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I <br /> I <br /> I <br /> t MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSF):STRUCTURAL MULLIONS(TWO-WAY) Silver Lin <br /> wINOOw E•oo o•s <br /> L-Mull W-Tributary Width(in) <br /> 3 AMERIGN GAFESMAN WINDOWS <br /> Length(in) 16.0 20.0 22.0 24.0 26.0 28.0 30.0 32.0 34.0 36.0 1 38.0 40.0 42.0• 44.0 46.0 48.0 50.0 52.0 PLYGEMWINDOWS <br /> SILVER LINE WINDOWS AND DOORS <br /> 24.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 ONE SILVERUNE DRIVE <br /> 26.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 NORTH BRUNSWICK,NJ 08902 <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 PH:1800)2344228 <br /> 30.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.0 `* <br /> 32.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.5 92.8 N>p ?^ E <br /> 34.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 98.7 94.6 90.8 87.3 ? v S <br /> 36.0 100.0 100.0 1100.0 100.0. 100-0 1 100.0 100.0 1100.0 1100.0 100.0 100.0 1100.0 100.0 1 97.5 93.2 89.3 85.8 1 82.5 Tv Lo:J m p> o^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 1 92.3 88.3 84.6 81.2 78.1 M N Ha' 0 5 $b <br /> 40.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.5 91.9 87.7 83.9 80.4 77.2 74.2 L MULLION W¢o m <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 z s <br /> 44.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.5 92.3 .87.7 83.5 79.7 76.3 73.1 70.2 67.5 _' ¢c m�L W <br /> 46.0 100.0 100.0 100.0 100.0 100-0 100.0 100.0 100.0 98.7 93.2 88.3 83.9 79.9 76.3 73.0 69.9 67.1 64.5 MULLION W2 m`qy Z_'� m <br /> 48.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 94.6 89.3 84.6 80.4 76.6 73.1 69.9 67.0 64.3 61.8 -1 N oO m <br /> 50.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.5 90.8 85.8 81.2 77.2 73.5 70.2 67.1 64.3 61.7 59.4 L / <br /> 52.0 100.0 100.0 100.0 100.0 100.0 100.0 99.0 92.8 87.3 82.5 78.1 74.2 70.7 67.5 64.5 61.8 59.4 57.1 � ww ti a \ <br /> 54.0 100.0 100.0 100.0 100.0 100.0 100.0 95.3 89.3 84.1 79.4 75.2 .71.5 68.1 65.0 62.1 59.6 57.2 55.0 W' F V a <br /> 56.0 100.0 100.0 100.0 100.0 100.0 98.4 91.9 86.1 81.1 76.6 72.6 68.9 65.6 62.6 59.9 57.4 55.1 53.0 <br /> 58.0 100.0 100.0 100.0 100.0 100.0 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 II I I REMARKS BY DATE <br /> 60.0 100.0 100.0 100.0 100.0 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 ~w2�~w2-I STH FBC EDITION AG 10/17 <br /> 62.0 100.0 100.0 100.0 100.0 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 <br /> 64.0 100.0 100.0 100.0 100.0 92-8 86.1 .80.4 75.4 70.9 67.0 63.5 60.3 57.4 54.8 52A 50.3 48.2 46.4 TWO-WAY MULLION DIAGRAMS <br /> 66.0 100.0 100.0 100.0 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 45.0 <br /> 68.0 100.0 100.0 100.0 94.6 87.3 81.1 75.7 70.9 66.8 63.1 59.7 56.8 54.1 51.6 •49.4 47.3 45.4 43.7 <br /> 70.0 100.0 100.0 100.0 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 REf EnAc VAEwNmNONsoonA:PEENI <br /> SITE USITE CONDITIONS CAUSE WSTAUADON TO DDUATE <br /> 72.0 100.0 100.0 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 WS}WZ FNE'-IEREOUINEMENTSDEfAIEEOHEREIN,A LICENSE. <br /> 74.0 100.0 100.0 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 HE ENDDOMMENATSS1 FOREUSEUUTHH THIISS DOCUMENTOf1C <br /> 7r0 <br /> TABLE NOTES: <br /> QUALIFIED ANCHOR CLIPS _' ::� E S' •. �O': <br /> 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 FOR TYPICAL INSTALLATION METHODS N '7 7 <br /> &CLIP DETAILS. <br /> * 70 <br /> 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS,IS ALLOWED. S A OF <br /> 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. ��Oc 0 toP <br /> S4. SEE SHEET. ANCHOR REQUIREMENTS:3FOR <br /> SPIFIC BRACKET DIMENSIONS. O <br /> IF WOOD:#12 WOOD SCREWS HERSESr11gDAlti`P.E <br /> FLORIDA P. No 23"e <br /> IFCMU:1/4"ITW TAPCON ]Pe E BURDINO DROP"NO D=A BEwa BLYD./w <br /> CONCRETE:1/4"ITW TAPCON MULLION ANCHOR BRACKET 50-2722(PART#230297) DANIA AUTHORIZATION <br /> IZ JON N <br /> PHPE CERT.DE AUTHaeunoN Na msre <br /> •METAL:#12 SELF-DRILLING SCREWS(GRADE 5) ALUMINUM(6063-T6) FL H: <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".WOOD SHALL BE MIN.S.G: HK DATE: 10.06.17 <br /> O.5S. DWG.BY: c.1 BY: <br /> IF HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1"&EDGE DISTANCE OF 2'. O.2U'- 2.47' 3.25" O O AGHFN <br /> HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. NTS <br /> IF CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2". o.31 SCALE: <br /> CONCRETE SHALL BE MIN.4000 PSI. DWG•4: SWD014. <br /> METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE. T__:I 1.00" 4- SHEET <br /> I STEEL SHALL BE MIN.18 GA.(0.045"THICK)33 KSI YIELD &ALUMINUM SHALL BE MIN.0.1" 2723 MULLION ANCHOR BRACKET SO-2722(PART#230297) OF 10 <br /> THICK ALUMINUM 6063-T6-WITH MIN,EDGE DISTANCE OF 1"FOR BOTH ALUM.AND STEEL. PART#230295 ALUMINUM(6063-T6) �0 <br /> FOR CONCRETE ANCHORING <br /> I <br />