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Silver Line <br /> brAndFff&6 <br /> MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSF):STRUCTURAL MULLIONS(ONE-WAY) <br /> L-Mull W-Tributary Width(in) <br /> Length(in) 18.0 20.0 22.0 24.0 26.0 28.0 30.0 32.0 1 34.0 36.0 38.0 40.0 42.0 44.0 46.0 48.0 1 50.0 52.0 <br /> ONE SILVERLINE DRIVE <br /> 24.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 NORTH BRUNSWICK,NA 09902 <br /> 26.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 PH:800 23-228 <br /> 28..0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1 u m <br /> 30.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 Q N ? f <br /> 32.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 w s <br /> 34.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 MULLION N a O = "v <br /> 36.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 f-L-1 ^ a o 5 m$g <br /> 38.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 N a g m w a[ <br /> 40.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 MULLION, Lu <br /> 42.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 L a C) $ <br /> 44.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 w j CO <br /> 46.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.D 100.0 100.0 100.0 100.0 co m <br /> 48.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 I w3 H <br /> 50.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 10D -il <br /> .0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 w, -w2-{ <br /> 52.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 _L <br /> 54.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 ~ a <br /> 56.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.6 99.0 ONE-WAY MULLION DIAGRAMS REMARKS BY DATE <br /> 58.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.3 97.5 95.9 94.6 93.6 92.8 6TH FBC EDITION AG 10/17 <br /> 60.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.1 96.5 94.2 92.3 90.7 89.3 88.2 87.3 <br /> 62.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.5 94.5 91.9 89.6 87.7 86.0 84.6 83.4 82.5 MULLION <br /> 64.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.6 93.2 90.3 87.7 85.5 83.5 81E79.778.0 <br /> 8 80.4 79.2 78.1 <br /> 66.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.5 92.7 89.3 86.4 83.9 81.7 76.6 75.3 74.2 <br /> 68.0 100.0 100.0 100.0 100.0 100.0 100.0 97.1 92.8 89.0 85.8 82.9 80.4 78.2 73.1 71.8 70.7 xBsxr.,.xorBL...AODICLoixwxo,e04o T <br /> 70.0 100.0 100.0 100.0 160.0 1 00.0 98.4 93.6 89.3 85.7 82.5 79.7 77.2 75.0 69.9 68.6 67.572.0 100.0 100.0 100.0 100.0 1000 95.1 90.3 86.1 82.5 79.4 76.6 74.2 72.1 67.0 65.7 64.5 :I+csromisooEOMENt.Rr'xITIO1 imm.NB100.0 100.0 100.0 97.3 91.9 87.2 83.2 79.7 76.6 73.9 715 69.3 64.3 63.0 61.8 ��AESIF I iEOAA�K, <br /> 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS S FOR TYPICAL INSTALLATION METHODS �� ' �Ao <br /> &CLIP DETAILS. QUALIFIED ANCHOR CLIPS _ <br /> 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. = k �k = <br /> 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. _ 'a T T o <br /> '•./ <br /> 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. OT•.• t P.:'�W� <br /> S. ANCHOR REQUIREMENTS: + <br /> •WOOD:N12 WOOD SCREWS �'i��sIONAi,E�A``� <br /> •CMU:3/16"ITW TAPCONS „MN ES F.„ORERO.P.C. <br /> fL DA P.f.N.7M8 <br /> •CONCRETE:3/16"ITW TAPCONS + ,ae E owN6°"A efw0"a'IN.. ase <br /> oANu ssEAat n a,00� <br /> •METAL:12-14 SELF-DRILLING SCREWS(GRADE 5) MULLION ANCHOR BRACKET 2722 POPE MT.OF AurHOIBUTION Nu me,e <br /> 6. INSTALLATION SUBSTRATES: ALUMINUM(6063-T6) . FL N: <br /> •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD FOR WOOD SCREW OR MULLION TO MULLION ANCHORING F L6067 <br /> SHALL BE MIN.S.G.=0.55. <br /> HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 3a50• S.oOo DATE: 10.06.17 <br /> 2-1/2".HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. 0100 DWG.BY: CHK.BY: <br /> •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2". AG I HFN: <br /> CONCRETE SHALL BE MIN.4000 PSI. 0.37S' SCALE: NTS <br /> •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE. DWG.a: SW D014 <br /> STEEL SHALL BE MIN.18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ,,000.4- SHEET <br /> MULLION ANCHOR BRACKET 50-2722 � <br /> ALUMINUM 6063-T5. 2728 ALUMINUM(6063-T6) NJ OF 10 <br /> FOR CONCRETE ANCHORING <br />