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----- --- - - - — - DETAIL E:--- -- -- - — --- ---- 0���� � - - -- <br /> MULIION TO MULLfON <br /> DETAILC: --+ ."6•M�N. 1NTERSECTfON Nores: <br /> MULLION DIRECTLY AITACHED TO Muuior+ � (U-CLIP) ���� a <br /> 7)MAY BE INSTALLED IN"TEE'OR'CROSS" � �o <br /> MASONRYSTRUCTURE �� WTERSECTIONS. ��4� � <br /> (STADlDARD CLIP SHOWN) vuciEs o� z � <br /> 2)MAY BE INSTALLED HDRIZONTALLY � <br /> (SHOWN)OR VERTICALLY. N <br /> I � <br /> I TYP.ANCHOR � m <br /> EITHE(3 THE i I PESiSUBSTRATE, 3)SEE U-CLIP DRAW INGS,SHEETS 27-23 N ��� W <br /> SraNOMoort i � � SEETABLESI9-130 TOPVIEW FORCORRESPONDIIdOMULLION. Z tt -„ <br /> OFFSET MULL � I �, MULLION O `r <br /> CUP PIAV BE I I � EDGE OISTMICE ' `l, <br /> INSTALLEDBY I� 1 FORMASOPRY VPAES J W <br /> THISh1E7t100 � � � ANCHORS � g72S7EELSCREWS, 7 T <br /> I �� � <br /> j I ���� a �\�Ull10NAN�SESEAS �LL �yJ � O� O <br /> a \ n NULLION Q � J <br /> � ,ad g � � <br /> EXTERIOR ' ., � �. <br /> 4 THEOFFSETCUPIS Z j� � <br /> EUCE DISiANCE � � � RECOMMENOED FOR <br /> ppRMqSpMiY � FIN-FMMED LINTERSEGTION � � Q'� � W <br /> ANCHORS a �c d N7NDOWS.BUTMAY U�CLIP � 7 F'o u �Z <br /> ° AW^OBEUSEDPoR EXTERIOR Q � � � <br /> 8 a � OTMFAFRAMETYPES. Z '- <br /> . z z ¢ O1 � <br /> TYP.ANGHOFi �.G d Q O Z N <br /> 6EE7l�BLE5�1B•t3B a • SEESMEETS21-27FOR � f"yy ��� <br /> � TYP ANCHOR HOLE�OCATIONS � g J o 0 <br /> PEI3 SUUSTRA7E, <br /> eu usra� � s�Tne�siea� FRONT VIEW oisrnr�cE <br /> � Fa- � � <br /> ATfACHN@ff &EETABLES � (n <br /> . .. . � BYOTHERS. � ' 1&138 Q Z Q <br /> " �� SEENOiEt, , Z � <br /> EIABED'AffiNT . .• • '. . �t. SHEET7. • . . , -. ;- • <br /> � EocE �� mO�.O <br /> o�sTauce � �CC .� <br /> �~SEETAHLE9 S1DE VIEW � � €� � � <br /> MN2AKSICONQiETEORCh1U MPIT7KSICONCRETEORChR1 te-taa DETAILD: <br /> FRONT VIEW SIDE VIEW <br /> MULLION ATTACHED TO <br /> STEELSTUD <br /> (STANDARD CLIP SHOWN) <br /> S7RUC7URE <br /> INSTAIIATION NOTES: <br /> ne.a+cHOR <br /> 1)ANCHOR EMBEDMENT TO BASE MATERIAL SFIALL BE BEYOND WALL DRESSING OR STUCCO. Q PER SUBSiRATE, 0 <br /> \ �SEETABLES 1B-13B <br /> 2)QUANTITY OF ANCHORS AND MULLION SI7F SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION °� `� SEE SHEEfS � PROOl1C(KIiVISCD <br /> ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE.THE 2I-23 FOR m comptying witli ihe Flocidn <br /> CORRECT QUANTITYAND LOCATION OF ANCHORS MUST BE FOLLOWE�,REFER TOTHE TABLES ON THE � tIOLE Huilding Codc <br /> �ocanaas w<ecq�u�etao�^�► •63 <br /> FOLLOWING SHEEfS.EOR DETAILS A-D,ERHER THE STANDARD OR INTERIOR CLIP MAV BE USED. �`� Fxp'vati Duc �ZJ <br /> MULIIDN � <br /> 3)ANCHOR HEAD TYPE MAY BE PANHFAD,HEXHEAD OR FIATHEAD. � Br <br /> � Miam'Dedo t <br /> q)WOOD BUCKS ARE OPTIONAI,SEE DETAIL C,SHEET 3. ` `� <br /> 6)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUN7Y APPROVED D STANCE \�.��\��tiY�lN Mq�'''�,l <br /> ELCOULTRACONORELC01/4'S.S.AGGREGATORMASONRYANCFroRS. FORSTEELSTUDSTH�NNER7HiW 3EE7AALES ` 0,••"""•• F � <br /> Hw �o-iss . �� •��GCNSF''.,'S' �. <br /> FRONT VIEW 18 GAAND COMPLIANT WITN 7HE FL OUILDING <br /> ^ CODE,A 2X WOOD DACKER MUST USEO. ti Q'�: '�} i . <br /> � ATTACHMENT BY OTHERS, ;�: Np,58�0� <br /> EX7ERIOR ��"'O°DANCNmxscecs SIDE VIEVJ _ ..� � <br /> NOTES: �/ ry . (.Y.— <br /> �/ � �U, <br /> 1)FOR 2X WOO�-BACKED S7'EEl STUDS,WOOD ��•�� A 6���.���- <br /> ANCHOR VALUES b1AY BE USED. ���n� . F�GH\OP:�,aC��� <br /> 2 SEE CORRESPONOING MIRLION TABLES, � `>,�I�. ,+�, �- <br /> SHEETS5-20,FORQUANTITYOFSCREWS. ,',A���*"�1�r�Y����`PE• <br /> FL P.E.#58705 <br />