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2.000" MULLION DESIGN PRESSURE LIMITS FOR MULLION:2"x 6".ON E-WAY MUW ONS SPAN' L' TRIBUTARY WIDTH'W'(IN.) MULLION (IN.) is 24 30 36 42 48 53.125 54 60 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 2..0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 0.250" 60 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 72 200.0 200.0 200.0 200.0 200.0 197.0 188.0 1s6.8 84 200.0 200.0 200.0 191.0 171.5 157.6 14&7 147.5 140.1 96 z00.0 200.0 18&8 161.6 144.1 1313 123.0 121.8 114.6 ONE-WAY MULLION DIAGRAMS 108 200.0 197.0 162.7 140.1 124.2 112.6 104.9 103.8 97.0 6.000" DESIGN PRESSURE LIMITS FOR MUWON:2"x6"-TWO-WAY MUWONS MULLION SPAN V TRIBUTARY WIDTH W(IN.) MULLION (IN.) 18 24 30 36 42 1 48 53.125 54 60 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 48 200.0 200.0 200.0 200.0 200.0 197.0 17&0 175.1 157.6 60 200.0 200.0 200.0 200.0 180.1 157.6 142.4 140.1 126.1 72 200.0 200.0 200.0 175.1 150.1 13L3 118.7 116.7 305.1 0250" 84 200.0 200.0 180.1 1..1 128.7 1126 101.7 300.1 90.1 . -��-� 96 200.0 197.0 157.6 131.3 112.6 98.5 89.0 87.6 78.8 2n X fi��MLILLION 108 200.0 175.1 140.1 116'7 100.1 87.6 79.1 77.8 70.0 ALUMINUM 6005-TS TWO-WAY MULLION DIAGRAMS TRIBUTARY WIDTH= Wi+W2 2 TABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS&CUP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. QUALIFIED ANCHOR CLIPS 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CUP DIMENSIONS. S. ANCHOR REQUIREMENTS: •WOOD:#14 WOOD SCREWS •CMU:1/4"ITW TAPCONS 0 0 0 0 •CONCRETE:1/4"17W TAPCONS •METAL:1/4"SELF-DRIWNG SCREWS(GRADE 5) 6. INSTALLATION SUBSTRATES: •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD SHALL BE MIN.S.G.0.55. •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE MIN.4000 PSI. •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN.18 GA.(0.D45" THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-T5. 0 0 0 0 LL FF " \\\\� ..F // REVISIONS -.►- p�r ea`'Tuw IwcN� sYs��vs 2 X 4 X 5 3 8 L-CLIP EaSt`Sl7l S o F�s,EMN MErryM.m�. a.. ALUMINUM 6063-T6 , 0� ]6MC1 DOM611C RVF. **MUST BE USED IN PAIRS ` � "-:• HVHZ CLIPPED ALUMINUM TUBE MULLIONS VERTICAL AND HORIZONTAL CONFIGURATIONS NOTE:SEE SHEET 3 FOR SPECIFIC CUP 11 -..�y r / 2"x 6"MULLION TYPES AND DIMENSIONS. (dR1VA;' 02 OS 13 TJH BUIWINGDROMINC IXUYANO N6 "GlE ixiMCE QP11fNNMN / e4�(p. OW.rP'�.\\\ PA-0003 N.T.S. woMvnnoNNo.xMsn U.FIST 0 BL SlE]]M SNFtT; MEy; n-E ai or�imd�omRUTW N0.mu � °A� °E�P�ON PE" 30 OF 11 :r