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i . 3100 STRUCTURAL MULLION LOAD TABLE(PSF) F^W1---{�W2� TRIBUTARYWIDTN _ � I •' 2g�. 30,� J2.� �„ �� 38�. ��. 42.. ,��. �.. �.. (ip.. C�q" n C � � 76" 64.43 6D.62' S7.29 54.36 51.77 49.45 4�.35 45.42 43.65 4200 4�.48 39.06 36.51 i n 5 m� � �72" 76.25 71.78 67.07 64.-03 61.38 58.64 56.14 53.83 51.71 49.75 47.93 A624 43.20 LL m w m Z GLAZING GIAZING 70" a3.2G 78.3s 7a.15 70.41 67.10 64.08 61.33' S8.81 5s.48 54.33 5234 50.49 47.'I5 ��? z°�Z �n PRODUCT PRODUCT 66" 97.15 85.85 81.23 77.16 73.52 70.20 67 17 64.40 61.84 59.48 57.29 55.26 51.60 �o�3_� a ' 6G" 100.08 9428 89.23 84.78 80.76 � �1'I 73.77 70.71 67.89 65.29 6288 60.64 56.67 �>� s� S p n �64,• 108.62 103.44 98.33 93.42 88.97 84.92 81.23 T7.65 14.73 71.86 69.20 66.73 '6228 0°n m 2 o E -'� 62" 713,14 107.85 103.2Z 99.10 9525 91.G9 ' 2ff;38 85.31 8244� 79.32 76.38 73.Cr1 ,68.71 19 � „Z a-' N �� 6 0" �i B.O f i 1�2 C r 1 1 0 7.8 5 �0 3.4 4 9 9.3 9 9 5.6 4 9 2.1 6 8 8.9 3 8 5.9� 8 3.�0 6 0.4 6 ' 7 7.9 8 7 3.4 6 " $ ?m �j 58" 120.00 ��7.83 112.77 108.12 103.83 99.88 " 96.21 92.61 89.63 86.67 83.90 8130 76.55 n g c o � � 56" 120.00 120.00 118.06 173,14 168.62 104.44 10D,57 9('i.96 93.64 90.51 87.59 84:86 79.87 � m�� o° z 54" -120.00 - �20.00 120.00 116.57 1'13.78 109.36 '105.27 '101.48 97.95 94.66 91.58 88.69 -83.44 � �� - N 52" 120.00 120.� 120.00 120.00 119.36 �74.68 110.35 �06.34 10261 99.�3 95.88 . 9284 8i.29 V � �� z 50" 120.00 120.00, 120.00 120.Q0 'I20.00 120.00 1'I5,8u 111.61 107.G6 '103.98 100.54,:, 97.32 - 91,47 p 48" 120.00 120.00 120.00 120.00 '120.00 120.00 120.00 117.33 113.14 � 109.24 105.60 102'19 '96.00 0 � 46,• .120.00 120.00 12Q.00 120.00 120.00 '120.0� '120.00 120.00 119.13 114.98 111.'12 107.50 100:94 g 44" 120,00 '120.00 120.00 �20.00 120.60 120.00 120.00 'IZ0.00 120.00 120.00 '1'17'IS 113.31 '106.34 �� W7 + W2 42" 120.00 120.00 120.00 120.00 120.00 12D.00 120.00 120.00 120.00 720.00 12D.00. 119.69 '' 1��27 0 op TRIBIIrARY WIDTH = q0'• �20.OD 720.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 116.80 � Wc,�.� 2 38" 120.00 120.00 � 120.00 120.00, 120.00� 12a.00 '120.00 120.00 120.00 120.00 12R00 120.00 '120,00 � �� 36" 120.00 720.00- 120.00 120.00 120.00 120.00 120.00 '120.00 120.00 120.00 120.00 120.00 120,00 � r-3W 34" 120.00 120.00 120.00 120.00 120,00 120.00 120.00 12a.00 120.00 120.00 120.00, 120.00 '120.00 � � �� 32" 120.Q0 120.00 'I2A.00 120.00 120.00 120.00 120.00 120.00 120,00 'I20.00 i20.00 120.00 120.00 � m o� JO" 120.00 120.00 120.00 120.00 120.00 12�.00 120.00 120.00 120.00 1R�.00 120.00 120.00 120.00 � � W 28" 120.00 120.00 120.D0 i20.00 120.00 � 120.00 120.00� 120.00 120.00 "120.00 120.00 120.00 120.00 ` °� 7 26" 120.D0 120.00 120.00 120.00 120,00 120.00 �120.00 120.00 120.00. 120:00 920.00 120.00 1iVJ.00 c`'i o o jZ 24" 120.00 120.00 120.00 120.00 720.00 '120.OD 120.00 120.00 120.00 12D.00 120.00 120.W 12D.00 a �,°-� � �c�.� � T fNSiRUCTIONS FOR USE OF THE MULLION LOAD TABLE: � I 1. DEfERMINE THE DESIGN LOAD REQUIREMENT FOR THE PARTICULAR OPENING AS �m , SPECIFIED BY THE BUILDING DESIGNER'.(ARCHITECT OR ENGINEER OR RECORD). rv GLAZING GLAZINCa ¢c 2. FOR THE PARTICULAR OPENING. DEfERMINE THE TRIBUTARY WIDTH AND MULLION � PRODUC7 PRODUCT �� SPAN. REFERENCE THE SKETCHES ON TH1S SHEET FOR MULLION SPAN AND C GLAZING Z II TRIBUTARY WIDTH DETERMINA710N. o PRODUCT ° 3. IN 7HE FIRST COLUMN OF THE TABLE, LOCATE THE MUWON SPAN. IN THE FIRST ROW OF THE � 0 7� TABLE, LOCATE THE TRIBUTARY WIDTH. AT THE INTERSECTiON OF 7HE ROW CONTAINING THE � � MULLION SPAN AND THE COLUMN CONTAfNING THE 7RIBU7ARY WIDTH, READ THE MUWON LOAD o 0 g RATING GIVEN IN PSF. THE MULLION LOAD R471NG MUST 8E EQUAL TO OR �REATER THAN THE � �� DESIGN LOAD REQU(REMENT DEfERMINED 1N STEP 1 ABOVE. N � 0 0 u z „ q 0 0� o g , ' z � . $ � FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR SIZE AND SPACING SHALL BE AS SPECIFlED IN ONE OF m rW.. Q o Q e- g` � � THE FOLLOWING: 'o � u 0 1. SUBSTITU7E (1 FOR 1) 1/4°-14 SELF-DRILLING SCREW.�'i FOR THE FASTENERS SHOWN IN THE �o v o � � INDfV10UAL GLAZING PRODUCT APPROVAL. Z a�:12 11 08 z 2. SUBSTIME �/8-18 PANHEAD SELF-DRILLING SCREWS FOR THE FASTENERS SHOWN IN THE y.�. �S o � 1NDIVlDUAL GLAZING PROOUCT APPROVAL MAXIMUM FASTENER SPACING ALLOWED IS 6" FROM EACH � fND AND AT 15" O.C. MAX. SPACING. D1'`�•�` �� m � c�oc,er: LFS 3 � NOTE: A MINIMUM OF 3 THREADS OF TNE SELF-DRILLING SCREV45 MUST PROTRUDE 7HROUGH THE WALI OF THE oaau�NC uo. a s MULLION. TNIS SECTION VIEW IS SHOWN FOR ILLUSTRA7IVE PURPOSES; OTHER FRAME SEC7lONS OF FLORIDA APPROVED � � FL-12078.1 ^ SECTION THRU MULLION & FRAME WINDOWS BY ALSIDE WINDOWS CAN BE USED IN THIS FASHION. °� � sr�r 3 or 4 � � a