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7 MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSF):STRUCTURAL MULLIONS(TWO-WAY) Silver Line <br /> � <br /> 3 L_Mull W-Tributary Width(in) WEN•DW}..00R} <br /> AMERICAN CRAFTSMAN WINDOWS <br /> Length(in) 1g;4 1 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 PLY OEM WINDOWS <br /> SILVER UNE WINDOWS AND DOORS <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 0 ESIWERUNEDRIVE <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,NI 0R901 <br /> 29.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 PH:IeD3s 13A a11a <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 T� <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 N>p ?M <br /> 34.0 100.0 100.0 1100.0 100.0 100.0 1 100.0 100.0 100.0 100.0 100.0 100.0 100,0 100.0 1 100.0 98.7 94.6 90.8 87.3 2 ; <br /> 36.0 100.0 100.0 100.0 100.0. 100.0 100.0 100.0 100.0 100.0 100.0 100.p 100.D 100.0 97.5 93.2 89.3 85.8 82.5 m <br /> 100.0- 100.0. 100.0 100.0 100.0 1 100.0 100.0 100.0 100.0 100.0 100.0 10D.0 96.7 92.3 88.3 1 84.6 1 81.2 78.1 N a; $ <br /> 40.0 100.0 100.0 100.0 100.0 100.0 I 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 ^�ia G a o a a <br /> MULLION F- 47 c[O <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 -Fr_�r.m-ctz_ -o.; m- <br /> 44.4 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97,5 92.3 87.7 83.5 79.7 76.3 73.1P54 <br /> 67.5 "-T q x +nr o D <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 6-4 5 MULLION W1 a m ; <br /> 48.0 100.0 100.0 100,0 100.0 100.0 104.0 100.0 100.0 94.6 89,3 84:6 80.4 76.6 73.1 69.9 67.0 61.8 <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 59.4 L <br /> 52.4 100.0 100.0 100.4 100.E 100.0 100.0 99.0 92.8 87.3 82.5 78.1 74.2 70.7 67.5 64.5 61.8 57.1 �ti�' <br /> 54.0 100.0 100.0 100.0 100.0 100.0 100.0 195.3 89.3 84.1 79.4 75.2 71.5 68.1 65.0 62.1 59.6 55.0 1 gW <br /> 56.0 100.0 100.0 100.0 100.0 100.0 98.4 91.9 86.1 81.1 76.6 72.5 68.9• 65.6 62.6 59.9 57.4 53.0' <br /> 58.0 100.0 100.0 100.0 100.0. 100.D 95.1 88.7, 83.2 78.3 73.9 70.0 66.5 63.4 60.5 57.9 55.4 51.2 II REMARKS BY DATE <br /> 60.0 100.0 100.0 100.0 100.0 99.0 91.9 85.8- 80.4 75.7 71.5 67.7 64.3 61.3 58.5 55.9 '53.6 [45.4 <br /> 49.5 h w1�� w1-) 6TH FBC EDITION AG 10/17 <br /> 62.0 100.0 100.0 100.0 100.0 95.8 88.9 83.0 77.8 73.2 69.2 65,5 62.2 59.3 56.6 54.1 51.9 47.9 <br /> 64.0 100.0 100.0 100.0 100.0 92.8 86.1 80.4 75.4 70.9 67.0 63.5 60.3 57.4 54.8 52.4 50.3 46.4 TWO-WAY MULLION DIAGRAMS <br /> 66.0 100.0 100.0 100.0 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 45.0 <br /> 68.0 100.0 100.0 100.0 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 43.7 <br /> 70.0 100.0 100.0 100.0 91.9 84.8 78.8 73.5 68.9 64.9 61.3 58.0 55.1 52.5 50.1 47.9 45.9 42.472.0 100.0 lOp.O 97.5 89.3 82.5 76.6 71.5 67.0 63.1 59.6 56.4 53.6 51.0 46.6 44.741.2 1+W2 i ' 9TSEtl7Q.0 100.0 100.0 94.8 86.9 80.2 74.5 69,5 65.2 61,4 57.9 54.9 'S2.2 49.7 47.4 45.3 d3.5 40.1 2 DDaNUNn vaR DSF wEDETN.DDCNMFNT. <br /> TABLE NOTES: J '� <br /> QUALMED ANCHOR CLIPS _? <br /> 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 FOR TYPICAL INSTALLATION METHODS N .7 7 <br /> &CLIP DETAILS. <br /> 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED, 5 A OF <br /> 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. <br /> 4. SEE SHEET 3 FOR SPECIFIC BRACKET DIMENSIONS. <br /> 5. ANCHOR REQUIREMENTS: � `� � � �' � r���rS nt''''11.1L1 <br /> •WOOD:#12 WOOD SCREWS HORESr.NOfl6A '.E <br /> MAID.P.L N. <br /> 1.1T. <br /> •CMU:1/4"ITW TAPCON auuma DROPS.IND <br /> Si.E.DANIA RCAOE 0Lw. 33. <br /> •CONCRETE:1/4"ITW TAPCON ET PE DAMA o BREACH L ,m.:a <br /> MULLION ANCHOR BRACKET 50-2722(PART#230297) <br /> •METAL:#12 SELF-DRILLING SCREWS(GRADE S) ALUMINUM(6063-T6) FL Bc <br /> 6. INSTALLATION SUBSTRATES: U FOR WOOD SCREW OR MULLION TO MULLION ANCHORING FL6067 <br /> •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 0.75". 41 <br /> DATE, zd.(}6•17 <br /> WOOD SHALL BE MIN.S.G.=0.55. <br /> HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 111&EDGE DISTANCE OF 2". 0.10^- 1.47* 3,15' DWG.BY: CHK.BY: <br /> HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. O -�- 0 AG I H F.N <br /> CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2". 031S' SCALE: NTS <br /> CONCRETE SHALL BE MIN.4000 PSI. - -' DWG.n: SWd01 . <br /> •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE. T ,Do^ I- SHEET <br /> STEEL SHALL BE MIN.18 GA.(0.045"THICK)33 K51 YIELD &ALUMINUM SHALL BE MIN.0.1" 2723 MULLION ANCHOR BRACKET 50-2722(PART#230297) <br /> THICK ALUMINUM 6063-T6.WITH MIN,EDGE DISTANCE OF 1"FOR BOTH ALUM.AND STEEL. PART#230295 ALUMINUM{6063-T6) OF 10 <br /> FOR CONCRETE ANCHORING <br />