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ANGLED MULL BAR ASSEMBLY OPTIONS ����� <br /> WINLUOW SYSBERIS <br /> APPLIES TO 45,30&15 DEGREE CONFIGURATIONS 1900 SW 44TH AVE. <br /> OCALA,FLORIDA 34474 <br /> W W W.CW S.CC <br /> ANGLED <br /> lUiULL BAR <br /> BAY WINDOW NON-IMPACT <br /> � <br /> "' � � <br /> o � <br /> Y <br /> � W Y <br /> W H [D <br /> � <br /> m m z <br /> BOW WINDOW(EVEN) " " o <br /> � o � <br /> N N Z � <br /> W W � � <br /> a a F- <br /> 0 o a <br /> w w ¢ <br /> r <br /> U <br /> 0 0 � <br /> w <br /> > > o <br /> m ¢ O <br /> BOW WINDOW(ODD) z <br /> J��GQ�S`�NoENsF G,Q'�'. <br /> �.�i: No 58201 �'9� <br /> `.*; * ;�,� <br /> NOTES: �'0: :�� <br /> "9�, STATE OF ,r[l� <br /> � DOCUMEINTSLOCOALOW ThIETANCHOIR SP CWG AS)IND CA DIN THE WINDOW APPROVAL OIF ATTACO MEN TO WOOD SUDBST ATETUSWG A HEX W SHER HEAD TEK SCREW OF THE SAME SIZE O 0 RI#2P ASOTHEL �0������R��P•�_�� <br /> � <br /> WOOD SCREW INDICATED IN THE WINDOW APPROVAL.TEK SCREWS SHALL BE LONG ENOUGH TO ENSURE THREE(3)THREADS OF PENETRATION BEYOND THE INSIDE WALL OF MULLBAR. ( , ����i`S'�p�jA1��G�+ <br /> 2.THE INSTALLER SHALL DRILL HOLES THRU MULL BAR AND MULL CLIP PRIOR TO INSTALLING SCREWS. A MINIMUM EDGE DISTANCE OF 1/2'SHALL BE MAINTAINED ON THE CLIP IN ANY DIRECTION.A MINIMUM CENTER <br /> TO CENTEFi SCREW SPACING ON THE CLIP SHALL FOLLOW NOTE 7 BELOW.THE INSTALLER MAY LOCATE SCREWS,WITHIN THE ABOVE CONSTRAINTS,AS NEEDED. �� <br /> 4/27/2015 <br /> 3.MULL CLIP INSTALLATION ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. LUCAS A.TURNER,P.E. li <br /> 4.ALL MULL CLIP INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED W ITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED FL PE#58201 <br /> 1239 JABARA AVE. <br /> WOOD MUST BE PROTECTED TO PREVENT REACTION. NOflTH PORT,FL 34288 I <br /> 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE PH.941-380-1574 ' <br /> MINIMUM SPECIFIED IN TABLE t,SHEET 6. <br /> SHEEf DESCRIPTION: � <br /> 6.ANCHOR EMBEDMENT TO SU6STRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE•1X BUCKS CONFIGURATIONS AND I <br /> ARE oPTIONAL. ANCHORAGE NOTES <br /> 7 A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:1-5/8"FOR MASONRY,3/4"FOfl WOOD AND METAL, oanwN ev� oaTe: <br /> Ew� y 1 n sioa <br /> 8.WOOD OR MASONRY OPENINGS,BUCKS AND 6UCK FASTENERS SHALL BE PROPERLY DESIGNED 8Y THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. owc x: aev.� <br /> SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEI,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. <br /> CWS-243 B <br /> 9.6EALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OFTHE REFERENCE DOCUMENTS: sca�e: SHEET <br /> FMA/AAMA 700(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMH/WDMA 250(BOX WINDOWS),FMAlAAMA/WDMA 300(EXTERIOR DOORS) 1'1 5 OF 6 <br />