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Silver Line <br /> MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSF):STRUCTURAL MULLIONS(TWO-WAY) wTN obws.00 DA• <br /> u W-Tributary Width In <br /> Len th 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 AMERI[LY GEM <br /> WINDOWS <br /> PLY GEM WINDOWS <br /> 24.0 00. 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 SILVER LINE WINDOWS AND DOORS <br /> 26.0 00. 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 ONESILVERUNEDRNE <br /> NORTH BRUN9WICK,N108901 <br /> 28.0 00. 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 PH:IeoO)T3N.azle <br /> 30.0 00. 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 1 100.0 1 99.0 1 v <br /> 32.0 00. 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 <br /> nxz Lim <br /> 34.0 00. 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 ^I z a E <br /> 36.0 00. 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.5 93.2 89.3 85.8 82.5 CRT�`-I - �§ e 1 <br /> 38.0 00. 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 °= o'6% <br /> " F 0'4 $- <br /> 40.0 00. 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.5 91.9 87.7 83.9 80.4 77.2 74.2 m o g oJi <br /> - 42 0 00: 100:0 100:0 100:0 100:0 100:0 100:0 100:0 100:0 -100:0 -96.7--91:9-_L_--83.5---79.9--76.6__73.5__Z0.7_- _-__ _ _ --_ __-__ -'b <br /> L- Z-o�Qg -m--- <br /> 44.0 00. 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 �- <br /> 46.0 D0. 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 `¢¢ ZI ; <br /> MULLION wx C <br /> 48.0 00. 100.0 100.0 100.0 100.0 100.0 100.0 100.0 94.6 89.3 84.6 . 80.4 76.6 73.1 69.9 67.0 64.3 61.8 N m DO <br /> 50.0 00. 100.0 100.0 100.0 100.0 100.0 100.0 96.5 90.8 85.8 81.2 77.2 73.5 70.2 67.1 64.3 61.7 59.4 <br /> 52.0 00. 100.0 100.0 100.0 100.0 100.0 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 Nn N N <br /> 54.0 00. 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 WLw H ¢ <a <br /> 56.0 00. 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 o <br /> 58.0 00. 100.0 100.0 100.0 100.0 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 <br /> 60.0 00. 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 41.5 I REMARKS BY DATE <br /> 62.0 00. 100.0 100.0 100.0 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 I-Wl-��WT 6TH F8C EDITION AG to/iT <br /> 64.0 roo.q 100.0 1100.0 1 100.D_j 92.8 1 86.1 1 80.4 I 75.4 70.9 1 67.0 1 63.5 1 60.3 1 57.4 54.8 52.4 50.3 48.2 46.4 <br /> 66.0 00. 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 46.4 45.0 TWO-WAY MULLION DIAGRAMS <br /> 68.0 00. 100.0 100.0 94.6 87.3 81.1 75.7 70.9 66.8 63.1 59.7 56.8 64.1 51.6 49.4 47.3 45.4 43.7 <br /> 70.0 00. 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 /> THE INS <br /> 72.0 00. 100.0 97.5 89.3 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 ANDMAYNOEREEITCTA NALCONDIUATIONI"DENTTIONS FORA CITI <br /> ERE li EDE[DNDITIDNE UUSF INSTADATIDNTD DFVIATF <br /> 74.0 00. 100.0 94.8 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 TRIBUTARY WIDTH=W+W ENGINEFRONITHER OR ARC ENCT TS DIETAIUD NIFEIN•A UCENECD <br /> Z DOCUMENTS fOR UEE WRNTHIE D-INTECITIC <br /> \\\%%I III��' <br /> TABLE NOTES: E.`� <br /> QUALIFIED ANCHOR CLIPS <br /> 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 FOR TYPICAL INSTALLATION METHODS * N .7 7 <br /> &CLIP DETAILS. ' <br /> 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. = b 5 A OF <br /> )3 <br /> 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. �� O 10, <br /> 4. SEE SHEET 3 FOR SPECIFIC BRACKET DIMENSIONS. <br /> 5. ANCHOR REQUIREMENTS: 0� <br /> •WOOD:412 WOOD SCREWS "nom`4o/rb.� i»e <br /> BUILDING DROPS,INC <br /> •CMU:1/4"ITW TAPCON ao•E NIA R ACH, BLw./DSe <br /> •CONCRETE:1/4"ITW TAPCON ( ) DANIA BEAEDE EL vDw <br /> MULLION ANCHOR BRACKET 50-2722 PART#230297 F19PE CUT.w AUTHDTNtATION NI.mne <br /> •METAL:#12 SELF-DRILLING SCREWS(GRADE 5) ALUMINUM(6063-T6) FL 4: <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"• DATE: 10.06.17 <br /> WOOD SHALL BE MIN.S.G.=0.55. -0.Lo - 3.ZS• 4.00 <br /> DWG.BY: CHI.BY: <br /> •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1"&EDGE DISTANCE OF 2". <br /> O AG HFN <br /> HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. O <br /> °•315" SCALE: NTS <br /> •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2". <br /> CONCRETE SHALL BE MIN.4000 PSI. DWG•b: SWD014 <br /> •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE. T 1.00• I- MULLION ANCHOR BRACKET 50-2722(PART#230297) SHEET <br /> STEEL SHALL BE MIN.18 GA.(0.04511 THICK)33 KSI YIELD &ALUMINUM SHALL BE MIN.0.1" 2728 ALUMINUM(6063-T6) O OF 10 <br /> THICK ALUMINUM 6063-T6.WITH MIN.EDGE DISTANCE OF 1"FOR BOTH ALUM.AND STEEL. PART#230296 FOR CONCRETE ANCHORING <br />