EDGE ADJACENT ANCHOR We 1213115 i <br /> srux N.T.S. <br /> niM ® 3/16" 1.1M" 1.1/B" 1-T/B" DWG.w. JK m <br /> r TAPCON <br /> CHK.EM. i,F'S 3 <br /> TAPCON@ 1/4" 1-1/4' 2.1/r 3" DP~No.: <br /> v 4.Concrete shall be 3,0W PSI conforming to AC1 301 or hallow block conforming to ASTM C90. FL-154 73.7 w <br /> sHORaaa o <br />