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t <br /> } MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSF);STRUCTURAL MULLIONS(TWO-WAY) S11ver Line <br /> wlNpaw E•ppoAR• <br /> I L-Mutt W-Tributary Width(in) AMERKAN(AAFTSMAH WINDOWS <br /> Len th in PLY GEMWINDOWS <br /> 9 ( ) 18A 20.0 22.0 24.0 26.0 2&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 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.o 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 NORTHDRU14 ICR,NI 08902 <br /> 3A-0 <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 <br /> 30.0 100.0 100.0 10Q.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 " PH:jBDD)2 228 <br /> i Z v <br /> 32.0 1Q0.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.5 92.8 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 i 00.0 98.7 94.6 90.8 87.3 n L� to ',6§ w s <br /> _ 36.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 '97.5 93.2 89.3 85.8 82.5 N a o g"4^$ <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 78.1 en p� o n 3 S <br /> 40.0 100.0 100.0 100.0 100.0 100.0 100.0 10Q.0 100.0 100.0 100.0 100.0 96.5 91.9 $7.7 '83:9--$0:4-77.2- 74.2- - _L-__ _ _ q g Z q s m" <br /> 42.0 100.0 100,0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.7 91.9 87.5 83.5 79.9 76.6 73.5 70.7 <br /> 44.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 97.5 92.3 87.7 83.5 79.7 76.3 73.1 70.2 67,5 _T MULLION �i¢ <br /> 46.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 9B.7 93.2 88.3 83.9 79.9 76.3 73.0 69.9 67.1 64.5 MULLION W2 M <br /> 48.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 94.6 89.3 84.6 80.4 76.6 73.1 69.9 67.0 64.3 61.8 -1 � <br /> 50.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 96.5 90.0 85.8 81.2 77.2 73.5 70.2 67.1 64.3 61.7 59,4 L Ln <br /> 52.0 100.0 100.0 100.0 100.0 100.0 100.0 99.0 92.8 87.3 82.5 78.1 74.2 70.7 67.5 64.5 61.8 59.4 57.1 r' I- W <br /> 54.0 100.0 100.0 100.0 100.0 100.0 100.0 95.3 89.3 84.1 79.4 75.2 71.5 68.1 65.0 62.1 59.6 57.2 55.0 W2 <br /> ( '}L n a <br /> 56.0 100.0 100.0 100.0 100.0 100.0 98.4 91.9 86.1 81.1 76.6 72.5 68.9 65.6 62.6 59.9 57.4 55.1 53.0 �IL REMARKS By PATE <br /> 58.0 100.0 100.0 100.0 100.0 100.0 95.1 88.7 83.2 78.3 73.9 70.0 66.5 63.4 60.5 67.9 55.4 53.2 51.2 <br /> 60.0 100.0 100.0 100.0 100.0 99.0 91.9 85.8 80.4 75.7 71.5 67.7 64.3 61.3 58.5 55.9 53.6 51.5 49.5 (-w1-��w2-� 6TH FBC EDITION AG 10/17 <br /> 62.0 100.0 100.0 100.0 100.0 95.8 88.9 83.0 77.8 73.2 69.2 65.5 62.2 59.3 56.6 54.1 51.9 49.8 47.9 <br /> 64.0 100.0 100.0 100,0 100.0 92.8 86.1 80.4 75.4 70.9 67.0 63.5 60.3 57.4 54.8 52.4 50.3 48.2 46.4 TWO-WAY MULLION DIAGRAMS <br /> 66.0 100.0 10Q.0 100.0 97.5 90.0 83.5 78.0 73.1 68.8 65.0 61.6 58.5 55.7 53.2 50.8 48.7 46.It 45.0 <br /> 68.0 100.0 100.0 100.0 94.6 87.3 81.1 75.7 70.9 66.8 �1.33.1 59.7 56,8 54.1 51.6 49.4 47.3 45.4 43.7 <br /> 70.0 100.0 100.0 100.0 91.9 84.8 78.8 73.5 68.9 64.9 58.0 55.1 52.5 50.1 47,9 45.9 44.1 42.4 4NRM4YNpt AERERAETU44 WNOR pNS lOPASPF<el <br /> SttE IE S0E CCINppiONS GUSE IHSTALUTIDN iD tMMTE <br /> 72.0 100.0 100.0 97.5 89.3 82.5 76.6 71.5 67.0 63.1 9.6 56.4 53.6 51.0 4$.7 46.6 44.7 42.9 41.2 IPOM TNF PEDUiR[MENTSpEY41lEp NEPFw,4UCENSFO <br /> TRIBUTARY WIDTH=W 1 ENGINEER OR ARCNItFR 5114LL PREPAPE Sef SPfDEIC <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 ERxVMOVTs foxvssw"a TNapoaIMENT. <br /> TABLE NOTES: <br /> QUALIFIED ANCHOR <br /> 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 FOR TYPICAL INSTALLATION METHODS <br /> CLIPS �* i N,.7 <br /> &CLIP DETAILS. S A OF g <br /> 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. °� O 19� <br /> 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. <br /> S. ANCHOR REQUIREMENTS:4. SEE SHEET 3FOSPIFIC BRACKET DIMENSIONS. 0 <br /> ''1L���NCi�S,``` <br /> NEALE9[I.7CUR& P.E. <br /> •WOOD:#12 WOOD SCREWS FWRIOA P. Np7 a <br /> •CMU:1/4"ITW TAPCON D9e E 6URDwc DROPS,AEC <br /> DAHU IA EAa Aw. aDe <br /> BEACH R 33� <br /> s CONCRETE:1/4"ITW TAPCON SHPE CERE,OF AMOITIZATION N.nVa <br /> •METAL:#12 SELF-DRILLING SCREWS(GRADE 5) _MULLION ANCHOR BRACKET 50-2722(PART#230297), FL III: <br /> 6. INSTALLATION SUBSTRATES: - 1.00. ALUMINUM(60O MU <br /> I I 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. cHx.BY: <br /> •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1"&EDGE DISTANCE OF 2". DWG,BY: <br /> D.1o"- xor ear O AG HFN <br /> HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. +TF+ +1 SCALE: NTS <br /> •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2". 0.250" <br /> CONCRETE SHALL BE MIN.4000 PSI. DWG.#: SWD014 <br /> •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE. 1.DD"- SHEET <br /> STEEL SHALL BE MIN.18 GA.(0.045"THICK)33 KSI YIELD &ALUMINUM SHALL BE MIN.0.1" MULLION ANCHOR BRACKET 50-2722(PART#230297) OF 10 <br /> THICK ALUMINUM 6063-T6.WITH MIN.EDGE DISTANCE OF 1"FOR BOTH ALUM.AND STEEL. 2724 ALUMINUM(6063-T6) <br /> FOR CONCRETE ANCHORING <br />