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Silver Line <br /> MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSF):STRUCTURAL MULLIONS(TWO-WAY) DrAncldegeh <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 34.0 36.0 38.0 40.0 42.0 44.0 46.0 48.0 50.0 52.0 <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 ONE SILVERLINE DRIVE <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 NORT„BRUNSWICK,NJ08902 <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 PH:IBODI 234-4228 <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 99.0 2 E.i <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 96.5 92.8 Do Q ?m o <br /> 34.0 100.0 1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.7 94.6 90.8 1 87.3 w v fi m m <br /> 36.0 100.0 1100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.5 93.2 89.3 85.8 1 82.5 a ""e <br /> a Oa^sSo <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 96.7 92.3 88.3 84.6 81.2 78.1 ^ o cc b �� <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 96.5 91.9 87.7 83.9 80.4 77.2 74.2 MULLION N Q p E7 <br /> 42.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.7 91.9 87.5 83.5 79.9 76.6 73.5 70.7 r- z y <br /> ` n m a z='' d <br /> 44.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.5 92.3 67.7 83.5 79.7 76.3 73.1 70.2 67.5 Q z o g <br /> 46.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.7 93.2 88.3 83.9 79.9 76.3 73.0 69.9 67.1 64.5 MULLION w2 <br /> 48.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 94.6 89.3 84.6 80.4 76.6 73.1 69.9 67.0 64.3 61.8 F2 Q m <br /> 50.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.5 90.8 85.8 81.2 77.2 73.5 70.2 67.1 64.3 61.7 59.4 L EE z, n <br /> 52.0 100.0 100.0 100.0 100.0 100.0 100.0 99.0 92.8 87.3 82.5 78.1 74.2 70.7 67.5 64.5 61.8 59.4 57.1 li a a <br /> 54.0 100.0 100.0 N. 1 <br /> 00.0 100.0 100.0 95.3 89.3 64.1 79.4 75.2 71.5 68.1 65.0 62.1 59.6 57.2 55.0 N2 a <br /> 56.0 100.0 100.0 00.0 100.0 98.4 91.9 86.1 81.1 76.6 72.5 68.9 65.6 62.6 59.9 57.4 55.1 53.0 <br /> 58.0 100.0 100.0 00.0 100.0 95.1 88.7 83.2 78.3 73.9 70.0 66.5 63.4 60.5 57.9 55.4 53.2 51.2 I REMARKS BY DATE <br /> 60.0 100.0 100.0 00.0 99.0 91.9 85.8 80.4 75.7 71.5 67.7 64.3 61.3 58.5 55.9 53.6 51.5 49.5 �-w3-�4 w2-{ 6TH FBC EDITION AG 30/17 <br /> 62.0 100.0 100.0 100.0 95.8 88.9 83.D 77.8 73.2 69.2 65.5 62.2 59.3 56.6 54.1 51.9 49.8 47.9 <br /> 64.0 100.0 100.0 1D0.0 92.8 86.1 80.4 75.4 70.9 67.0 63.5 60.3 57.4 54.8 52.4 50.3 48.2 46.4TWO-WAY MULLION DIAGRAMS <br /> 66.0 100.0 100.0 97.5 90.0 83.5 78.0 73.1 68.8 65.0 61.6 58.5 55.7 53.2 50.8 48.7 46.8 45.0 <br /> 68.0 100.0 100.0 94.6 87.3 81.1 75.7 70.9 66.8 63.1 59.7 56.8 54.1 51.6 49.4 47.3 45.4 43.7 <br /> 70.0 100.0 100.0 91.9 84.8 78.8 73.5 68.9 64.9 61.3 58.0 55.1 52.5 50.1 47.9 45.1 44.1 42.4WIT„OUTWRITTEN CONSENT Of BUILDING CROPS,72.0 100.0 100089.3 82.5 76.6 71.5 67.0 63.1 59.6 56.4 53.6 51.0 48.7 46.6 44.7 42.9 41.2 A ERAnoNs,ADmnoxs.„mNUCNRNc,Dfl Or„En <br /> 74.0 100.0 100.0 94.8 86.9 80.2 74.5 69.5 65.2 61.4 57.9 54.9 52.2 49.7 47.4 45.3 43.5 41.7 40.1 TRIBUTARY WIDTH=WI�W2 NcsrlwrAis�En�sxr nENoroEaal fD ND <br /> TABLE NOTES: SS F 1. O�AA'., <br /> 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 5 FOR TYPICAL INSTALLATION METHODS ;Z�:'�C' ):�O <br /> &CUP DETAILS. QUALIFIED ANCHOR CLIPS % P� -- -* <br /> 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. = v ._ gT T 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. %�O '•/ ( pP,: rur" <br /> 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. ;� �� „• N2 <br /> 5. ANCHOR REQUIREMENTS: <br /> WOOD SCREWS + IDNA` <br /> •CMU:3/16"ITW TAPCONS „ERNES F.„ORE„D,P.E. <br /> fuMDOA P.E.No 73715 <br /> IF CONCRETE:3/16"ITW TAPCONS BUILD DRO WC <br /> ]DBE Wc PS,DA"'a"BLOlw0.D4/].DB <br /> •METAL:12-14 SELF-DRILLING SCREWS(GRADE 5) FBPE CF o REAM M 3 N•Y451D <br /> 6. INSTALLATION SUBSTRATES: <br /> MULLION ANCHOR BRACKET 2722 FL R <br /> •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD 1000-I- FOR WOOD SCREW OR MALUMULLION 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 DATE: 10.06.17 <br /> 2-1/2".HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. owe.BY: CHIC.BY: <br /> •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2". AG HFN <br /> CONCRETE SHALL BE MIN.4000 PSI. - -D.2z0- <br /> SCALE: NTS <br /> •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE. owe.a: SW D014 <br /> STEEL SHALL BE MIN.18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/81I THICK SHEET <br /> L.000• <br /> ALUMINUM 6063-TS. MULLION ANCHOR BRACKET 50-2722 OF 10 <br /> 2724 <br /> ALUMINUM(6063-T6) O <br /> FOR CONCRETE ANCHORING <br />