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DESIGN PRESSUREUMITS FOR MULLION:1"x3-1/8" LIGHT-ONE-WAY MULLIONS I 1.000" MULLION MULLION SPAN'L' TRIBUTARY WIDTH'W'(IN.) (IN.) 18 24 30 36 42 48 53.125 54 60 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0 200.0 200.0 200.0 200.0 2..0 200.0 200.0 0.125" 48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 3.125" 60 200.0 200.0 181.0 158.0 143.3 134.3 129.8 129.3 127.6 72 161.6 123.7 301.5 87.3 77.7 71.1 67.2 66.7 63.8 84 101.0 76.9 62.7 53.5 47.1 42.6 39.7 39.3 36.9 96 67.4 51.1 41.5 35.2 30.8 27.6 25. 225.2 15.9 ONE-WAY MULLION DIAGRAMS 108 47.2 35.7 28.9 24.4 21.3 19.0 17.5 17.2 35.9 0.375" DESIGN PRESSURE LIMITS FOR MULLION:1"x3-7/B"(LIGHT)-TWO-WAYMUWONS V X 3-1/1 (LIGHT) MULLION SPAN'L' TRIBUTARY WIDTH'W(IN.) ALUMINUM 6005-TS MULLION (IN.) 18 24 30 36 42 48 53.125 54 fi0 MULLION 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0 200.0 200.0 191.4 167.5 151.3 148.9 134.0 48 200.0 200.0 200.0 167.5 143.6 125.6 113.5 111.7 100.5 60 200.0 200.0 160.8 134.0 114.9 100.5 90.8 89.3 80.4 W 1+W2 72 157.6 118.2 94.5 78.8 67.5 59.1 53.4 52.5 47.3 TRIBUTARY WIDTH= 2 84 99.2 74.4 59.5 49.6 42.5 37.2 33.6 33.1 29.8 96 66.5 49.9 39.9 33.2 28.5 24.9 22.5 22.2 19.9 308 46.7 35.0 28.0 L.3 20.0 17.5 15.8 15.6 14.0 ^ TWO-WAY MULLION DIAGRAMS TABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS&CUP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS ISALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CUP DIMENSIONS. QUALIFIED ANCHOR CLIPS S. ANCHOR REQUIREMENTS: •WOOD:N34 WOOD SCREWS •CMU:1/4"ITW TAPCONS •CONCRETE:1/4"TTW TAPCONS •METAL:1/4"SELF-DRILLING SCREWS(GRADE 5) 0 0 0 6. INSTALLATION SUBSTRATES: •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD SHALL BE MIN.S.G:0.55. o •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL 0 o O o BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. 0 •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE 2"X 5"X 21/4" L-CLIP MIN.40DO PSI. 21/4" U-CLIP •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN. ALUMINUM 6063-T6 18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-T5. ALUMINUM 6005-TS "MUST BE USED IN PAIRS U-CLIP FOR USE ONLY IN MULLION-TO-MULLION CONNECTIONS \,% F ' REVISIONS fwsrfn"""c""ec,wwsYs,Era ESQ Eastern ADMB,DN°f O O O `\�2\` ••jI� FpSTERN MET�15YP0.Y l �\�.L��f}�VIJ[ 163a1 OOM6lICNVE r�� •Ai.'«+uM w.io�ww�«a o'<i�.Y.ro FTMYE0.5,i13391I an�a,a,sB NOTE:SEE SHEET 3 FOR SPECIFIC CLIP o 0 0 _* f�f * - mom. HVHZ CLIPPED ALUMINUM TUBE MULLIONS TYPES AND DIMENSIONS. _ -0 T/lT.� _ VERTICALAND HORIZONTAL CONFIGURATIONS 7U+ 1"x318"LIGHT MULLION 1015/32"X 21/4n H-CLIP ?o�= p� P; �� ; a,E DN�YmBY: PPEPN E9 BY: ALUMINUM 6063-T6 �i�COSY•••••• ••.. G�\� 02 OS 13 T1H onnwma uu BO BUIMND DPs.INC IN,f�aE 6��\\ - i iBPE[FAIIFlGTEOf �.y per [!�]yT7v1• PA-0003 N.T.S.( ,y, nulNoaegnoNxD.ass1B ]90 MT O�h P +N®B..S1E 3JB s,B:Ef: REU: FBPE fFAT A AUMO M 33 W o.aasTe °ATE DEs�PAOH N 6 OF 11 E`r