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WINDOW 6r,UWON <br /> ^pp Z 0:O <br /> N i 9 C W <br /> N m6`-j <br /> 4 <br /> MASONRY-7 <br /> OPENING 1/4•X 2-3/4If° W FH NIUEUON SHOWN FOR a <br /> CONCRETE SCREWS(TYP.} REFERENCEONLY <br /> 0 <br /> SEE DESIGN PRESSURE TABLE(SHEETS 3.4,5&6) <br /> FOR QUANTTIY OF CONCRETE OR WOOD o i <br /> 2X BUCK ANCHORS REQUIRED PER EACH CUP o <br /> Nn U <br /> � r U � <br /> V <br /> C , C <br /> Fw a <br /> 1101111111011 ANCHORING <br /> 2X IIIICR ANCHORING <br /> Ln <br /> S <br /> CONCRETEANCHOR NOTES: <br /> 1.Substitufion of equal concrete anctsors from a different suppllermay have different edge le <br /> distance and center distance requirements. <br /> 2.Concrete anchor locations at the comers may be odAnfed to maintain the min.edge <br /> - distance to mortar Joints.ff concrete anchor locations noted as MAX.ON CENTI rmust be <br /> S adpsted to maintain the m1n.edge distance to mortar Joints,addlflonai concrete onchors <br /> rz may be required to ensure the MAIL.ON CENTER"dimenftm we not exceeded. <br /> 3.Concrete anchor table: o 0 <br /> ANCHOR ANCHOR MIN. RAIN.CLEARANCE TO MIN.CLEARANCE TO ova 7213115 i <br /> TYPE STlE EMSEbMiNt MASONRY EDGE ADJACENT ANCHOR ; <br /> srxr N.T.S. <br /> ITw _ 3 <br /> 3 TAPCONO 3/16" 1.1/4" 1-1/✓Y• 1-7/8" c"s.er. LFS <br /> IC1 ® 1/4" 1-1/4" 2-1/7 3" onnFL <br /> TAPCON FL-t5413.7 "o <br /> 'n 4.Concrete steal be 3,000 PSI conforming to AC1301 or hollow block cordom*V to ASIM C90. sHa 8 oF 8 " <br />