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DESIGN PRESSURE LIMITS FOR 1"x 3-1/8"(LIGHn MULLION(PSF) ONE-WAY MULLIONS 11� ,��/Q/yj SPAN TRIBUTARY WIDTH'W' � �wwa►lrcca�u+u� � BYfTtM6 �� 18" 24" 30" 36" 42' 48' S4° 60" � . 24" 200.0 200.0 200.0 200.0 200.0 200.0 200A 200.0 MULLION w� E,�s�w,aaar�cmm��s,s�n�s � 10070 YAVAf1IA 0.0�D MULLION r''.""'�.�'�P�� 36" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 eH:f�)��=s=o+��tt��e9-xax 48" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 � � � �m wt ^' 60" 200.0 200.0 200.0 191.4 176.7 167.5 162.4 160.8 �N�w �#y� 72' 185.2 145.9 122.8 108.0 98.1 91.2 86.4 83.3 II I ��f F� ��8� 84" 1143 89.3 74.5 64.9 58.3 53.6 50.1 47.6 wt-I{-w2-I ��Y� p�E' 96" 75.4 58.6 48.6 42.1 37.5 34.2 31.7 29.8 W�� w tZi�` ONE-WAY MULLION DIAGRAMS m m� �m< SOS" 52.4 40.5 33.5 28.8 25.5 23.2 213 19.9 � � 1.�" ��M W ro ��m� � g X� � mp�Fi, < TRIBUTARY WIDTN= WI Z W2 � � " W a��a DESIGN PRESSURE LIMITS FOR 1"x 3-1/8"(LIGHT�MULLION(PSF) a m � TWO-WAY MULLIONS 0.125" SPAN TRIBUTARY WIDTH'W' 3.125" � �� 18" 24" 30° 36" 42" 48' S4" 60" �� 0 24' 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 � MULLION m MULLION � 36" 200.0 200.0 200.0 200.0 191.4 167.5 148.9 134.0 � � 48" 200.0 200.0 200.0 167.5 143.6 125.6 111.7 100.5 � 0.375° Z eo• zoo.o zoo.o �eo.s �aa.o ��a.9 �oo.s 89.3 so.a W, 1" X 3-1/8" (LIGHT) MULLION � z - - -- -72"--1621--121:5--972--81:0--69:5--60.8--54A--48.6- _ O -- ALUMINUM 6005-T5 -ln -�------ -�- 84" 102.1 76.5 61.2 51.0 43.7 38.3 34.0 30.6 I 96" 68.4 51.3 41.0 34.2 293 25.6 22.8 20.5 �W� �� - � - D S w W . ioa° aa.o 36.0 zs.e za.o ao.s is.o ie.o TINO-WAY MULLION IAGRAM � o r�e�etaorFS: QUALIFIED ANCHOR CLIPS ' i. SEE SHEET 1 FOR INSTRULTIONS ON USING TABLES.SEE SNEETS 2-4 FOR TYPICAL INSTALI,ATION METHODS 6 CLIP DETAILS. Z ' 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. � � � , 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. � `�� 0 .*Z(�� 4. 5EE SHEET 3 FOR SPECIFIC LLIP DIMEN5ION5. `�� Q�,..••••., Nj � 5. ANCHOR REQVIREMENTS: � � � � � � •WOOD:#12 WOOD SC0.EW5 �•� � •CMU:3/16•I11N TAPCONS � � �� LL : � •CONCRElE:3/16'ITWTAPCONS U CLIP 2 X 5 ANGLE CLIP • � �� •METAL:12-14 SELF-DRIU.ING SCREWS(6RADE 5) ALUMINUM 6005-Tb ALUMINUM 6063-T6 y�� ~ ` 6. INSTAU.ATION SUBSTRATES: "•MUST BE USED IN PAIRS ��'•. . � •WO00 ANCHORS SHALL HAVE A MI1J.EMBEDMENT OF 1-1/2•6 ED6E DISTANLE OF 1•.WOOD SNALL BE SAIN.5.6:0.55. U-GSP FOR USE ONLY IN �i ' ' •HOLLOW CMU ANLHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4'6 E06E DISTANCE OF 2-1/2•.HOLLOW LMU SHAU. MULLION-TO-MULLION ��j'y••*PR�� BE MEOIUM WEI6HT CONFORMING TO ASTM C 90. CONNECTLONS •CONCRETE ANCHORS SNALI,HAVE A MLN.EMBEDMENT OF 1-3/4`4 EDGE OISTANCE OF 2-1/2•.CONLRETE SHAU.BE � � N m5 m MIN.4000 PSI. �° �h =2 �Z •METAL ANLHORS SHALL HAVE A MIN.(3)THf3EAD5 PENETRATION BEYOND METAL STRULTURE.STEEL SHALL BE MIN. �o o u � 18 GA.(0.045'THICIQ 33 KSI YIEL�.ALUMINUM SHALL BE MIN.1/8'THICK ALUMINUM 6063-T5. � � • � DWG#: . NOTE:SEESHEET3FORSPEGIFIC �H' CLIP EA5056 . CL2?TYPES AND DIMENSIONS. ALUMINUM 6069-T6 SHEET: 5 0�11 - -- - I