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WINDOW SYSTEMS <br /> WINDOW SYSTEMS Il�✓/I <br /> 1900 SW 44TH AVE. <br /> OCALA,FLORIDA 34474 <br /> WWW.CWS.CC <br /> TRANSOM OVER TWIN TRANSOM OVER TRIPLE TWIN TRIPLE HORIZONTAL MULLION <br /> VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION 3" PVC <br /> MULLBAR <br /> I NON-IMPACT <br /> r r F N <br /> J J z �SINGLE� Q Z Q Z <br /> J J a <br /> TWIN wwOWwO <br /> 0ZZ Z Z J QFpORLLJ ZOZ d—ZFw <br /> 0 ITRIPLE1 Q §E0E-wZEEgx- <br /> UNITS <br /> BELOW� Z Zx:2<w'p0 <br /> L L O OHO <br /> O VU)�ZaI=-v d <br /> I II I I II I Cn-Z <br /> I-- OPENING SIZE--I ---I OPENING SIZE F--- OPENING SIZE--I --{ OPENING SIZE I--- F-- MULL LENGTH -I 4 O Z U Z U <br /> I--LL200u-Z <br /> a> <3:0w -x0_Z <br /> 0 <br /> W U�tgowvlW <br /> w z a O.J m F_ <br /> O w W=x� <br /> a F- a 0 ' <br /> ���tttllllf///� <br /> A.TIJ4 <br /> NOTES: til III% `�\\ <br /> 1.AT MULLION LOCATION,ATTACH WINDOW UNIT(S)TO MULLBAR THRU FRAME AS SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENTS.IF ALUMINUM ATTACHMENT IS NOT SPECIFIED IN THE WINDOW UNIT APPROVAL <br /> DOCUMENTS,FOLLOW THE ANCHOR SPACING AS INDICATED IN THE WINDOW APPROVAL FOR ATTACHMENT TO WOOD SUBSTRATE,USING A HEX WASHER HEAD TEK SCREW OF THE SAME SIZE(#10 OR#12)AS THE <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. 08/06/2020 <br /> 2.MULL CLIP INSTALLATION ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 9. <br /> LUCAS A.TURNER,P.E. <br /> 3.ALL MULL CLIP INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED FL PE#58201 <br /> WOOD MUST BE PROTECTED TO PREVENT REACTION. 2428 Old Natchez Trc Trl <br /> Camden,TN 38320 <br /> 4.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 1,SHEET 9. SHEET DESCRIPTION: <br /> 5.ANCHOR EMBEDMENT TO SUBSTRATE 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 <br /> ARE OPTIONAL. ANCHORAGE NOTES <br /> 6.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED AS INDICATED BY THE PRE-DRILLED HOLES AS SHOWN IN THE CLIP LAYOUTS ON SHEETS 4-5. DRAWN BY: DATE: <br /> RS 04/13/09 <br /> 7.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. DWG#: REV.: <br /> SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 9. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. <br /> CWS-430 D <br /> 8.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET <br /> FMA/AAMA 100(FIN WINDOWS),FMA/AAMA200(FLANGE WINDOWS), FMAfWDMA250(BOXWINDOWS),FMA/AAMA/WDMA300(E)(TERIORDOORS) 1:1 <br /> 80F10 <br />