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i <br /> } MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSF) STRUCTURAL MULLIONS(TWO WAY) <br /> Silver Line <br /> 9 L-Length <br /> (i W-Tributary Width(in) - .ENoo»s•Doo,:- <br /> Length(In) qg.0 20.p 22.0 24.0 260 A30.0.0 32.0 34.0 360 38p 400 d20 4046p05p.0 52.p AmEaICANCRAE2swANwiNDaws <br /> 24.0 100.0 100.0 100,0 100.0 100.0 0.0 100.0 100.0 100.0 WS <br /> 100,0 100.p 100A -100.0 100.0 100.4 100.0 100,0 PLYWINWI SANDSILVER LINE WINDDWS ANp pODflS <br /> 26.0 16p.0 100.0 100.p 100.0 100.p 0.p 100.0 100.0 i000 100.0 1000 1000 100,0 10Q0 100.0 100.0 100M74,2 <br /> 0 ONESILVERUNEDRIVE <br /> 28.0 1000 100.0 10" 100.0 100.0 0.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100,0 100.0 100.0 NoflrNBISW ICK,NJ 08902 <br /> 32.0 100.0 i00.0 100.0 100.0 100.0 0.0 100.0 100.0 10p.0 1 00.0 100.0 100.0 100.0 100,0 100.0 100.0ax:ts0ot:2a<zza <br /> 32.0 100.0 10p,0 100.0 100A 100.0 .0 100.0 100.0 100.0 100.0 100.0 1p0.0 100.0 100.p 100A 96.5 ci <br /> 34.0 100.0 100.0 100.0 100.0 100.0 0.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.7 94.6 90.8 z <br /> 36.0 100.0 1000 100.0 100.0 100.0 0.0 100.0 1OO'U 100.0 100.0 100.p 100.0 '97.5 93.2 89.3 85.8 on j a Q e <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 <br /> 40.0 106.0 100.0 100.0 100.0 ip0.0 100,0 100.0 100.0 100,0 100.0. 100.0 96.5 91.9 87,7 83.9 80.4 77.2 'o� o a 33 $E <br /> 42.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100,0 100.0 100.0 96.7 91.9 87.5 83.5 79.9 76.6 73.5 70.7 m tj o <br /> 44.0 10pA 100.0 100.0 100.0 i00A 100.0 100.p 100.0 1p0.0 97.5 92,3 87.7 83.5 79.7 76.3 73.1 70.2 67.5 �-L-) Q J z CT Hug <br /> g€ <br /> Lttimno oa9 <br /> 48.0 100.0 100.0 100.0 100.0 100.0 100,0 100.0 100.0 9_8 7 93.2 88.3 83.9 79.9 76.3 73.0 69.9 67.1 64.5 MULUON Wz6 MULLION �4 Q Q Z� � s 50.0 100.0 100.0 100.0 100.0 iDp,O 100.0 100.0 i00.0 94.6 89.3 84,6 80,4 76.6 73.1 69.9 67.0 64,3 61,8 '0.CC m m m <br /> 52.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.5 90-B 85.8 81.2 77:2 73.5 70.2 67.1 6-4 61.7 59,4 ! <br /> 52.0 100.0 100.0 100.p 100.0 i00.0 100.0 99.0 92.8 .87.3 82.5 78.1 74.2 70.7 67.5 64.5 61.8 59.4 57.1 L N n <br /> 54.0 100.0 100.0 100.0 100.0 100.0 100A 95.3 89.3 84.1 79.4 75.2 71.5 68.1 65.0 62.1 59.6 57.2 55.0 <br /> 56.0 100.0 100,0 100,0 100.0 100.0 98.4 91.9 86.1 81.1 76.6 72.5 68.9 65.6 62.6 59.9 57.4 55.1 53.0 w1 �a w <br /> 58.0 100.0 100.p 100.0 104.0 100.0 95.1 88.7 83.2 78.3 73.9 70.0 66.5 63.4 60.5 57.9 55.4 53,2 51.2 -L ~� <br /> 62.0 100.0 100.0 100.0 100.0 9%0 91.9 85.8 80.4 75.7 71.5 67.7 64.3 61.3 58.5 55.9 53.6 51.5 49.5 II REMARKS BY DATE <br /> 62.0 100.0 i0p.0 100.0 100,0 95.8 88.9 83.0 77.8 73.2 69.2 65.5 62,2 59.3 56,6 54.1 51.9 49.8 47,9 t wi-��w2- 6TH FBCEDiTtoN AG 1OJ17 <br /> 66.0 100.0 100,0 100.0 100.0 90.0 86.1 80.4 75.4 70.9 67.0 63,5 60.3 57.4 54,8 52.4 50.3 48.2 M42.4 <br /> TWO-WAY MULLION DIAGRAMS <br /> 68.0 100.0 100.0 100.0 97.5 90.0 83.5 78.0 73.1 68.8 65.0 61.6 58.5 55.7 53.2 50.8 48.7 46.8 <br /> 68.0 100.0 10p.0 100:0 94.6 87.3 61.1 75.7 70.9 66.8 63.1 59.7 56.8 54A 51.6 49.4 47.3 45.4 <br /> 70.0 100.p 100.0 100.0 91.9 84.$ 78.8 73.5 68.9 64.9 61.3 58.0 55.1 52.5 50.1 47.9 45.9 44.1 72.0 100.0 100.0 97.5 $93 825 76.6 715 67.0 63.1 59.6 56,A 53.6 5261_0 40.1 466 44.7 42.9 ANtl MYNpTPEE4 RA[UA[C4ND"14mw wcmm <br /> ASPFCD�SRTE 4pNp1T4NSUwsE 11%_.TIpNTO0 1p00 1000 94$ 869 80.2 74.5 695 65.2 61.4 57.9 54.9 52.2 49.7 47.441.7 Wi+w 4"TREREpu*eMEN:Dnu+FDRenER.AFICENsm <br /> TRIBUTARY WIDTR=-�--� NDINFFR pR AP[lIITERSNA4PREPPRE SIiE SPEUfIt <br /> O[DMENTS 4T USE WRN 04[T spl. <br /> TABLE NOTES: 4 ,`��ttt xJr�lf.' <br /> 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 FOR TYPICAL INSTALLATION METHODS �' <br /> &CLIP,DETAILS, <br /> QUALIFIED ANCHt)R CLIPS `* ,'N'., <br /> 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. b S A OF tr <br /> 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. <br /> 4. SEE SHEET 3 FOR SPECIFIC BRACKET DIMENSIONS. <br /> 0 tOP:' <v: <br /> S. ANCHOR REQUIREMENTS: <br /> •WOOD:#12WOOD SCREWS <br /> NERlEB E.NOflk�4 P.E CMU:1/4"ITW TAPCON E1paDA P.E NR mz° <br /> 9UR7}IN DROP9,Dip <br /> •CONCRETE:1/4"ITW TAPCON J8°o D AAEEa°rt�a abt 3° <br /> •METAL:#12 SELF-DRILLING SCREWS(GRADE S) MULLION ANCHOR BRACKET 50-2722(PART#230297) F°PE Ctl"oP AD xnOZA"°"Nw zeer° <br /> 6. .INSTALLATION SUBSTRATES: ALUMINUM(6063-76) FL#: <br /> WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/211&EDGE DISTANCE OF 0.75". � 2.nD FOR WOOD SCREW OR MULLION TO MULLION ANCHORING F L6067 <br /> WOOD SHALL BE MIN:S.G.=0.55. DATE: 10.06.17 <br /> HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1"&EDGE DISTANCE OF 2". p.20 DWG.BY: C K <br /> HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. 207 282' -� 0 -� 0 A HFN <br /> CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2". SCALE: NTS <br /> 0.250' <br /> CONCRETE SHALL BE MIN.4000 PSI. <br /> •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE. 2.00^ _ DWG.#: SWD014 <br /> EEL SHALL BE MIN.18 GA.(0.045"THICK)33 KSI YIELD &ALUMINUM SHALL BE MIN.0.1" SNEET <br /> ST MULLION ANCHOR BRACKET50-2722(PART THICK ALUMINUM 6063-T6.WITH MIN.EDGE DISTANCE OF 1"FOR BOTH ALUM.AND STEEL. (7 <br /> ALUMINUM(6063-T6) 0 OF 10 <br /> 2724 A <br /> FOR CONCRETE ANCHORING <br />