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I, <br /> Silver Line <br /> MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSF):STRUCTURAL MULLIONS(TWO-WAY) DrAnderse"n <br /> L-Mull W-Tributary Width(in) <br /> Length(in) 18.0 20.0 1 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 1 DO.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 NORTH BRUNSWICK,NJ Ob9D2 <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 1 DO.0 100.0 100.0 100.0 100.0 PH:aoo 22a a22B <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 Z u <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 co O z m E <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 98.7 94.6 90.8 87.3 ^ m <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 97.5 93.2 89.3 85.8 82.5 <br /> 0'^boa <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 d Of m $ <br /> MULLION r4 <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 <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 OL <br /> a 0 z s j <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 87.7 83.5 79.7 76.3 73.1 70.2 67.5 MULLION co <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 21170 J <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 u, <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 w W /a <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 W2 w h ¢ <\ <br /> 54.0 100.0 100.0 100.0 100.0 100.0 100.0 95.3 89.3 84.1 79.4 75.2 71.5 68.1 65.0 62.1 59.6 57.2 55.0 <br /> 56.0 100.0 100.0 100.0 100.0 100.0 98.4 91.9 M74 <br /> 81.1 76.6 72.5 68.9 65.6 62.6 59.9 57.4 55.1 53.0 <br /> 58.0 100.0 100.0 100.0 100.0 100.0 95.1 88.7 7B.3 73.9 70.0 66.5 63.4 60.5 57.9 55.4 53.2 51.2 REMARKS BY DATE <br /> 60.0 1DO.0 100.0 100.0 100.0 99.0 91.9 85.8 75.7 71.5 67.7 64.3 61.3 58.5 55.9 53.6 51.5 49.5 N,, "2� 6TH FBC EDITION AG 10/17 <br /> 62.0 100.0 100.E 100.0 100.0 95.8 88.9 83.0 73.2 69.2 65.5 62.2 59.3 56.6 54.1 51.9 49.8 47.9 <br /> 64.0 100.0 100.0 100.0 100.0 92.8 86.1 80.4 70.9 67.0 63.5 60.3 57.4 54.8 52.4 50.3 48.2 46.4 TWO-WAY MULLION DIAGRAMS <br /> 66.0 100.0 100.0 100.0 97.5 90.0 83.5 78.0 68.8 65.0 61.6 58.5 55.7 53.2 50.8 48.7 46.8 45.0 <br /> 68.0 100.0 100.0 100.0 94.6 87.3 81.1 75.7 66.8 63.1 59.7 56.8 54.1 51.6 49.4 47.3 45.4 43.7 <br /> 70.0 100.0 100.0 100.0 91.9 84.8 78.8 73.5 64.9 61.3 58.0 55.1 52.5 50.1 47.9 45.9 44.1 42.4 1.1NDT BE flf[RDUD[ED IN-.11 OR PMr <br /> 100.0 100.0 975 89.3 82.5 76.6 71.5 63.1 59.6 56.4 53.6 51.0 48,7 46.6 44.7 42.9 41.2 Wl`NDui WN EN[pNSFN„Di put°wG DROKf,INC. <br /> TRIBUTARY WIDTH= 2 . [RNnoxs.Noomoxs,lcxucxrwc,on Drxm <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 Z MNR[IND[[O V^`SpO:CUMfNC Mf NDr I[fl NfDNND <br /> Tf Dull fRNNCNTIDN <br /> TABLE-NOTES: <br /> `.�0eS F. O <br /> 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 5 FOR TYPICAL INSTALLATION METHODS �v�:' <br /> &CLIP DETAILS. QUALIFIED ANCHOR CLIPS s;'� o <br /> N .... <br /> 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. '* t 7 .� * _ <br /> 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. _ -a <br /> 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. %�o •.• pP,• �w� <br /> S. ANCHOR REQUIREMENTS: + - <br /> •WOOD:#12 WOOD SCREWS <br /> •CMU:3/16"ITW TAPCONS NAUE3 F.NDRfAO.P.E. <br /> •CONCRETE:3/16"ITW TAPCONS + + + + euflU'LNc'DDfiwp..c° <br /> •METAL:12-14 SELF-DRILLING SCREWS(GRADE 5) Epp E DeNu cK BLw.I vp <br /> DNW AUTHO R]DH MULLION ANCHOR BRACKET•2722 EHPC ca+r.aP�urHarDuna2 NaH xD°rD <br /> 6. INSTALLATION SUBSTRATES: ALUMINUM(6063-T6) FL H: <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 B.29D• 4.DDD DATE: 10.06.17 <br /> 2-1/2".HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. D.2DD DWG.BY: CHKHFN <br /> •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2". - - - <br /> CONCRETE SHALL BE MIN.4000 PSI. 0375' SCALE: NTS <br /> •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE. DWG.n: SW D014 <br /> STEEL SHALL BE MIN.18 GA.(0.0451"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/81'THICIC T_� MULLION ANCHOR BRACKET 50-2722 SHEET <br /> ALUMINUM 6063-T5. <br /> 2728 ALUMINUM(6063-T6) O OF 10 <br /> FOR CONCRETE ANCHORING <br />