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DESIGN PRESSURE LIMRS FOR 2"x 6°MUWON(PSF) ONE-WAY MULLIONS �� Eas�er� SPAN TRIBUTARY WIDTH'W� :��K�pw� �� 18" 24" 30" 36' 42" 48" 54" 60" evirc►+a 24" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 MULLION � e�shrw�aamEawu.svs�s 10070 UVAAIA RpAD MULLION FT•MYE0.5.fL 779U 36" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 2.ppp° na(eao��:.::w rx��x�yluv.z�u 48" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 L � � � �m WI f � m 60" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 "� #�� 72" 200.0 200.0 200.0 200.0 200.0 197.0 186.8 180.1 I I � �� d��^ 84" 200.0 200.0 200.0 191.0 171.5 157.6 147.5 140.1 wi I--wz--1 0•250' ��s p�[fi� 96• zoo.o zoo.o �ae.s 161.6 �oa.� 131.3 �z�.s 114.6 pNE-WAY MULLION DIAGRAMS w�x� �m�� 108" 200.0 197.0 162.7 140.1 124.2 112.6 103.8 97.0 ��O1 wo m s m� w S��R °t �t� Wl.W2 6.000' t .ui o TRIBUTARY WIDTH= Z � w a� DESIGN PRESSURE LIMITS FOR 2"x 6"MULLION(PSF) d � � TWO-WAY MULLIONS SPAN TRIBUTARY WIDTH'W' � �� 18" 24" 30" 36" 42° 48" 54" 60" �--, o 24" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 MULLION m MULLION � 36" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 � � 48° 200.0 200.0 P00.0 200.0 200.0 197.0 175.1 157.6 Z � 0.250° eo^ zoo.o zoo.o zoo.o zoo.o iso.i is�.e iao.i ize.i w, 2"X 6"MULLION � z . 72'=-200.0--200.0--200.0--175.1__150.1__13L3_116.7__SO5.1_ O 84" 200.0 200.0 180.1 1501 126J 112.6 100.1 90.1 I ALUMINUM-6005=T5 - -H�-ggg��------ - - - 96" 200.0 197.0 157.6 1313 312.6 98.5 87.6 78.8 w� ��-+ - � N . ioa�� zoo.o i�s.i iao.i iie.� ioo.i aze ��.a �o.o TWO-WAY MULLION DIAGRAMS � o r�s�NOres: QUALIFIED ANCHOR CLIPS 1. SEE SHEET 1 FOR INSTRULTIONS ON USING TABlFS.SEE SHEETS 2-4 FOR TYPICAL • • • • INSTALLATION METHODS&0.IP DETAII,S. Z 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEF THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. `�� c a��A,�� 4. SEE SHEET 3 FOR SPECIFIC GLIP DIMENSIONS. `�� ,.•j•• •., �Yj i 5. ANCHOR REQUIREMENTS: � •WOOD:#12 WOOD SGREWS �•• � •CMU:3/16`ITW TAPCONS ' Q •CONLRETE:3/16"ITW TAPLONS LL • ~ � N: � •METAL:12-14 SELF-ORILLING SCREWS(GRADE 5) y ; 6. INSTALLATION SUBSTRATES: � � � � �i�L'•., .WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2'6 ED6E DISTANCE ��j� �" ' '��F � OF 1' WOOD SHALL BE MIN.S.G:0.55. ANGLE CLIP ��i y *p�0�� •HOLLOW CMU ANLHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4'6 EDGE ALUMINUM 6063-T6 �v j: DISTANCE OF 2-1/2".HOLLOW CMU SHALI.BE MEDIUM WEIGHTCONFORMING ., m� �' 70 ASTM C 90. MUST BE USEO IN PAIRS �iii � Y� �� •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEOMENT OF 1-3/4'6 EDGE o 0 0 �_ DISTANCE OF 2-1/2" CONGRETE SHALI.BE MIN.4000 PSI. DWG#: •METAL ANLHORS SHALI.HAVE A MLN.(3)THREADS PENETRATION BEYOND EA 5056 , METAL STRUCTURE.STEEL SHALL BE MIN.18 6A.(0.045'TF(ICK)33 KSI YIELO. NOTE:SEE SHEET 3 FOR SPECIFZC , ALUMINUM SHAU.BE MIN.1/B°THICK nI.UMINUM 6063-T5. CLIP TYPES AND DIMENSIONS. SHEET: A OF 11 7 •, - - �