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DESIGN PRESSURE UMITS FOR MULLION:2"x4"-ONE-WAY MULLIONS MULLION <br /> SPAN TRIBUTARY WIDTH'W IN. 2.000" <br /> (IN.) 18 24 30 36 42 48 53.125 S4 60 I MULLION <br /> 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 <br /> 36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 2000 <br /> 48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 <br /> 60 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 0.250" <br /> 72 200.0 200.0 200.0 200.0 200.0 297.0 188.0 196.8 190.1 <br /> 84 200.0 200.0 195.1 166.4 146.6 132.5 123.5 122.2 114.8 <br /> 96 200.0 159.0 129.1 109.5 95.9 85.9 79.5 78.5 73.0 4.000" <br /> 108 146.7 11L1 89.9 16.0 66.2 s9.1 s4.a S3.7 49.5 ONE-WAY MULLION DIAGRAMS <br /> DESIGN PRESSURE LIMITS FOR MULLION:2"x 4"-TWO-WAY MULLIONS <br /> SPAN'L' TRIBUTARY WIDTH'W(IN.) <br /> (IN.) 18 24 30 36 42 48 53.125 54 60 MULLION <br /> R72 <br /> 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 0.2511 MULLION <br /> 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 " 4" <br /> MULLION <br /> X 4 MULLION <br /> 200.0 200.0 200.0 200.0 200.0 197.0 178.0 175.1 157.6 <br /> 200.0 200.0 200.0 200.0 180.1 157.6 142.4 140.1 126.1 ALUMINUM 6D05-T5 <br /> 200.0 200.0 200.0 175.1 150.1 131.3 118.7 116.7 105.1 <br /> 200.0 200.0 180.1 150.1 128.7 112.6 101.7 100.1 90.1 <br /> 200.0 155.1 124.1 103.4 88.6 77.6 70.1 68.9 62.0 ]Ell <br /> W 1+W2 <br /> 308 145.2 108.9 87.1 72.6 62.2 54.5 49.2 48.4 43.6 TRIBUTARY WIDTH= 2 -��-� <br /> TWO-WAY MULLION DIAGRAMS <br /> TABLE NOTES: <br /> 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS&CUP DETAILS. <br /> 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. <br /> 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. <br /> 4. SEE SHEET 3 FOR SPECIFIC CUP DIMENSIONS. <br /> S. ANCHOR REQUIREMENTS: <br /> •WOOD:#14 WOOD SCREWS <br /> TAPCS <br /> QUALIFIED ANCHOR CLIPS CO CM <br /> 1 4"IITW APCONS <br /> •METAL:1/4"SELF-DRILLING SCREWS(GRADE 5) <br /> 6. INSTALLATION SUBSTRATES: <br /> •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD SHALL BE MIN.S.G.0.55. <br /> •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2•.HOLLOW CMU SHALL <br /> 0 0 0 o BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. <br /> •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE <br /> MIN.4000 PSI. <br /> •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN. <br /> 18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-TS. <br /> 0 0 0 0 <br /> 2"X 4" X 3 3/8" L-CLIP _ <br /> ALUMINUM 6063-T6 � E$F. O�C� REVISIONS Eastern <br /> 1N � SB <br /> **MUST BE USED IN PAIRS <br /> ��.• ' ..��",".:.`.:,�::a�'.;; EBNIDOM6TI<�VE <br /> %.�O � Tom,w nMrcxs.nyasss <br /> .� an+oiaiw <br /> NVHZ CLIPPED ALUMINUM TUBE MULLIONS <br /> VERTICAL AND HORIZONTAL CONFIGURATIONS <br /> NOTE:SEE SHEET 3 FOR SPECIFIC CLIP = TA? qF .•• 2"x 4"MULLION <br /> TYPES AND DIMENSIONS. O,n••:9( (oP;'=YU wre oRamer. vnEcnBwmar. <br /> �02 OS 13 T1H Buim-oROPS.INL <br /> �i fppL�P.� )��15�� n„ PA-0003 N.T.S. aumonv�nnoN Ho aissie <br /> 39B EISf OA16/IYI�BI�U..SlE]JB 610}T: REV: <br /> iHRE an�i�a RuCU RIE�rz�na zssze °A� ° VPf10N 9 OF 11 <br /> "P <br />