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I <br /> I <br /> I . y <br /> 4 MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSF):STRUCTURAL MULLIONS(TWO-WAY) SI[V@C Line <br /> ............ <br /> Li <br /> u W-Tributary Width in <br /> 3 AMEflICAN CRAFTSMAN WINDOWS <br /> 18.0 20.0 22.0 24.0 26.0 PLYGEMWINOOWSLength in 24.0 oo,c 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.D 100.0 '100A 100.D Iou 100.0 100.0 10D.0 100.0 100.0 100.0 100.0 100.0 100,0 100,0 100.0 100.0 ONEStLVERUNEDFINE <br /> 28.0 00A 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 NORTH BRUNSWICK,NJ 08902 <br /> PH:(80012344228 <br /> 30.0 00A 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 99,0 <br /> 32.0 00A 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 x z z- <br /> 34.0 00. 100.0 100,0 10D.0 100.0 100.0 100.0 100.0 100.0 100.0 100.E 100.0 100.0 100.0 98.7 94.6 90.8 87.3 E>O E <br /> 36.0 00- 100.0 1 100.0 100.0 100-0 100.0 100,0 100.0 100.0 100.0 100.0 100.0 100.0 97.5 93.2 89.3 85.8 82.5 En_:d t2 a s e <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 N a OR m e <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 �`F o n 8 1.E s e <br /> h M"{' US' -m�,^�.'a <br /> 42.0 00. 100.0 100.0 104.0 100-0 100.0 100.0 100.4 100.0 100.0 96.7 91,9 87.5 83.5 79.9 76.6 73.5 70.7 L rm w¢o Z s s <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. �� s 1• DO Q.J <br /> 46.0 00. 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 CL Zc¢' o <br /> 4&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 MllLUON �z 1 >m" <br /> 50.0 00, 100.0 100.D 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 ^F GG o Q <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 �w ry N <br /> 54.0 00. 100.0 100.0 100.0 100.0 100.0 95.3 89.3 84.1 79-4 752 71.5 68.1 65.0 62.1 59-6 572 55.0 WX Lr W <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 ll` ~� <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 49.5 REMARKS ev PATE <br /> 62.0 00. 100.0 100,0 100,0 95.8 88.9 83.0 77.8 73.2 692 65.5 622 59.3 56.6 54,1 51.9 49.8 47,9 WI W2 6TH EBC EDITION AG 1OJ17 <br /> 64.0 OD. 100.D 100.0 100.0 92.8 86.1 80.4 75.4 70.9 67.0 63.5 60.3 57.4 54.8 52.4 50.3 48.2 46.4 <br /> 66.0 D0. 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 45.0 TWO-WAY MULLION DIAGRAMS <br /> 68.0 oo.cl 100.0 100.0 94.6 87.3 81.1 75.7 70.9 66.8 63,1 59.7 56.8 54.1 51.6 1 49.4 1 47.3 45.4 43.7 <br /> 70.0 00.Q 100.0 100.0 91,9 84.8 78.8 73.5 68,9 64.9 61.3 68.0 55.1 52.5 50.1 47.9 45-9 44A 42.4 <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 AND IFSlTE NDI£R ACNASEINU IONT OS T <br /> SITE IF SITE CONDITIONS GU9E INSEAUAlION TO OEV WTE <br /> 74.0 00. 100.D 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 <br /> 1+W FNGINFEPEQUIREMFENSOCEAIUU)HFRFIN,A EICENSEO <br /> TRIBUTARY WIDTH= Z 000UMENTS Oa DSEWRHTHISADONMENTUEIt <br /> %%iTFltrtO'����i <br /> TABLE NOTES: ��� <br /> QUAL[1=[ED ANCHOR GIPS :'.ti E S =�0' <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. = a S A OIF <br /> 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. y��.c O <br /> 4. SEE SHEET 3 FOR SPECIFIC BRACKET DIMENSIONS. <br /> S. ANCHOR REQUIREMENTS:' } <br /> HFDii�ne <br /> •WOOD:#12 WOOD SCREWS BURDINO DROPS'WCI <br /> •CMU:1/4"ITW TAPCON DANIA BEAM.FL 3]Di <br /> �90 C DANIA BEAO4 BLVD. 330 <br /> •CONCRETE:1/4"ITW TAPCON MULLION ANCHOR BRACKET 50-2722(PART#230297) FIFE CORT.OF AUTNOFOATION N.20"S <br /> ••METAL:#12 SELF-DRILLING SCREWS(GRADE 5) <br /> ALUMINUM(6063-T6) FL 4: <br /> 6. INSTALLATION SUBSTRATES: FOR WOOD SCREW OR MULLION TO MULLION ANCHORING FL6067 <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. 030"_ B.xs a.aD DWG.BY: I CHK.BY: <br /> ,*HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1"&EDGE DISTANCE OF 2". O O -� AG HFN <br /> HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90, SCALE: NTS <br /> •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2". a3Ts <br /> CONCRETE SHALL BE MIN.4000 PSI. <br /> DWG.a; SWD014 <br /> •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE. T-_, 2.aD^ I- MULLION ANCHOR BRACKET 50-2722(PART#230297) SHEET <br /> STEEL SHALL BE MIN.18 GA.(0.045"THICK)33 KSI YIELD &ALUMINUM SHALL BE MIN.0.1" 2728 ALUMINUM(6063-T6) ® OF 10 <br /> THICK ALUMINUM 6063-T6.WITH MIN.EDGE DISTANCE OF 1"FOR BOTH ALUM.AND STEEL. PART#230296 FOR CONCRETE ANCHORING <br /> I ' <br /> i <br />