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I ` I <br /> a MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSF):STRUCTURAL MULLIONS(ONE-WAY) Silver Line <br /> L-Mull W-Tributary Width(in) ............ <br /> o Length In AMERICAN CRAFWINDOWINDOWS <br /> 9 ( ) 18.0 20.0 22.0 24.0 26.0 28.0 30.0 32.0 34.0 36.0 38.0 40l0 42.0 44.0 46.0 48.0 50.0 52.0 PLYGEM WINDOWS <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 <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 ONE <br /> RrH SIIEERLINE DRAIE <br /> ,NIOR902 <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 10D.0 100.0 100.0 100.0 100.0 PH:(800)]44228 <br /> 30.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 <br /> 32.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 ^_ z a <br /> 34.0 '100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 N e <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 MULLION <br /> 38.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 1100.0 100.0 100.0 r L-� N ~ 0 J <br /> 40.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 m o o s n s <br /> �m;Eli <br /> 42.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 MULLION �LL C z z s>a✓ <br /> 44.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 L ¢ m g 0 Ei o <br /> 46.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0E933.6 <br /> 100.0 <br /> 48.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 � m�'m <br /> 50.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 II II I "' N^] N <br /> 52.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 F-Wl-�I-WE �a <br /> 54.0 100.0 100.0 -100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 W <br /> 56.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0, 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.0 T D. <br /> 58.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 99.3 97.5 95.9 94.6 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 87.3 6TH FBC EDITION AG 3.0/17 <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 81.8 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 <br /> 68.0 100.0 100.0 100.0 100.0 100.0 100.0 97.1 92.8 89.0 85.8 82.9 80.4 78.2 76.3 74.6 73.1 7.1.8 70.7 <br /> 70.0 100.0 100.0 100.0 100.0 100.0 98.4 93.6 89.3 85.7 82.5 79.7 77.2 75.0 73.1 71.4 69.9 68.6 67.5 ANDS NOTREHE AMALWNDMONSFORASPEDFi <br /> 72.0 100.0 100.0. 100.0 100.0 100.0 95.1 90.3 86,1 82.5 79.4 76.6 74.2 72.1 70.2 68.5 1 67.0 65.7 64.5 S F.IFSITE COND NONS CSUS�^NSTp RATION TO DEYMTE <br /> FROM THE REODIREMENTSD HEREIN,A EFFNSED <br /> 74.0 100.0 100.0 100.0 100.0 97.3 91.9 1 87.2 1 83.2 1 79.7 1 76.2 1 73.0 70.2 67.7 65.5 63.5 1 61.8 60.2 58.9 ENGINEERF°09AR HI u SHAMPREPA E ITESPTEEOF" <br /> TABLE NOTES: �\ E S •. P <br /> QUALIFIED ANCHOR CLIPS ;* N .7 , ° <br /> 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 FOR TYPICAL INSTALLATION METHODS t <br /> &CLIP DETAILS. p <br /> 2, LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 5 A OF , w <br /> 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. %o�� O VOP. \��u` <br /> 4. SEE SHEET 3 FOR SPECIFIC BRACKET DIMENSIONS. i���SS O <br /> 5. ANCHOR REQUIREMENTS: + + + + + '/,P'rr1�LL1�11 <br /> •WOOD:#12 WOOD SCREWS ito�F.NOR i]. <br /> •CMU:1/4"ITW TAPCON JD!eeDA"KA <br /> IA DFA y <br /> LW <br /> •CONCRETE:1/4"ITW TAPCON MULLION ANCHOR BRACKET 50-2722(PART#230297) FHPE CEAT.Et OF CH.R <br /> AE CHO F ION Nw T➢57E <br /> •METAL:#12 SELF-DRILLING SCREWS(GRADE 5) ALUMINUM(6063-T6) FL a: <br /> 6. INSTALLATION SUBSTRATES: -1 2.00" F- 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. owG.BY: cHK.BY: <br /> •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1"&EDGE DISTANCE OF 2". D.TO•- 2.07 z.Ra O O AG H FN <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". DWG.n: SWD014 <br /> CONCRETE SHALL BE MIN.4000 PSI. , <br /> •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE. i.00 - SHEET <br /> i 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. 2�24 ALUMINUM(6063-T6) 0 <br /> FOR CONCRETE ANCHORING <br /> i - <br />