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DETAIL E: ��� . � <br /> MULLION TO MULLION j��� '� <br /> DETAIL C: -a .+zb•Mi"' INTERSECTION NOTEs: � <br /> MULLJONDIRECTLYATTACHEDTO U-CLIP ���� � <br /> MASONRY STRUCTURE MULLIIXJ i � � 1)MAY BE INSTALLED IN'Tff'OR'CROSS" �o <br /> INTERSECTIONS. a <br /> (STANDARD CLIP SHOWN) � �d� � <br /> � �ES 'sY Z � <br /> I 2)MAY BE INS7ALLED HORIZONTALLY � <br /> I � (SHOWN)ORVERTICALLY <br /> � I TYP.ANCH�R � <br /> EI7NERTHE � � PERSUBSTRATE, �m 3)SEE U-CLIP DRAWINGS,SF�ETS 21-23 m a m � <br /> srnu�nanoR � � seer�e�sie-iae FORCORRESPONDINGMULLION. Z ��"�� �W <br /> OFFSET MLAI i � TOP VIEW <br /> CLIPMAYBE I � A7UWON 0 W <br /> BdSTALLEDBY �I � �GEDISTANCE VM1ES-{'--1 J 111 <br /> THISME7HOD � � FORMASONRY <br /> u�e ANCHOR9 1 q12STEELSCREWS. � _ <br /> � � I j � /�SELF•DRRLW60RPRE�DRILL �L �8 � <br /> `\`\\Y MULLIONANDUSESMS �yJ � O <br /> pp oo O F— <br /> � l \ �`� 7 � M � <br /> � MULLION I– Z � <br /> eN 'J <br /> EXTERIOR ` q g � � � <br /> �C'iE DIS7ANCE � ° THE OFFSET CIIP 19 � Z U� � � <br /> FOR NASONRV a ° o. FEC9AdMEN�ED FOR � yyy..� <br /> ANCHORS d FIN�fHAR1ED Lp�g�SECTION � �L �� � �(L <br /> , wiNoows�eurn+nY I—o Z <br /> ALSOBEUSEDFOR ����P J � <br /> �� � OTH62FRAMETVPES. EXTERIOR Q Z � � <br /> lYP.ANCHai 4 ¢ N O <br /> PER SU&STFNTE, n Q ` ¢ � Z Qp � <br /> �SEETABI.ES7B•13B ~ ti� <br /> T7P ANCHOR �ESHEETS21•21FOR � F–'� ��0.. <br /> PER SU85IRNTE, HOIE LOCAT10N5 � g m � S' <br /> BUCI(STNIP � n J <br /> SEE TABLES 1B-1�B W <br /> �p FRONT VIEW E�E � ¢ Y Y <br /> oisrtwce <br /> A77ACHAffM � � � <br /> a• , .• � . � � SEENOTEI, r SEETB138 C.� 'Z Q Q � <br /> E1d9EDl . . ' - �.. - .a SHEE71. . ' -. • -' •`• � EDGE �$ Z (/� f!) <br /> .••'• , ' ° '• • • I ,•• DISTANCE mQ'm2' <br /> ��'—SEETA9LE9 SI�E VIEW � � '�� <br /> A11N2.7KSICANCNETEORCMU MP12.7KSICONCREfEORG+IU 1B•139 <br /> FRONT VIEW SIOE VIEW DETAIL O: <br /> � MULLION ATTACHED TO <br /> STEEL5TUD <br /> (STANDARD CLIP SHOWN) <br /> 5TRUGTURE <br /> IN8TALLATION NOTES: <br /> ne.,watoa <br /> 1)ANCHOR EMBEDMENT TO BASE MATERIAL 3HALL BE BEYOND WALL DRESSING OR STUCCA. a ` �P�ti5Ue5mn7E. � <br /> sEE 7ABLES 7e•taa <br /> 2)QUANi1N OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION 0. � � SEE SHEE75 � PRGD[1(.T HEVISED <br /> ONLY BECAUSE THE ANCHOR CAPACITY IS BPSED PART�Y ON THEANCHOR TO ANCHOR DISTANCE,7HE 2t-za FOR a�co�vplyingwi�h itie Flmida <br /> CARRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOW ED,REFER TO THE TABLES ON THE H�� , Building C.ode <br /> FOLLOWINC�SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR INTERIOR CLIP MAY BE USm. � _;��� ��T�� A�°°p��"e N°�'^�����ne3. <br /> MULLION Expilat Datc -�u?jI <br /> 3)/WCHOR HEAD NPE MAY BE PANHFAD,HEXHEAD OR FLATHEAD. � gy <br /> 4)WOOD BUCKS AFtE OPTIONAL,9EE DETAIL C,SHEET 3. `_�' � � �� c` <br /> 5)FORMASONRYAPPLICATIONSINMIMII-DADECOUN7Y,USeONLYMIAMI•oA�ECOUNTYMPROVED �– osraHce ``���o����YNN/�qj������r <br /> ELCO ULTRACON OR ELCO 1!4'8.8.AGGREGATOR MASONRVMICHORS. Foqsr��sru�siHwNEqTHaN SEETABLFS <br /> FRONTVIEW t00AANDCOMPLVJITWITH7MEFLBUIIlIING 18-1JO � �1` •��GGNSC '• � � <br /> � CODE,ADCWOODBACNERMUSTU9ED. =Q��;� if � , <br /> ( <br /> AT7ACHMENT BYOTHERS '_„? �,j�gg'/05 <br /> EXTERIOR U9EWOODANCHORSPECS SIDEVIEW = • •� � <br /> NOTES: •,�• � �- <br /> 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD <br /> =��. �g1�6:�;.�u: <br /> ANCHOR VALUES MAY BE USFA. 'i�iC��s` F�GR\OP:'`G'� <br /> �\•`� <br /> 2)SEE CORRESPONDING MULLI�J TABLES. �i� S/()� � �� <br /> SHEETS 5-20,FDR QUANTITY OF SCREW3. A•�IVNN��lEi�,P.E. <br /> FL P.E.�58705 ' <br />