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EXTERIOR 1NTERIOR� NO7ES: <br /> �A4L HEAO AND S�LL DETAlLS 1•Ft?R GONGREfE APPUGATfONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY <br /> � APPR4VED 114`EI.C4 TAPCt�1S OR ilA"SS4 GRESE�IEX. MlNtMl1M DISTpNCE�it4M <br /> CONCRETE ANCHpR ANCHOR TO CONCRETE ED4H IS 1 314". <br /> 3.35 iCS!MIN.CQNGRETE� {3EE NOTB 1) 2x WO00 BUCK yyQpp q�}{pR 2.FOR WOQD APPLICA710NS IN MIAMI•DADE CqUNTY,USH#12 STEEL SCREWS(G5)OR <br /> � {SEE NOTE 3} {SEE NOTE 2} 31d�SS4 CRETE-FI��JC. <br /> 9,W4)00 BUCKS DEP�CTED IN THE SECTIONS 8N THiS PAGE AS 1x ARE BUCKS WHOSE <br /> „�:, TOTAI THICKNESS IS LESS THAN 1 1/2'. 1x W170D BUCKS ARE OPTIONAG IF UNIT CAN BE <br /> �•� �,...;• .'�� •• �1 3t8"MIN.,4t4"7APCON INSTALLED OIRECTLY TO SQUD CONCRETE.WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" <br /> '..':,' .. ' +�°, A�.3/4'MIM.,114'CRETE-FL£X TNtGK�2 GREATER. INS1At1ATi0I+170 THE 3UBSTRATE OF WOOd SUGKS TO BE <br /> OPTIONAL 1x � ��` � <br /> WG1pD BUCK � M�N" ENOINEERED BY 07HERS OR AS APPROVED 9Y AUTHC�tITY HAVINO JUWSOICTION. <br /> 4.POR ATTACHMENT 70 ALUMINUM:THE MAT@RIAL SHAL4 BE A MINIMUM STRENGTH OF <br /> {SEE Nt}TE 9) Sp83-76 ANQ A MINtMUM OF 1!6"THICK. THE AI.UMINUM STRUCTURAL MEMBER SHALL BE <br /> 1/4" 114, OF A St2�TO PR8Vt0E FUU.SUPPOl2T T{}THE WiA1DOW FRAME SIMII.AR TO TNAT <br /> M/{x, � SHOWN IN THESE OETAlL3 FOR 2x WOOD BUCKS THE ANCHOR 3HALL BE A#1Z SHEET <br /> �{�M $�M METAL SCREW WITH FULL�NGACiEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE <br /> DETA�I.A DETAlL B k1ET,THE RESPEG7IVE�SICat3 PRE&SURES AND ANCHORA(3E SPACINO FOR TAPCpNS <br /> MAY BE U3ED. <br /> TYPICAL FLANGED HEAD ANCHORAGE 5,ANCHORS ARE NOT RE(]UIRED AT THE SILL pF FLANGED UNITS. <br /> 8,FLAT HEAD ANCHORS.WHERE REQUIRED,MU$7 HAVE tY12 TRIMFI7 HEAp3. <br /> 1 7/4" ��" �.�����S,INClUOIN{i BtIT NOT I.Jt�11TED TO STEEL SCREWS,THAT COME 4NT0 CONTACT <br /> '�'� �{ WITH OTHER DISSIMtLAR MA7ER�AL3 8FtALl MEET THE REQt1IREMEFITS OF FBC, <br /> 1!4"MAX SHIM—�-j 4---� M�N� i�q�MqX,gF{�pd� l.•—M�N' CURRENT EDITIqN,SECTION 2003.8.A(SUPPLEAAENT 2005). <br /> I '�'. <br /> CONCRETE lWCHOR� WOOD ANCHaR <br /> . ,± FH�IOW MEETINC� FFi BEtOW MEETINC3 <br /> RAII..(SEE NOTE 2) RAiI.(S6E N07E 2j <br /> .• •: 3.36 K51 MIN.CONCRETE IN7ERlOR <br /> *..;. �2 S.5}{St MlN.CMU <br /> (All.iAMB dETAtk.S} <br /> � • XTERIOR <br /> 1x 6UCK OPTi{?NAI.WITH SOLIO CONCt2ETE � <br /> SUBSTRATE{SEE NOTE 3) <br /> DETAIL C DETAIL D <br /> TYPICAL FlANGED JAMB ANGNORAGE <br /> va• <br /> nnnx. f-- <br /> SHIM ��� <br /> WOOOFRAME M�• <br /> " ��BHIM eROT�[iBViSSn <br /> � <br /> WOOD FRAME u ean <br /> „�,,,.��� BuiWin�Code �F'�� <br /> .131`D1A.MIN. � AEx�at�� � 16 <br /> x 2 i/2'NA1l, <br /> .131"Dlq.MIN. AT CORNERS By <br /> AND 5"O.C. M�aai t <br /> x 2112"NAIL, WOOD FRAME <br /> ATQORN�RS � <br /> AND b"O.C. �I� <br /> .131"DIA.MIN. <br /> �°aax• as y��s ``��.o�y 4YN$M/(��,�i,�. <br /> SHIM AND!S"O.C. ` ,�Z`,.'4�GESi E ''.`�: <br /> DETAIL F,(HEAD) DETAIL E,{JAMB) DE7AIL G, (SILL) =.k:�� Na•�7� ^ <br /> TYPICA�WTEGRAL Ftht ANCHORAGE 1,���, (h• �e 1a`�t c w: <br /> .0 ronmt a rio ararro�mrs� °"'*'" f.p •., st�sE oF r'2� <br /> ,oro�.osvawe AMCNOF2AGE DETAl45 ;0,�••.,,F}oa�o��',�C?= <br /> �� �� c ��E��� ��'�� � ALUM.SINGLEHUNG W/NDQW,NON•IMPACT �`'��`���ONA�;�'' <br /> F.JC ?AW7 B 8PEClFY CURRENTEDRfON NQTE7. P.O.BQpctbla , � <br /> F.1G T,+AfiM dJ. �Xx6 ndtCM�s.a�4 Wifb(r8setn d�xc+D N7u i�l « i� ���A92',?D p A.LYt��IIILL�,P.E. <br /> Fl P.E.f 58706 <br />