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DETAIL E: wA <br /> MULLION TO MULLION _ :b <br /> DETAILC: —1 .t2sMIN. INTERSECTION NOTES: <br /> MULLION DIRECTLY ATTACHED TO <br /> MULLION 0 <br /> MASONRY STRUCTURE 1 (U-CLIP) IN MAY BE INSTALLED IN OR 11- o <br /> (STANDARD CLIP SHOWN) INTERSECTIONS. R ZE m w <br /> vuUes 2)MAY BE INSTALLED HORIZONTALLY =z <br /> (SHOWN)OR VERTICALLY.TYP. d <br /> N <br /> pm.lgi THE i PER ANCHOR <br /> 3)SEE U-CLIP DRAWINGS,SHEETS 21.23 o S U F <br /> CARD OR I I SEETABLES 161.E TOP VIEW FOR CORRESPONDING MULLION. Z 0m W <br /> OFFEET MULL w <br /> CLIP MAY BE EDGEDISTANCE NULUON wy 0 LU <br /> INSTALLED BY II I FOR MASONRY <br /> I <br /> VARI -a rn <br /> ANCHORS STHIS METHOD NR12STEELSCRENS, <br /> U <br /> SELFDRIWNG OR PRE-D g •- <br /> t I I I MUWON AND USE SMS m in og N <br /> d< a 5 O <br /> EXTERIOR d F <br /> FFSET CUP IS z 7 ♦—e x <br /> EOGEDI6rANCE n a MMENDED FOR c+•F / of <br /> FOR MASONRY /• N-FRALMD LINTEIfSECTION lu frg '3 C)ANCNDRS OWS,BUT MAY U{LIP i-c BE USED FOR FRAME TYPES. <br /> EXTERIOR Q Z ` <br /> TYMANCHOR d u d ? ¢ 0Nv <br /> PER SUBSTRATE,SEE.TAB:.ES1B-13B � � , � SEE SHEETS 21;23 FORFER SUB HOR STRATE. HCLE LOCATIONS � (p J _ I <br /> BUAND p / SEE TABLES 10-13B FRONT VIEW EDGE a. Q S2 Y I <br /> ATTACHMEYT DISTANCE rn <br /> ® F- rn <br /> _ SEE TABLES R- z ?? <br /> BY OTHERS, _ � � 16t3B � V Z Q � 7 1 <br /> SEENOTEt, C9 Q z C) Q <br /> 21 <br /> EMBEDMENT SHEET I. - - EDGE a E 00 <br /> m�9'00 I <br /> L. DISTANCE <br /> —sEe rABLES SIDE VIEW r°I s m ffi m0 <br /> MIN 2T K81 CONCRETE OR CMU MIN 2.7 HSI CONCFETE OR CMU 18.13E <br /> FRONT VIEW SIDE VIEW DETAIL D: PRODUCT REVISED i MULLION ATTACHED TO as comply!no with the Florida I <br /> STEEL STUD Building Codo <br /> (STANDARD CLIP SHOWN) NIOA-No. 17-0630.01 <br /> STRUCTURE Expiration Dato 0 512 6/2 0 21 <br /> INSTALLATION NOTES! By <br /> TP.ANCHOR i <br /> 1)ANCHOR EMBEDMI6VT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING ORSTUCCO. a PER SUBSTRATE, ® Mlam'F-0 Product CorHrol R <br /> SES TABLES 18-13B <br /> 2)QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION °� `� SEESHEErs <br /> ONLY.BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THEANCHOR TO ANCHOR DISTANCE,THE 21.23 FOR <br /> CORRECT QUANTITY ARID LOCATION OF ANCHORS MUST BE FOLLOWED,REFER TO THE TABLES ON THE HOLE <br /> LOCATO1'S <br /> FOLLOWING SHEETS.FOR DETAILS A-D,EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. ! <br /> `` MULLION <br /> 3)ANCHOR HEAD TYPE MAY BE PANHEAD,HEXHEAD OR FLATHEAD. .r <br /> 4)W000 BUCKS ARE OPTIONAL,SEE DETAIL C,THIS SHEET. EDGE <br /> I 1 <br /> 5)FOR MASONRY APPLICATIONS IN MIAMI•DADE COUNTY,USE ONLY MIAMI-DADE COUNTYAPPROVEO 0 I3TANCE .N`\pNY LYNNf''f <br /> ELOO ULTRACON OR ELCO I/4"S.S.AGGREGATOR MASONRY ANCHORS. FOR STEEL STUDS THENNERTIM 0.7E LES N�'x <br /> FRONT VIEW 16CA AND COMPLIANT WITH THE FLBUILDING a,. LIGENSF l�! <br /> CODE.A ZX WOOD BACKER MUST USED. = Q•: •(fA <br /> ATTACNAIENT BY OTHERS. No,68705 ••� <br /> USE WOOD ANCHOR SPECS =7RT <br /> EXTERIOR SIDE VIEW _ <br /> NOTES: -0 "TAI. <br /> 1)FOR 2X WOOD-BACKED STEEL STUDS,WOOD � ' <br /> ,4NCHOR VALUES MAY BE USED. <br /> 2)SEE CORRESPONDING MULLION TABLES, <br /> SHEETS 5-20,FOR QUANTITY OF SCREWS. <br /> FL P. 58705 <br /> ) <br /> I <br /> R <br />