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DESIGN PRESSURE LIMRS FOR 2"x 4"MULLION(PSF) f�s�et� ONE-WAY MULLiONS ,M�; SPAN TRISUTARY WID7H'W' t .+t�wct{�t�aTtt�. �� 18" 24° 30" 36" 42" 48" 54" 60" �^{ liVRlbi9' 24° 206.0 200.0 2W,Q 240.0 20Q.Q 204A 2QQ.6 21?0.o MULLIQN � e•stitm+�uamc�cn�cu.svs�s �u IOOSOMY.ULtR4AD MULLION ._.t. rr.xveas.tt usi� 36" 200.0 200.0 200A 200.0 200A 200.0 200.0 200.0 m:�eoo�vz-::a nc�s�s)xv.t+1: 48" 200.0 200.0 2p0.0 200.0 200,0 200.0 200.0 2p0.0 � m �im � 6Q° 264.0 200.d 206.0 280.0 200.6 204.Q 20Q.4 206A wf � � -�i�� 72" 200.0 200.0 200A 20C1.0 200.p 197.0 186.8 180.1 I ��° 0�� 84" 2QOA 200A 2Q0.6 141.0 171.5 157,6 147.5 240.1 wt !-wt ��f� p�t fi� 96" 200.0 182.3 151.3 130.9 116.7 106.4 9$.6 92.8 QN�-WAY MULLION DIAGRAMS � Z� � ' W W x`� �m�� 108" 163.0 126.1 1U4.1 89.6 79.5 72.0 66.4 62.1 ��"'o m � � CS „ �+� � � m a'�- � < TRIBUTARY WIb7N= Wl Z W2 0250" W � CJ+�o� OESi�N PRf55URE lIMITS FOR 2"x 4"MUILtON(PSF} � y ,.°'� � 1W0-WAY MUlUONS SPAN TRIBU7ARY WID7H'W' 4�� �� 18" 24" 30" 36" 42" 48" 54" 60" t o 24" 200.Q 200.0 ZOOA 200A 200A 200.0 200.0 260.0 MUl.LION m MULLION � 36" 200.0 200.0 200.0 20q.0 200.p 200.0 200.0 200.0 � 48° 200A 200.0 200.0 268.0 2Qtt.0 197A 275.1 157.6 t 0.250" � so^ zoo.o zoo.o xao.o zao.o iso.i is�.e iao.i izs.i W, 2"X 4"MULLION Q z - _ ----72"-206.Q-2QQ.4 2q0.0-iJ5.1--150.1--131.3__llfi.7-_1Q5.1_ -� �"� O ~ �-- - - -- Al:UMINUM-6005-T5 -- -� - sa° zoo.o zoo.o iso.i iso.s izs.� iiz.s ioa.z 9o.i H �---- �----- 96" 200.0 159.5 127.6 ip6.4 91.2 79.8 70.9 63.8 Wr �� iaa° ias.a iu.a s9s �aa sa.o se.a as.a aa.a TWO-WAY MULLION DIAGRAMS a r�s�NOres: QUALIFIED ANCHOR CLIP5 I. SEE SHEET i FOR INSTRttCTIONS ON USIN6 TABt,ES.SEE SFfEETS 2-4 FOR NPICAL INST�tl2ATION METFiObS 6 Ci.IP DETAILS. � 2. I.INEAR INTERPOLA'fXON BETWEEN LTS7ED WID7N5 ANb SPANS IS ALLOWEO. Z 3. SEE TNZS SNEET FOR SPECIFIC MUl3SON DZMENSIONS. ��,, O �`�33�� 4. SEE 5}iEET 3 FdR SPECIFIC CLIP DIMENSIOFtS, w � � r �� EZ,,. ,, �+l � 5. ANCHOR REQUIREMENTS: �� •WOOb:#12 WOOD SGREWS 4•� r- +CMU:3t26'ITW TAPCOSJS � �� +tONCRETE:3l26•ZiW TAPCONS �' • F- •METAL•12-14 SELF-DRILLSNG SCREWS(C,RADE 5) N ' � U> :, 6. INSTALLATLON SUBSTRATES: � * � � �'y� •., , •WOOB ANCHORS SHAl.t.HAYE A MIN.EMBEbMEFlT OF I-i!2'd,EDGf DI5TANLE OF 1".WOOD SHAIL BE A1ZN.5.6.=4.55. ��i�¢j?�"' '��•4 � •NOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT QF 3-il4`d E06E DISTANtE OF 2-i/2'.NpLL4W CMV SHAl.L ANGLE CClP ��i�� '�� BE MEDIVM WEIGHT CONFORMING TO ASTM C 90. A4UMINUM b063-T6 cv i: .LONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMEN7 OF 1-3/4'6 EDGE DISTANCE OF 2-1/2".CONGRETE SHA4L BE ,,, m� m� J� MUST BE USED IN PAIRS �u^� MIN.4000 FSI. �p Z � � •ME7AL ANtHORS SNAI.4 NAVE�1 MIN.(3)THREADS PENETRA'12QtJ BEYOND METAL STRUCTURE.STEEL SHALL BE MIN. a d o 18 6A.(0.045"THICK)33 KSI YIE4b.ALUMINUM SHA4L BE MIN.1/6°THICK ALUMINUM 6068-T5. DWC6#: � NOTE:SEE SHEET 3 FOR SPECIFZC� C A 5 Q�b . tLTP TYPES AND DIMENSIONS. SHEET° 8 OF i l, .�