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F MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSF):STRUCTURAL MULLIONS(ONE-WAY)
<br /> L-Mull W-Tributary Width(in) [ Silver Line
<br /> Length(in)
<br /> 3 ?8.0 20.0 22.0 24.0 26.0 28.0 30.0 32.0 3d.0 36.0 38.0 Q0.0 42.0 d4.0 46.0 48.0 50.0 52.0 WINDDwF•¢oDps-
<br /> a 24.0 100.0 100.0 104.0 100.0 144.0 100.0 -Co 0-0 100.0 100.0 100.0 100.0 100,0 100.0 100.0 100.0 100.Q 100.4 1OO.Q AMERICAN CRAFTSMAN WINDOWS
<br /> 26.0 100.0 10p.0 100.p 100.0 100.0 100.0 100.0 100.a 100.p 1Q0.0 100.0 10Q.0 100.0 100.0 10a.0 100A 100.p 100.0 PLYGfM WNDOWS
<br /> SILVER LINE WINDOWS AND DOORS
<br /> 2$.0 100.0 100.0 140.4 100.0 100.0 100.0 100.4 100.0 100.0 1Q0,0 100.0 100.0 100.0 100,0 100.0 1 00.4 100.0
<br /> 140,0 ONESILVERUNEDRNE
<br /> 30.0 100,0 100.0 100.0 100.0 100.0 104.0 100.4 iQ0.0 100.0 100.0 1pQ.0 100.0 1p0.0 100,0 140.0 140,0 100.0 100.0 NO RTµ¢AUNSW)CK,NIDA4D2
<br /> PN:(R¢0)134d22R
<br /> 32.0 100.0 100.0 100.0 100.0 100.0 100.0 100,0 100.0 100.0 100.0 100'0 100.0 100.0 100,0 140.0 100.0 100.0 10a.0
<br /> 34.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100,0 100.0 100.0 1Q0.0 104A 100.0 100,0 100.0 100,0 100.0 100.0 u
<br /> N Z^ f
<br /> 36.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100,0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 ui x y m
<br /> 38.0 100.0 100.0 1p0.a 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 -Too
<br /> 00.0 100.0 100.0 100.0 100.0 140.0 100.0
<br /> d0.0 100.0 100.0 100.0 100:0" 100:0- 100.0 1000 1000 100.0 100.0 1000 100.0 100.0. 100.0_100.0_ 100.0_ 100.0__100.0 MULLION "N Z_o CC- $
<br /> 44.0 100.0 100.0 100.0 100.0 100.0 100.0 i00.0 100.0 100.0 100.0 i00.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 - - -r L G _(D�_ =x'd4.0 1p0.0 100.0 100.0 100.0 100.0 100.0 100.0 100,0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1p0.0 10fl,0 � ~�w�z Z
<br /> L MUtUON a z o o W;
<br /> 46.0 100.0 100,0 100.0 10p.0 100.0 100.0 100.0 100.0 100.0 100.E 100.0 100.0 tOp.O i00.0 100.0 100.0 100.0 i00.0 48.0 0.0 100.0 1p0.0 1fl0.0 100.0 100.0 100.0 100.0 100.0 1p0.0 10Q.0 100.0 100.0 100,0 100.0 100.0 100.0 100.0 my �� m�'-3,--
<br /> To 50.0 104.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 .100.p 100.0 100.0 100.0 100.0 100.0 140.0 100.0 100.0 100.0 52.0 100.4 140.0 100,0 1Q4.0 100.0 100.0 100.0 100.0 100.4 100.0 100,0 100.0 100.0 100,0 100.0 100.0 100.0 100.0 { wl n�'x r
<br /> 54.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.p 100.4 100.0 100.0 100.0 100.0 WR I~W 1 w a ��
<br /> 56.0 100.0 100.0 100.4 100.0 100,0 100.0 100.0. 100.4 100.0 100.0 100.0 100,0 1Q0.0 14p.0 10p.0 100.0 99.6 99.0 ~�58.0 100.0 100.0 100.0 100.0 100.0 100.0 100.4 100.0 -To00 100.0 100.0 140.0 99.3 97.5 95.9 94.6 93.6 92.8 ONE-WAY MULLION DIAGRAMS REMARKS BY DATE
<br /> 60.0 100.0 100,0 100.0 100.0 100,0 100,0 100.0 100.0 100.0 100,0 99.1 96,5 94.2 92.3 90.7 89.3 88.2 87,3 6TH FBC EDITION AG ipjll
<br /> 62.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100,0 100,0 97,5 94,5 91,9 89,6 87,7 86.0 84,6 83.4 82.5
<br /> 64.0 100.0 100.0 100.0 100,0 100,0 100.0 100.0 100,0 96.6 93.2 90.3 87.7 85.5 83.5 81.0 80.4 79.2 78.1
<br /> 66.0 100.0 100.0 100.0 100.0 100,0 100.0 100.0 96.5 92.7 89.3 86.4 83.9 81.7 79.7 78.0 76,6 75.3 74,2 68.0 100.0 100.0 100.0 100.0 ip0.0 E98.4
<br /> [87
<br /> 97.1 92,8 89.0 85.8 82.9 80.4 78.2 76,3 74.6 73.1 71.8 70,7am nmrm
<br /> 70.0 100.0 100.0 100.0 100,0 100.093.6 89,3 85.782,5 79.7 77.2 75A 73.1 71.4 69.9 68.6 67,5SxA MAY NDt qE EC AC VAt[DN¢RIONS EORA SPW{I
<br /> nF6ESU(E¢0 100.0 100.0 100.0 100A 100.090.3 86.1 82.5 79,4 76.6 74.2 721 58.5 67.0 65.7 64.5FN¢IxFFpmpR<xnE<7BL TES: 100.0 10p.0 100.Q 973 .2 83.2 79.773.9 71.5 69.3 67.5 65.8 64.3 63.0 61.8 TABLE NOTES: ```,`` 0r����'''''
<br /> 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 FOR TYPICAL INSTALLATION METHODS ��LIFIED ANCHOR CLIPS ? :'�� s
<br /> &CLIP DETAILS. N .7 7
<br /> 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED.
<br /> 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. ti S A OF p
<br /> 4. SEE SHEET 3 FOR SPECIFIC BRACKET DIMENSIONS. .. �
<br /> i d . 0 tot'':'• �✓��
<br /> S. ANCHOR REQUIREMENTS: 1 �� �s I
<br /> • •WOOD:#12 WOOD SCREWS `� fii�`s O
<br /> s CMU:1/4"ITW TAPCON Prat.
<br /> D'umg PC.Ne lme
<br /> +CONCRETE:1/4"ITW TAPCON euuDwc
<br /> D DAN DRwEL n+c
<br /> 2� U 9GOi RVM/STB
<br /> *METAL:#12 SELF-DRILLING SCREWS(GRADE 5) MULLION ANCHOR BRACKET 50-2722(PART#230297) DARK eEAa.n awo4
<br /> BPE CERT.OF AUti{OEI2ATWN xo.1931¢
<br /> 6. INSTALLATION SUBSTRATES: ALUMMUNUM LLION T0 MULLION O3MU ANCHORING) FC#:
<br /> FOR WOOD SCREW OR ULL O
<br /> *WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 0.7511. F L6067
<br /> WOOD SHALL BE MIN.S.G.=0.55.
<br /> •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1"&EDGE DISTANCE OF 2". MID— 125' 4A0• DATE: 10.06.17
<br /> OLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. O DWG A G CHK
<br /> H HFN
<br /> •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4".&EDGE DISTANCE OF 2". D375-
<br /> CONCRETE SHALL BE MIN.4000 PSI. SCALE: NTS
<br /> •METAL ANCHORS SHALL HAVE A MIN,(3)THREADS PENETRATION BEYOND METAL STRUCTURE, T-_ DW6'u: SWD014
<br /> STEEL SHALE BE MIN,18 GA.(0.045"THICK)33 KSI YIELD &ALUMINUM SHALL BE MIN.0.11, 12728 MULLION ANCHOR BRACKET 50-2722(PART#230297) SHEET
<br /> THICK ALUMINUM 6063-T6.WITH MIN.EDGE DISTANCE OF 1"FOR BOTH ALUM.AND STEEL. PART#230296 ALUMINUM(6063-T6) OF 10
<br /> FOR CONCRETE ANCHORING
<br />
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