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t MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSF):STRUCTURAL MULLIONS(ONE-WAY) <br /> i L-til W-Tributary.Width{in} �Silver Line <br /> 3 Lengthh((in) 18.0 20.0 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 wENovwF.000a:- <br /> 24.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100A 100.0 100.0 100.0 100.0 100.0 100,Q 100.0 1DD.0 100.0 AMERICAN CRAFTSMAN WINDOWS <br /> PLY GEM WINDOWS <br /> 26.0 100.0 100.0 100.0 100,0 100.0 100.0 100.0 104.0 100.0 100.0 100.0 1000 900.0 100.0 1D0.0 100.0 100.0 104.0 SILVER UNEWINDOWS AND DOORS <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 ONE SILVERUNE DRIVE <br /> NORTH BRUNSWICR,NJ 08902 <br /> 0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 900.0 100.0 1 00.0 100.0 100.0 100.0 PH:mao)2344229 <br /> 32.0 100.0 1000 100.0 104.0 100.0 1040 10D.0 100.0 100.0 144.0 100.D 1D4.0 100.0 100.0 100,0 100.0 104.4 100.0 `r N <br /> U m 4.0 100.0 900.0 100.0 100.0 100.0 100.0 10.0 100.0 100.0 100.0 100.0 100.0 10p.0 100.0 100.0 100.0 100 0 100.0 ^v p ?n E <br /> 36.0 100.0 100.0 100.0 100.0 100.0I 100.0 1000.0 1Q0.0 100.0 100.0 100 0.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 n-y a „ <br /> 38.0 90Q.0 100.0 100.0 100.0 100.0 100.0 100.0 140.0 100.0 1QOA 100.0 100A 1D0.0 10Q.0 100.0 104.0 144.0 104.0 MuutoN o'g a 0�� s 40.0 100.0 100.E 1D0.0 104.0 100.D 100.0 100.0 100.0 900.0 100.0 1D0.0 1p0.0 100.0 100.0' 100.0 100.0 100.0 140.0 i- L-i "'i o �¢ 0�5 <br /> 42.0 100.0 100.0 I- 100.0 100.0 100.0' 100.0 100.0 100.0 100.0 100.0 100.0 10p.0 100.0 100.0 100.0 100.0 100.0 N w¢Z z 3 i 44.0 12 <br /> 1QD.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1Q0.0 100.0 100.0 100.0 100.0 100.0 100.0 MULLION Q�m CL g o w o <br /> 46.0 100.0 100.0 100,0 100A 100.0 100.0 100.0 100.0 100.0 140,0 100.0 104.0 100.0 100.0 100.0 100.0 100.0 100.0 L May�-� m m ; <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 ^DD� � <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 w2 H a 52.0 100.4 1DO.0 1D0.0 104.0 900.0 100.0 10D.0 10Q.0 100.Q 100.D 140.0 100.0 100.4 100.0 100.E 1DD.0 100.0 1QOA A E <br /> �w2-'�wz-� w <br /> $4.0 106.0 104.0 100.0 900.0 100.0 100.0 100.0 100.0 100.0 100.0 900.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1 �� y a <br /> 56.0 100.0 100.0 104.0 100.p 100.0 100.0 1p0.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.6 99.0 REMARKS BY dDATE58.0100.0100'0100.0100A -100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.3 97.5 959 94.6 93.6 92.8 ONE-WAY MULLION DIAGRAMS STH FBC EDITION AG 62.0100.0100.0 100.0 100,0 100.0 100.0 100.0 100.0 100.0 100.0 99.1 96.5 94.2 92.3 90.7 89.3 88.2 87.3 <br /> 62.0 100.0 100.b 10p.0 100,0100.0 100.0 100.0 100.0 100,0 97.5 94.5 91.9 89.6 87.7 86.0 84.6 83.4 82.5 <br /> 64.0100.0 100.0 100.0 100.0 00.0' 00.0 100.0 0-0.0 96.6 93.2 90.3 877 85.5 83.5 81,8 80A 79.2 78.1 <br /> 66.0 1000 1000 1000 100.0 100.0 10001000 965 927 893 86.4 83.9 81.7 79.7 7&0 76.6 75.3 74.2 <br /> 680 000 1000 1000 1000 100.0 1000 971 928 89,0 85.8 82.9 80.4 78.2 76.3 74.6 73.1 71.8 70.7 AND MAY NOT REFLECT AC LWNORIONS FOSITE.IF SITE CONDITIONS"USE INSTA-TIONiROMTHE PEQUIRFMENTS DETAILED HEREIN, <br /> 0 100.0 100.0 100.0 100.0 '100.0 98.4 93.6 89.3 85.7 82.5 79.7 77.2 75.0 73.1 71.4 69.9 68.6 67.5 FR1RRO <br /> TEfl ORMCNENTS DILLIED HEREIN,SPECINC <br /> 72.0 100.4 100.0 100.0 140.0 104.0 95.1. 94.3 86.1 82.5 79.4 76.6 74.2 72.1 70.2 68.5 67.0 65.7 64.5 OONMEN SP°"D EWDH HRH V ENT. <br /> 74.0 T 1-0-0-07100.0 100.0. 100.0 97.3 91.9 87.2 1 83.2 79,7 76.6 73.9 1 7 1.5 j69.3 67.5 65.8 64.3 63.0 61.8 ,��L2ttitr+rrri7s <br /> TABLE NOTES: <br /> 1. " SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 FOR TYPICAL INSTALLATION METHODS QUALIFIED ANCHOR CLIPS �� • N\ 7 <br /> &CLIP DETAILS. <br /> 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 0 A OF �Y 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. Z -A <br /> 4. SEE SHEET 3 FOR SPECIFIC BRACKET DIMENSIONS. h 0 IDP:' tuw- <br /> 5. ANCHOR REQUIREMENTS: 0�i��Ss O U��G``���� <br /> •WOOD:#12 WOOD SCREWS xmEf�re AL 1 <br /> fff�E+CMU:1/4".ITW TAPCON FLORIDA P. ND 7m8 <br /> BUILDING DROPS INC <br /> +CONCRETE:1/4"ITW TAPCON »e F DANIA BEACH BLW.#3M <br /> DAHIA eEACf1 FIL <br /> METAL:#12 SELF-DRILLING SCREWS{GRADES} sm4 <br /> MULLION ANCHOR BRACKET 50-2722(PART#230297) FRPE CENT.OF AUTHOIO2AIM xa 2M B <br /> • -1] ALUMINUM(6063-T6) FLn: <br /> 6. INSTALLATION SUBSTRATES: FOR WOOD SCREW OR MULLION TO MULLION ANCHORING F L6067 <br /> •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 0.75". <br /> WOOD SHALL BE MIN,S.G:0.55. a.oD° DATE: 10.0�1.17 <br /> •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1"&EDGE DISTANCE OF 2". D.LD - <br /> o =+ o DWGAG cHKHFN <br /> HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. <br /> •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2". 0375' SCALE: NT$ <br /> CONCRETE SHALL BE MIN.4000 PSI. DWG•#: SWD014 <br /> +METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE. SHEET <br /> STEEL SHALL BE MIN.18 GA.(0.445"THICK)33 KSI YIELD &ALUMINUM SHALL 8E MIN.D.1" 272$ MULLION ANCHOR BRACKET (PART#230297) <br /> THICK ALUMINUM 6063-T6.WITH MIN,EDGE DISTANCE OF 1"FOR BOTH ALUM.AND STEEL. PART#230296 ALUMINUM(6063-T6) OF 10 <br /> FqR CONCRETE ANCHORING <br /> i <br /> i <br />