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Silver Line <br /> MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSF):STRUCTURAL MULLIONS(ONE-WAY) DyAnde7f&A <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 1 34.0 36.0 38.0 40.0 1 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 SILVERUNE 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 NORTH BRUNSW ICK,N2 011902 <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 1 D0.0 100.0 100.0 100.0 PH:IBDOI 23a 228 <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 Z u <br /> 32.0 1 100.0 100.0. 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 o z m E <br /> 34.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 ^= W E g <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 MULLION ` ry a0 d m 4 z <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 1 DO.0 100.0 100.0 100.0 ^ o 0 3 s m a B <br /> 40.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 N¢C o m s a a <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 MULLION m CL <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 Q 4 $$ +s <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 w r DO <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 1DD.0 100.0 100.0 100.0 100.0 100.0 W2 <br /> 50.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 / <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 F W2 w2-i w Q K4 <br /> < <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 1 DO.0 100.0 100.0 100.0 100.0 1 \ <br /> 56.0 100.0 100.0 100.0 100.0. 100.0 100.0 100.0 1100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.6 99.0 ~ <br /> 58.0 100.0 100.0 100.0 100.D 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 ONE-WAY MULLION DIAGRAMS REMARKS BY DATE <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 96.6 94.2 92.3 90.7 89.3 88.2 87.3 6TH FBC EDITION AG 10117 <br /> 62.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.6 94.5 91.9 89.6 87.7 86.0 84.6 83.4 82.5 <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 81.8 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 79.7 78.0 76.6 76.3 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 76.3 74.6 73.1 71.8 70.7 <br /> 70.0 100.0 100.0 100.0 100.0 100.0 98.4 93.6 89.3 85.7 82.5 79.7 77.2 75.0 73.1 71.4 69.9 68.6 67.5 .„Or DE AURo ICED iH 1101E 09 N"1r <br /> 72.0 100.0 100.0 100.0 100.0 100.0 95.1 90.3 86.1 82.5 79.4 76.6 74.2 72.1 70.2 68.5 67.0 65.7 64.5 a'iiiR.noes:oo`uoH`s"xlcHuc�°n"c`.anoi�ia` <br /> eunu„as ra rnrs ooeu.,Enr ARE nor PEaumro.wo <br /> 74.0 100.0 100.0 100.0 100.0 97.3 91.9 87.2 83.2 79.7 76.6 73.9 71.5 69.3 67.5 66.8 64.3 63.0 61.8 DNR CERriNE r0„ <br /> TABLE NOTES: \`��`S�ES2F. 2j0����,� <br /> 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 5 FOR TYPICAL INSTALLATION METHODS y� �p <br /> &CLIP DETAILS. QUALIFIED ANCHOR CLIPS = tiN . 7.�,...:... <br /> 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. = 9T T y a <br /> 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. - 7, •-7� <br /> 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. : o� .• r P,• =w <br /> S. ANCHOR REQUIREMENTS: <br /> •WOOD:#t12 WOOD SCREWS ��y7r�21tIEtE���� <br /> •CMU:3/16"ITW TAPCONS HEROES F.NORM.P.E. <br /> EEIXOOA P.E.ND 2m• <br /> •CONCRETE:3/16"ITW TAPCONS BOLLDINO DROPS.WC <br /> ]9a E OAWA BEACH OLVD. ]3a <br /> DANIA BEACH,R 3)ODI <br /> •METAL:12-14 SELF-DRILLING SCREWS(GRADE S) EOPE IIT.of Au HawunoH Nc nsTa <br /> 6. INSTALLATION SUBSTRATES: MULLION ANCHOR BRACKET 2722 FL It: <br /> WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD FOR WOOD SCREW OR MALUMULLION ONNUM 6TO 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. DWG.BY: CHK.BY: <br /> 0.300' 2.970"3.250" A G <br /> •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2". H F N <br /> -�- -�- -�- -�- <br /> CONCRETE SHALL BE MIN.4000 PSI. 0.325- SCALE: NTS <br /> •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE. 1 DWG.u: SWD014 <br /> STEEL SHALL BE MIN.18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK I 2�O• SHEET <br /> ALUMINUM 6063-TS. MULLION ANCHOR BRACKET50-2722 OF 10 <br /> 2723 ALUMINUM(6063-T6) <br /> FOR CONCRETE ANCHORING <br />