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MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSF):STRUCTURAL MULLIONS(ONE-WAY) .e iICIE:L <br /> SIlVPr.� <br /> a L-Mull W-Tributary Width(in) <br /> AMEflIDAN CRAFTSMAN WINDOWS <br /> ° In PLY GEM WINDOWS <br /> Length <br /> ( ) 18.0 20.0 22.0 24.0 26.0 2$.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 SILVER <br /> LINE WINDOWSAND DOORS <br /> 24.0 100.0 100.0 1 100.0 100.0 100.0 100.0 100,0 loo.ol 100.0. 100.0 1Q0.0 100,0 100.0 100.0 100.0 100.0 100.0 100.0 ONESI ERUNEDRIVE <br /> BRUNS26.0 100.0 100.0 100.0- 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°RT H:18 0)laa ai 81 08902 <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 <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 '100.0N}zt Li^ E <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 1N <br /> 34.0 ! 100.0 1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 MULLION x �j a s <br /> 36.0 100.0 100.0 100.0 100.0' 100.0 100.0 100.0 100.0 100.0 100.0 1D0.0 100.0 100.0 100.Q 100.0 100.0 100.0 100.0 6E a o 2 "'NSc <br /> 38.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100,0 100.0 100.0 100.4 100.0 100.0 100.0 100,0 100.0 a a 059 <br /> „o <br /> 40.0 100.0 100.0 100.0 100.0 10D.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 MULLION "t¢o z s 2 S <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 Ec ti CO CL o o `" <br /> 44.0 100.0 100.4 100.0 100.0 100.Q 100.0 100.0 100.4 100.0 100.0 100,0 10Q.0 100.0 100.0 100.0 100.0 100.0 100.0 a cw¢c� 5 a ; <br /> 46.0 100.0 100.0 100.0 100.0 -100.0 100.0 100.0 100.0 100A 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100,0 $ - <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 N1 ^r°py o <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 i 100.0 100.0 100.0 100.Q 100.0 140A 100.0 100.0 100.0 1DO.Q 100.0 100.0 100.0 100.0 100.0 100.Q 100.0 100.0 =W <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 FIn 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 <br /> 60.0 100.0 1 100.0 100.0 100.0 100.0 100.0 1100,0 100.0 100.0 1 100.0 99.1 96.5 1 94.2 1 92.3 90.7 89.3 88.2 87.3 5TH FBC EDITION A6 10/17 <br /> 62.0 100.13 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.5 94.5 91.9 89.6 1 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 1DD.0 10D.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 75.3 74.2 <br /> 6&0 100.0 100.0 100.0 100.0 100.0 100.0 97.1 92.8 89.0 85.8 82.9 86.4 78.2 76.3 74.6 73.1 71.8 70.7 <br /> ANO MAY HOT RUUCT ACTUAL CONDMONf FOR AS-1 <br /> 70.0 100.0 100.0 100.0 100.0 100.0 98.4 93.6 69.3 85.7 82.5 79.7 77.2 75.0 73.1 71.4 69.9 68.6 67.5 SMIFSRECONOITIDNSUUSEINSTAEIAT10NT00EV4TE <br /> P0.0MTHE ORABII-Ea OfTMIEINEREIN•AIINNSEO <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 " ENGINEER ORMW fCTSNALLPRFPARESITE SPEONC <br /> 74.0 l OQA 100.0 1D0.0 100.0 97.3 91.9 87.2 83.2 79.7 76.6 73.9 71.5 fi9.3 67.5 65.8 64.3 63.0 61.8 °0 0M N SFORU EXRR T"°°°OMENT. <br /> tttttittiltttlt�' <br /> % i�fl <br /> TABLE NOTES: '� <br /> QUALIFIED ANCHOR CLIPS. =� ' �..5 C) <br /> 1. SEE;SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 FOR TYPICAL INSTALLATION METHODS _* N .7 7 <br /> &CLIP DETAILS. S fl S A OF +x <br /> 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. �C) O <br /> 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. <br /> 4. SEE'SHEET 3 FOR SPECIFIC BRACKET DIMENSIONS. <br /> S. ANCHOR REQUIREMENTS: + rJNElRtia4+d.ua�htbE�, <br /> I FLORIDA-=ZP.E.N.7D71e <br /> •WOOD:#12 WOOD SCREWS <br /> DURDINO DRDP4 RIc <br /> •CMU:1/4"ITW TAPCON ace c RIA B ACH.FL M au <br /> DANU BEANO. <br /> PEPS CfAL OF AUENNtlMAT1OF!Na 2Dele <br /> •CONCRETE-1/4"ITW TAPCON MULLION ANCHOR BRACKET 50-2722(PART#230297) FL#: <br /> •METAL:#12 SELF-DRILLING SCREWS(GRADE 5) ALUMINUM(6063-T6) F L6Q67 <br /> 6. INSTALLATION SUBSTRATES: FOR WOOD SCREW OR MULLION TO MULLION ANCHORING <br /> I •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 0.75". DATE: 10.06.17 <br /> WOOD SHALL BE MIN,S.G.=0.55. BY: <br /> •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1"&EDGE DISTANCE OF 2". 0.10^ 1^T' 1u AG H FN <br /> HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. O O SCALE: NTS <br /> •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2". °'aTs^ <br /> DWG. SWD014 <br /> CONCRETE SHALL BE MIN.4000 PSI. SHEET <br /> I •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE. 1 -1 Lor I- MULLION ANCHOR BRACKET 50-2722(PART#230297) OF 10 <br /> STEEL SHALL BE MIN.18 GA.(0.045"THICK)33 KSI YIELD &ALUMINUM SHALL BE MIN.0.1" 2723 ALUMINUM(6063-T6). <br /> i <br /> THICK ALUMINUM 6063-T6.WITH MIN.EDGE DISTANCE OF 1"FOR BOTH ALUM.AND STEEL. PART#230295 FOR CONCRETE ANCHORING <br /> E <br /> i • <br />