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-- -- ----- - - ---- ----- --- --- ----�-^-- --- - <br /> -- - - --- — - DETAIL E: �'" <br /> , --� .izb•MiN. MULLIONTOMULLION ���� � <br /> DETAILC: � INTERSECTION NOTES: �^� Q <br /> MULLION DIRECTLY ATTACHED TO M��� (U-CL{P) ��MAY BE INSTALLED IN"TEE•ort'cROSs^ �� <br /> MASONRYSTRUCTURE �� INTERSECTIONS. ��'a� � <br /> (STANDARD CLIP SHOWN) vnre�es �Y � � <br /> � 2)MAY BE INSTALLED HDRIZONTALIY � <br /> i (SHOWNj OR VERTICALLV. N <br /> � � �-- � <br /> 1 TYP.ANCHOR m <br /> EITHERTHE i � � Pt725UB5TRATE, 3)SEE U-CLIP DRAWINGS,SHEETS 21-23 � <br /> sranoMooR i i � SEETABLESIB-13B TOPVIEW FORCORRESPONDINGMULLION. Z �m� � <br /> OFFSET MULL � �,- MUu.ION O � <br /> CUPMAYBE � � I YYY EDGE�ISTIWCE _I <br /> INSTALLEDBY �� I �� FORMASOMiY VAFi�S-�--1 � _ <br /> THISME7HOD � I ANCHORS � p125TEELSCREwS, <br /> � i �i SELF-�RIWN60RPRE-0RILL � �� � <br /> � °I �\�MULLIDN ANO USE SNS uJ m o� O <br /> � �: l� 7 fA m (n <br /> � �ed a \ � �� NULLION � O � _ <br /> EXTERIOR q „ � � � g <br /> 7HE OFF3ET CLIP IS Z <br /> EDGE�ISTANCE ° � � RECOMMENDED FOR g ?� <br /> . '` � �7 <br /> FpRp,VSpf�y e � FIN�FAAMED L�MERSEG710N � �� & W <br /> ANCNORS �a a WINDOWS,BUlMAY U-CLIP � � J F"o i� rcZ <br /> ° ALSOBEUSEDFOR EXTERIOR Q Z � � <br /> 8 a � OTHERFRAMETYPES. <br /> Z Z Q N � <br /> TYP.ANGMOR � 4 r � Z ap � <br /> PERSUBSTRA7E. Q � ,p <br /> 6EE7�BLE57B�13B SEESHEET521-23FOR (q F'"p ��m� <br /> TYP ANCMOR HOLE LOCATIONS N g N � � <br /> � �PEft SU�STRATE, <br /> BUG(STRR � SEETABLESIB-73B FRONTVIEW EDGE <br /> �p OI3TMCE � F j j <br /> ATfACNA18JT SEET B13a V 'Z Q <br /> . BV OTHERS, � . � <br /> •• �• � � SEENOTEt, � :• _ a� Z y(n � <br /> EMBEDI.iEM • . • � ' SHEET 1. - ' . . ! • E�E �� mO <br /> � • • • • ��—SEE aaLEs SIDE VIEW � � � ��� <br /> � � <br /> MN2.7KSICONCRETEORCMU MP17.7KSICONCRETEORCMU 18-139 DETAILD: <br /> FRONT VIEW SIDE VIEW <br /> MULLION ATTACHED TO <br /> STEELSTUD <br /> (STANDARD CLIP SHOWN) <br /> S7RUG7URE <br /> INSTALLATION NOTES: <br /> TYp.ANCHOR <br /> 1)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. Q PERsuasTt+nn, 0 <br /> �SEETABlES iB-13B <br /> 2)QUANTITY OF ANCHORS AND MULLION 517F SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION 0. `� SEESHEEfS PRODll(.'f KGVISED <br /> ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON 7HE ANCHOR TO ANCHOR DISTANCE.7HE 2�-2�FaR � ,s complying wiJ�tho Flmidu <br /> ` f10LE au�m���g caa� <br /> CORRECT QUANTfTY AND LOCATION OF ANCHORS MUST BE FOLLOW ED,REFER TO THE TABLES ON THE � �ocaiiaas qcap��w No KD"d`L«•�3 <br /> FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDAftD OR INTERIOR CLIP MAY BE USED. `�1� Ezpimti Date �21 <br /> rauuiav � <br /> 3)ANCHOR HEAD TYPE MAY BE PANHF?D,HEXHEAD OR FLATHEAD. � B <br /> � M� 'Dado cl <br /> 41 WOOD BUCK8 ARE OPTIONAL,SEE DETAIL C,SNEET 3. <br /> 5)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY.U9E ONLY MIAMI•DADE COUNTY APPROVED <br /> oisEaruce `��`��{1.YPlN A9/(������: <br /> EICOULTRACONORELC01/4'S.S.AGGREGATORMASONRYANCHORS FORSTEEISTUD3TH�NNEftTHnN 3EETA9LES O C <br /> FRONTVIEW 18C,�ANDCOMPLL4NTWRHTHEFL011ILDING 19-1�8 � /�� '��GCNSE '• '� �. <br /> ^ CO�E,A7XWOODBACKEt1MU5TUSE0. .; Q'�' �:} � . <br /> �� ATTACHMENTBYOiHEFtS. - '�.;: �1p.58%0� <br /> EXTERIOR �SEWO°DA�1CHO1isvecs SIDEVIEW ; /�/ / � <br /> : .� : <br /> NOTES: ' .•."l, �( 6��0 (Y <br /> ,,0 /�/ : lU, <br /> 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD ;� g�7�C OF ,`���� <br /> ANCHOR VALUES MAY BE USED. � �7' <br /> : n�•_FIGY.\OP:�,`aG'\� <br /> 2)SEE CORRESPONDING MULLION TABLES, ' � J� <br /> SHEE7S5-20,FORQUAN7ITYOFSCREWS. '''A��LYN�rf�yl�4 E�,P.E. <br /> FL P.E.#58705 <br />