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MAXIMUM DESIGN PRESSURE CAPACITY CHART(PSF):STRUCTURAL MULLIONS(ONE-WAY) Silver Line <br /> BrAnde'rseri <br /> L-Mull W-Tributary Width(in) <br /> Length(in) 18.0 20.0 22.0 24.0 26.0 28.0 30.0 32.0 34.0 36.0 38.0 40.0 42.0 44.0 46.0 48.0 50.0 52.0 <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 1DO.0 100.0 100.0 100.0 100.0 100.0 100.0 100.D 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 ONE SILVER LINE DRIVE <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 Nonr P Bnu 1 Nf oe907 <br /> N:eo3234-4 135-azza <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 2 u <br /> 34.0 100.0 100.0 1 DO.O 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 <br /> 36.0 100.0 1 100.0 1 100.0 100.0 100.0 1 100.0 100.0 1100.0 100.0 100.0 1100.0 100.0 1 100.0 100.0 100.0 100.0 100.0 100.0 N j a a o m 2 <br /> 38.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 : o MULLIO � o 0 m T a N ^ a 6 E^A <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 L <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 <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 MULLION ^m O d <br /> 46.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 L N <br /> 48.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 <br /> 50.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 w o <br /> 52.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 <br /> 54.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 w3-I I-wz W V <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 99.6 99.0 F a <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 93.6 92.8 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 <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 ONE-WAY MULLION DIAGRAMS 6TH FBC EDITION AG lB/17 <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 71.8 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 <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 fi8.5 67.0 65.7 64.5 WliNluiwNnfNLONfff+iOf4UIl01Nc'pOP{'wG <br /> 74.0 100.0 100.0 100.0 100.0 97.3 91.9 87.2 83.2 79.7 76.2 73.0 70.2 67.7 65.5 63.5 61.8 60.2 58.9 "LTERAT DNS,•DDIrION{,mcnNNorIND.OR CURB <br /> romps oocumfN refRulnm.,no <br /> TABLE NOTES: S F. <br /> �� 0 <br /> 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 5 FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS. QUALIFIED ANCHOR CLIPS 7 7_ <br /> 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. = v gT T y r <br /> 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. <br /> 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. `� •...,,,,.••' C,���� <br /> S. .ANCHOR REQUIREMENTS: NALE� <br /> •WOOD:H12 WOOD SCREWS ���+4unn3�L�� <br /> •CMU:3/16"ITW TAPCONS LLORIDA F.P.r",°N.7iM <br /> •CONCRETE:3 16"ITW TAPCONS ]p0 EBU11kht DROPS,WD DANIA B"w`BLVD./.. <br /> OANIA BEACH iL 33 <br /> •METAL:12-14 SELF-DRILLING SCREWS GRADE 6 MULLION ANCHOR BRACKET 2722 FIPE MT.Or AU3NORlAr.N..2937e <br /> 6. INSTALLATION SUBSTRATES: ALUMINUM(6063-T6) FLu: <br /> •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD --I,.DDo I- FOR WOOD SCREW OR MULLION TO MULLION ANCHORING F L6067 <br /> SHALL BE MIN.S.G.=0.55. <br /> •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF DATE: 10.06.17 <br /> 2-1/211.HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. DWG.BY: CHK.BY: <br /> 0.100• <br /> •CONCRETE ANCHORS SHALL <br /> 4 00 PSI. <br /> o.zso- 2.073.2.B73' 4- AG HFN <br /> LA MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2"• � �- <br /> CONCRETE SHALL BE M -� SCALE: NTS <br /> •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE. DWG.W SW D014 <br /> STEEL SHALL BE MIN.18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK Doo^ SHEET <br /> ALUMINUM 6063-TS. MULLION ANCHOR BRACKET 50-2722 %f OF 10 <br /> 2724 ALUMINUM(6063-T6) 11 <br /> FOR CONCRETE ANCHORING <br />