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MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSF):STRUCTURAL MULLIONS(TWO-WAY) Silver Line <br /> rMgow.INder3eri <br /> ft <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.D 100.0 100.0 100.0 10D.0 100.0 100.0 100.0 100.0 100.0 100.0 10D.0 100.0 100.0 100.0 100.0 <br /> 25.0 10D.0 100.0 100.0 1D0.0 100.0 100.0 100.0 100.0 1D0.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 .100.0 ONERUNS ICK DRIVE <br /> NOON 01ILVERUNE N103907 <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.D 100.0 100.0 vH:eoo 23a a2211 <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.D 100.0 99.0 <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 z m o <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 <br /> 36.0 100.0 100.0 100.0 1D0.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 10D.0 97.5 93.2 89.3 85.8 82.5 N m d o m 5 e <br /> 0 <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 v r m m y r <br /> 40.0 100.0 100.0 10D.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1 DD.0 96.5 91.9 87.7 83.9 BOA 77.2 74.2 MULLION e <br /> 42.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 10D.0 96.7 91.9• 87.5 83.5 79.9 76.6 73.5 70.7 �-` w Q ° m m a'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 m g o o$$ <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 r, o ; <br /> 48.0 100.0 100.0 100.0 1 DD.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 w "CO m <br /> 50.0 100.0 100.0 100.0 100.D 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 i w Z) "' o <br /> 52.0 100.0 100.0 100.0 100.0 100.0 100.0 99.D 92.8 87.3 82.6 78.1 74.2 70.7 67.5 64.5 61.8 59.4 57.1 � <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 /> w1 <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 66.6 62.6 59.9 57.4 55.1 53.0 i <br /> 58.0 100.0 100.0 100.0 100.0 100.0 95.1 8B.7 83.2 78.3 73.9 70.0 66.5 63.4 60.5 57.9 55.4 53.2 51.2 I I I 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 51.5 49,5 I-w1-I�W2-I 6TH ARKFBC EDITION AG DATE <br /> 62.0 100.0 100.0 100.D 10D.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 49.8 47.9 <br /> 10/17 <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 48.2 46.4 TWO-WAY MULLION DIAGRAMS <br /> 66.0 100.0 100.0L <br /> 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 45.9 44.1 42.4 <br /> 72.0 100.0 100.0 B9.3 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 NGT'COISGOu[f0 UIOIG D1 1S,I.C.W NoOUT W PITiEx[GxfF"T OF GUIfOwG GnONf,w <br /> 74.0 100.0 100.0 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 w + .111GTIONT.IS 00C0Nf,HIGN"GNiwG,OHTTIO 11 <br /> TRIBUTARY WIDTH=- - cs TO rHlsoommfxrenFnorvfuxunfo Axo <br /> 11 <br /> TABLE NOTES: I��•``` S F. Tw0Ar`7',� <br /> 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS S FOR TYPICAL INSTALLATION METHODS 2 : �. <br /> &CLIP DETAILS. QUALIFIED ANCHOR CLIPS -* �I . 7�.• p <br /> 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. _ � T T F o <br /> 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. <br /> 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. �;p�•.• ( P,•'\�<u` <br /> 5. ANCHOR REQUIREMENTS: + '��SSrONG�`�` <br /> •WOOD:H12 WOOD SCREWS r1A1111111111i�`L <br /> •CMU:3/16"ITW TAPCONS "f<EOoomA`v.Lno"ii'I. <br /> •CONCRETE:3/16"ITW TAPCONS + 3Fa e OANIA eE°ACIF"eLw/ne <br /> UANIA BFACH FL <br /> z,. <br /> IS 'METAL:12-14 SELF-DRILLING SCREWS(GRADE 5) MULLION ANCHOR BRACKET 2722 E OERT.Or AUTHORQATION-20578 <br /> 6. INSTALLATION SUBSTRATES: ALUMINUM(6063-T6) FL It: <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 DATE: 10.06.17 <br /> 2-1/211.HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. 2.47o•3.2sO• DWG.E cHK.BY: <br /> •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2". 0.200 4- 4- <br /> AG H FN <br /> CONCRETE SHALL BE MIN.4000 PSI. 0'375• SCALE: NTS <br /> .METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE. DWG.a: SW D014 <br /> STEEL SHALL BE MIN.18 GA.(0.04511 THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8H THICK T­� 2.00o• SHEET <br /> ALUMINUM 6063-T5. MULLION ANCHOR BRACKET 50-2722 <br /> 2723 ALUMINUM(6063-T6) 0 OF 10 <br /> FOR CONCRETE ANCHORING <br />