Laserfiche WebLink
MULLION <br /> DESIGN PRESSURE UMITS FOR MUWON:1"x4"-ONE-WAYMULUONS 1.000" <br /> MULLION- <br /> SPAN I! TRIBUTARY WIDTH'W'(IN.) I <br /> (IN.) 18 1 24 30 36 1 42 48 53.1251 54 60 <br /> 24 200.0 1 200.0 200.0 200.0 1 2WD 200.0 200.0 1 200.0 200.0 <br /> 36 200.0 200.0 200.0 M20-O.0 <br /> 200.0 200.0 200.0 200.0 200.0 0.250" <br /> 48 200.0 zoo.o zoo.o 2oD.o 200.0 200.0 200.0 200.0 <br /> 60 200.0 200.0 200.0 2 00.0 200.0 2-0 200.0 200.072 200.0 200.0 200.0 161.6 14T9 139.7 138.6 132.6 4.000"84 200.0 159.9 130.4 98.0 98.5 82.5 81.7 76.7 ONE-WAY MULLION DIAGRAMS <br /> 96 140.1 106.3 86.3 64.1 57.4 53.1 5258108 98.1 74.2 60.1 44.3 39.5 36.3 35.9 33.1 <br /> DESIGN PRESSURE U MITS FOR MULLION:1"x 4"-TWO-WAY MULLIONS r- <br /> SPAN'L' TRIBUTARY WIDTH'W'(IN.) 0 250" MULLION <br /> (I N.) 18 24 30 36 42 48 53.125 S4 60 MULLION <br /> 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 1"X 4" MULLION J <br /> 36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 198.5 ALUMINUM 6005-T5 <br /> 48 200.0 200.0 200.0 2D0.0 200.0 186.1 168.1 165.4 148.8 <br /> 60 200.0 200.0 200.0 198.5 170.1 148.8 134.5 132.3 119.1 <br /> 72 200.0 200.0 196.6 263.8 140.4 122.9 111.0 109.2 98.3 W 1+W2 <br /> 84 200.0 154.7 123.8 103.2 88.4 77.4 69.9 68.8 61.9 TRIBUTARYWIDTH= 2 <br /> 111 Ell <br /> 96 138.2 103.7 82.9 69.1 59.2 51.8 46.8 <br /> 108 97.1 72.8 58.2 48.5 41.6 36.4 32.9 32.4 29.1 <br /> TWO-WAY MULLION DIAGRAMS <br /> TABLE NOTES: <br /> 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS&CUP DETAILS. <br /> 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS ANDSPANS IS ALLOWED. <br /> 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. <br /> 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. <br /> S. ANCHOR REQUIREMENTS: <br /> •WOOD:#14 WOOD SCREWS <br /> -CMU:1/4"ITW TAPCONS <br /> •CONCRETE:1/4"ITW TAPCONS <br /> QUALIFIED ANCHOR CLIPS 6 •METAL:1/4"SELF-DRILLING SCREWS(GRADES) <br /> . INSTALLATION SUBSTRATES: <br /> •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD SHALL BE MIN.S.G.0.55. <br /> •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL <br /> BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. <br /> 0 0 0 0 •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE <br /> 0 0 0 0 MIN.4000 PSI. <br /> •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METALSTRUCTURE.STEEL SHALL BE MIN. <br /> 18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-T5. <br /> 0 0 0 0 <br /> 0 0 0 0 <br /> " 11 IE `S�YY�S F. O'''7�i REVISIONS `� EASiFAN AusNnEclurk srsiEws <br /> 2 X 4 X 3 3/8 L-CLIP 81/4" X 3 3/8" H-CLIP `�¢�• .F '; ® Er'iPSt4'f'lD """�'"s <br /> •• ': n.-urn•H ur nNo 163E1 WM611CRVF. <br /> ALUMINUM 6063-T6 1 ErnrcEns,Eunsv <br /> -MUST BE USED IN PAIRS ALUMINUM 6063-T6 = Z /7 �:•O Irtlr= ,�,-:%'^•^^"'"'"F"^"^^'v"•�"" ansDlzlao <br /> HVHZ CLIPPED ALUMINUM TUBE MULLIONS <br /> VERTICAL AND HORIZONTAL CONFIGURATIONS <br /> p= Tp? J ry 1"x4"MULLION <br /> O'•n'(p'R(gP;' �U� wtE DRavm sr. a+FO sr: <br /> NOTE:SEE SHEET 3 FOR SPECIFIC CLIP '�` <br /> �<S,•• Cj\; 02 05 13 TJH RUIIEUN Fll ING <br /> TYPES AND DIMENSIONS. � r1 ♦ DRnwwDNo: scuE: ' <br /> � FlIFE EE nON NTE OF <br /> 5P.�. � PA-0003 N.T.S. ;��i •ulxoxwnoxxo.x5ne <br /> aes E.IST D �ddjj11gq.RR% m 3se T.IMUiH 3I 4O.Y95)S DESCR�NDN1­2 8 OF 11 <br />