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� NOTES: <br /> EXTERIOR INTERIOR e 1,FOR CONCRETE APPLICA710NS IN MIAM4DADE COIINTV.USE ONLY MUIM4DADE CAUP1fY <br />� , � pAIL HEAD AND SILL DETAI� W�D ANCHOR qppROVED 1f4'ELCO TAPCONS OR 714'S54 CFtETE-RIX.MIMMLIM OISTANCE FROM <br />� 1�l MIN.EDGE (SEE NO7E 2 6 3) pNCHOR TO CONCRETE ED�E 151 3l4' <br /> CONCRETE ANCHOR 2.FOR WOOD APPLICA710NS IN MIAMI-0AOE COUNTY.USE C72 STEEL SCREWS(GS)OR <br /> (SEE NOTE 1 d 3� yc WOO�BUCK �•A71N.EDGE 114'SS4 CNETERIX. <br /> (SEE NOTE d) a�p7 HEAD ANCHORS,WHERE REQUIRED.MUST HAVE 012 TRIMFlT HEADS. <br /> 1 <br /> 3.3 K51 NIN. 4.WOOD BUCKS OEPICTED IN THE SECTIONS ON T}fIS PAGE AS ix AHE BUCKS WMOSE <br /> COT1CREfE . ��y��Ny��Q•7pp�pry TOTAL THICKNESS IS LESS THAN 1 1f2' 1x WOOD BUCKS ARE OFiIONAL IF UMT CAN BE <br /> �•� � �•' �.49i4'MIN.,1/4'CREiE-REJ( INSTALLED�IREC7LY TO SOLID CONCRETE OR CMU.WO00 BUCKS DEPICTED AS 2a ARE <br /> OP�IONAL�x , '•' / o� C M�N• 777TH�CKORGREATER.INSTAILAT�ONTOTHESUBSTRATE0FWO0DBUCKSTOBE <br /> WOODBUCK •w�'� '. `� _ EN6INEEREDBVOTHERSORASMPROVEDBVAUTHOWNHAVINCiJUii1SDICTiON. <br /> (SE NOTE 4) `—�- 5.FOR A77ACHMEM TO ALUMINUM:THE IMTERW.SHALL BE A MMIMUM STRENGTN OF <br /> 6083•TSANDAMINIMUMOFIlB'THICK.THEALUM1NUIdSTRUCfURILLM17EMBFASMALLBE <br /> ��<' ��4� OFASRETOPROVIDEFULLSUPPORTTOTHEN7NDOWFRAMESIMILARTO7HAT <br /> �• � SHOWN IN iHESE OETNLS FOR 2x WOOD BUCKS.THE ANCHOR SMALL BE A tl12 SHEET <br /> SHIM SHIM METALSCREWWITHFULLENCN�EMENTINTOTHEALUMINUM.IFTHESECRRERUTARE <br /> DETAIL A DETAIL B MEf,TNE RESPECTIVE DESIGN PRESSURES AND ANCMOftAGE SPACING FOR TAPCONS <br /> TYPICALFLANGEDHEADANCHORAGE MAYBEUSEO. �FLANGEDFRAMECOMPONENiMAVBESUBSTITUTEDFORAN <br /> IMEORAL FIN FRAME COMPONENT FOR MULLED APP�ICATONS.FOR IMEGRAI FlN <br /> MULLED APPLIGITIONS R IS E%CEPTABLE TO REMOVE THE FIN M10 ATTACH TO THE <br /> >1f4. 1 J!9' MULL TMROUGH THE FiNME USINO THE FLANGED FRAME ANCHORAOE REOUIREAIENT. <br /> �MW. 0.ANCHORS AFtE NOT REQUIRED AT THE SILL OF FLANGED UNRS. <br /> t!4'MNCSHIM+I� MM.. 1f4'MN(.SHIM�{ 7 MqTEqIALS,INClU01t3GBUTNOTUMITEDTOSTEELSCFiEWS�THATCOAfEUlTOCONTACT <br /> —� WRHOTHERDISSIMIIARMATERIAWSHALLMEETTHERE�UIREMENT6OFFBCWRRENi, <br /> 1�374'MINEDGE I t'MIN.EOGE EpITION. <br /> t '�CONCRETEANCHOR WOODANCHOR, <br /> FH BELOW MEETING FH BEIOW MEETING <br /> � RAIL(SEE NOTE 183) FtAIL(SEE NOTE 28 3)� <br /> 3.35 K51 MIN.CANCREfE INiEHIOR <br /> � OR1.5KSIMIN.CMU �ALLJAMBDETAILS) <br /> ��� E%TERIOR <br /> Ltx BUCK OPTIONAL WITII SOUD CONCRETE 2x WOOD BUCK n <br /> OR CMU SUBSTRATE(SEE NOTE 4J e (SEE NOTE 4) �7 <br /> DETAIL C DETAIL D <br /> TYPICAL FLANGED JAMB ANCHORAGE <br /> 1/q• SJB'MIN.EDGE <br /> z-irz•�neeo+n�nrt rnnx. va• <br /> SHIM MAK �xOnuc[nEY�tm <br /> -— �WOODFF7AME �. ��y��y� <br /> O; WOODFRAME � �SHIM 1 uaii scm� <br /> 6f8'M EDGE A�v�aml:o,l6-05L9.�8 <br /> .131'�IA MIN. E+v����Ib,?A21 <br /> 131'DIAMIN. 2'�7EA1 EOMENT � � ATCORNERS � p��'1Oa"'1CO'Qo1 <br /> K 2112'NAi4 �- AND S O.C. WOOD FRAME <br /> ATCORNERS <br /> AND S O.C. '� 5!8'NdN.E�GE I � <br /> �'�(' .137'DIA.MIN. �J� �4�r <br /> va� I x 2�2�Na4 O ``������Y tYYN Gy�`'�.� <br /> NWL ATCORNERS p_�2•EMBEDMEM �p��' V��SF F�P�� <br /> SHIM M1p S O.C. '• � <br /> DETAIL G.(SILL) `" No.:aios "� <br /> DETAII F,(HEAD) DETAIL E,(JAMB) - ;' ; <br /> TYPICAL INTEGRAL FIN ANCHORAGE =-n.Cl - <br /> -�: �}IS :'W; <br /> � CORRECiBUCKNO7E,REMOVESECf107JN�0.&OREF �O srATECP (V. <br /> s�yts e ANCHORAGEDETAILS "-'On' FcomvP• �'�'` <br /> ' �ororEfJu:OlAcroNVE <br /> �. �y�ir� o "°rxu'��sTMrssHF�r ""E"'�'""'" � ALUM.SINGLEHUNGWINDOW(MPACT �'!S`Sj�i� 1.���`� <br /> .R. �04Df/ff C NOtlfANGE97HW8HEEf PA.ea%t5�s eiY.�. ... A.'L�ryry,�f4 4�R:P.E <br /> rvoxoens.rtra� t2�bbB«re+ aHmo NTS 11 �11 �Y404620 E FLP.EN58705 <br /> F,K &1f05 J.J. 7/23'U7 <br />