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(TYP.) (TYP.) 4" ��C:• <br /> (TYP.) <br /> r n <br /> Y, Z� a <br /> Z <br /> :���rr l•f 1111 0 N m z <br /> MASONRY n 'e '' z m0 z v <br /> 9 <br /> OPENING OILWINDOW $ a. g d `w <br /> c <br /> +N- N m d is <br /> n m yc C <br /> MULLION SHOWN a E 0 z <br /> FOR REFERENCE a �a <br /> ONLY <br /> $ MULLION <br /> SEE DESIGN PRESSURE TABLES(SHEETS 3,4,S 8,6) c� <br /> FOR QUANTITY OF CONCRETE OR WOOD g <br /> ANCHORS REQUIRED PER EACH CLIP _ <br /> � J U <br /> m Q <br /> W <br /> YL vwi Y <br /> 2X BUCK IAC X 23/4"ITW FH a < m <br /> CONCRETE SCREWS WINDOW �I o 0 <br /> (TYP) o 1 <br /> N a a <br /> �m <br /> v <br /> MUWON ANCHORING <br /> U <br /> m <br /> n <br /> N <br /> z <br /> 0 2X BUCK ANCHORING m <br /> a � � <br /> a <br /> CONCRETE ANCHOR NOTES: <br /> 0 1.Substitution of equal concrete anchors from a different supplier may have different edge a <br /> a distance and center distance requirements. a ri <br /> 0 2.Concrete anchor locations at the comers may be adjusted to maintain the min.edge P. I _ <br /> distance to mortarjoints.if concrete anchor locations noted as MAX.ON CENTER"must be n <br /> adjusted to maintain the min.edge distance to mortarjoints,additional concrete anchors e <br /> w may be required to ensure the"MAX.ON CENTER"dimensions are not exceeded. w o <br /> 3.Concrete anchor table: O = <br /> 41JCH6i..' MCH.OR::.::.::::::::MIN;>`;;.:g: MIN::CLEARANCETO::;.;JWIIV C.L.'fARA'NCETO.: 'z <br /> a TYPE S►ZE EMBEDMEM AASONRYEDGE ADMCENTANCNOR 12/3/15 z_° <br /> N.T.S. ° <br /> § ITW DWG.BY. JK m' <br /> t TAPCON 3/16" 1.1/4" 1.1/8" 1.7/9" <br /> N CNK.BY: LFS 3 <br /> TAPCON 1/4" 1.1/4" 2.1/2" 3" OWING No.: rc <br /> FL-15413.9 <br /> 4.Concrete shag be 3,000 PSI conforming to ACI 301 or hollow block conforming to ASTM C90. N <br /> sx�r 8 of 8 <br />