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DEfAIL E• � <br /> �� � <br /> MULLION TO MULLION �'� � i <br /> DETA{LC: � �'�s"'� INTERSECTION No7Es: o� d a <br /> MULLION DIRECTLY ATTACHED 70 Muuiarv � (U-CLIP) ��MAV BE INSTALLED IN'TEE'OR'CRoss^ ��� o <br /> MASONRY STRUCTURE iN7eaSEc71ot�5. � <br /> (STANDARD CLIP SHOWN) ���� '�x `� <br /> 2)MAY BE I N S T N 1.m H O R I Z O N T A LLY <br /> I (SHOWN)OR VERTICAILY N <br /> i � <br /> i p�suea�ru�, 3)SEE U-CLIP DRAWINGS,SHEEf5 21-23 �S U <br /> o��LL i ' Sff TPH�S t&t:a TOP VIEW Mu�N �R CORRESPONDING MULLION. � z �y W <br /> STAN�ARDOft � � � '� a 11J <br /> CLIPMAYBE � � EDGEDISTAtdCE � <br /> INSTALLEO BV I� � Fp{y^/aSpryqY VARIE9 W J � <br /> 7H19lAEfH00 � � I �� ANCHORS � <br /> � I � � � SELFLR WSNG DR PRE-0R11 y � �� � <br /> 1 I ���� `\�Ml1WONAN0USE5A1s U, m � p� � <br /> �� �� K <br /> M uJ <br /> ./7 � � \�, r�uwon � f=— Z �O C7 ; <br /> EXTER OR °` a , a � g � � i <br /> n+eo�serc�wis \� a Z U� m 2 � <br /> FDOEOISTANCE ^ ° . RECIX+IA�HO�FOR N � � eU � <br /> FaRMFSOrUtY � FIN-FM1�� LINT�.SEGTION � � w � � � � � <br /> ANCHORS WINDOW8,�ITMAY �}CI.� � J•� O ; <br /> ° AL60 BE USEo FOR <br /> g a vrnvi�xn�.+ernes, EXTERIOR � a Z : � I <br /> rw.aNCHOR �'° , ? Z Z ¢ N ^� I <br /> P�li SUB9TRATE, d <br /> SffTPHlE91B-136 � • 9ff3HcET821-23FOR d � O BZ x��O I <br /> � 7YG.ANGHOR HOLE LOCA770NS � � J�n � a <br /> PERSUBSfRAlE, I <br /> BU AK57RIP SEETA9LE9�8-130 FRONT VIEW DISTANCE x � � ¢ Y Y � <br /> A77/�GHMENT 3 <br /> @ F– tn [n <br /> BYOTHERS. . . . SEET&1 B = U z ¢ � 7 � <br /> � : •" • . • . � � SEENOTEI, . � , � Qe— Z � O l <br /> EAIBm`M6M . . . ,. � �! ,a SF�ET1. •. :� : �' ,' ` � a 8 mO�O + <br /> . •�'.. •'.� •' a EOGE � <br /> �ISTANCE <br /> • • ~'~9EETABLES SIDE VIEW $ $�g � ���� <br /> MIN 2T K6I CONGRETE OR GTIV MIN 27 K51 CONCRETE OR CMU �B-�3B <br /> FRONT VIEW SIDE VIEW DETAIL D: pRODUCT REVISED � <br /> MULLION ATfACHED TO as compbing wlth the Florlda f <br /> STEEL STUD B���d�ng Goav t <br /> (STANDARD CLIP SHOWN) r+oa-raa. 77-0630.0� � <br /> e�cpiration Dnta 0 512 6/2 0 21 <br /> STPUGNRE <br /> INS7ALLATION NOTES: By <br /> T��fr� Mlam a Product Cantml <br />, 'I)ANCHOR EMBEDMFSIT TO BASE MATERIAL SHALL BE BEl'OYD WALL ORESSING OR STUCCO. a PERSUBSTRATE, � <br /> ` �9EETABLESIB-736 <br /> -' 2)QUANTITYOF ANCHORS AND MULLION SIZE SHOWN ABOVEARE FOR PICTORIAL REPRESENTATON °` � SEESHEETS � <br /> ONLY BECAUSE iHE ANCHOR CAPACffY IS BASED PAR7LY ON THE ANCHOR TO ANCHOR DISTANCE,THE 21-Zi FOR <br /> CORRECT�UANTITYAND LOCATIO�OF ANCHORS MUST BE FOLLOWm,REFERTO THE TABLES ON T}iE H� I <br /> FOLLOWING SHEETS.FOR DETAILS A•�,EITHER THE STANDARD OR OFFSEf CLIP MAY BE USED. �acnnons <br /> .�� i <br /> Mu�ua+ � <br /> 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HDCHFAD OR FLATHE4D. <br /> � <br /> � <br /> 4)WOOD BUCKS ARE OPTIONAL,SEE DE7A1L C,THIS SHEEf. f I <br /> eocs `��� ii�� � <br /> 5)FORMASONRYAPPLICA710NSINMIAMI-DADECOUNTY,USEONLYMIAMI-DADEGOUNIYAPPROVFD ��'�AN� �� YLYN ��i <br /> ELCAULTRACONORELC01/4"S.S.AGGREGATORMASONRYANCHDRS. FCRsieELSTuosiXinrv�ti7wW 5&;BABLES �.�,�,>,oN ... !V �� <br /> 1B GAAND COMPLIANT WITH THE FL BUIfDING �IGENs'��( � <br /> FRONT VIEW � ��.a•' F �'��%= <br /> CO�E,A 3X W OOD BACKER MUST USEO. � <br /> ATfACHMENTBVOTHHiS. NO.$8705 ••.� l <br /> EXTERIOR ��w�����5PEG5 SIDE VIEW ��� <br /> NOTFS: — ' . *— <br /> —� : � � <br /> 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD �� <br /> ���'•, TATE F ,.�(4��� <br /> ANCHOR VALLIES MAY BE USED. <br /> 'i CCs�':��ORIDP,.'G\?� <br /> 2)SEE CORRESPONDING MULLION TABLES, ��i S�Q �N �� <br /> SHEETS 520,FOR�UANTI7Y OF SCRE'NS. ��CX�� R;�.E. <br /> FL P. 58705 � <br /> � <br />