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{___ • 3100 STRUCTURAL MULLION LOAD TABLE(PSFJ ��o°��,,�� !�R;�., � � �I � � w� wz .��C. "� �� rrbeuraRrwwm ,O.•��W •.,yy=- � � �. 28" 3�° 32" 34�� 3B' 38" 46.• 4Z° 4t�r 46" 48" 50" 54" ��r& o o�J�ci M � 76" 64.43 60.62 57.29 5A.36 51.77 49.45 47.35 ,. 45.42 4365 4200 40.48 39.06 36.51 _�,=j;,� ��( oi d=?4� Z. GLAZING GLAZING 72" 70.94 67.37 64.29 61.60 59.26 5714 55.17 53.33 St.fi1 49.75 47.93 46.24 43.20 �tl1i; Z 4+?p� m �1O PRODUCT PRODUCT 70" 73.47 64.82 66.67 63.93 61.52 59.31 57.2A 55.32 53.52 51.83 50.25 48.�6 46.03 %V'�. �y`:�=m� �� 68" 7fi.19 7245 69.23 66.44 63.93 61.60 59.44 57.43 65.54 53.78 52t3 50.57 47.72 �� '•-. . ''�,�� '�� J OtD67 o �� 66" 79.t2 75.29 7200 69.t3 66.49 64.05 61.79 59.67 57.70 55.85 54.12 52.49 49.52 ��i�� *�P. `�� N>M°i �� 6 4" ffi.2 8 7&3 7 7 5.0 0 7 2 0 0 6 9.2 3 6 6.6 7 6 4.2 9 G 1.0 7 6 0.0 0 5 8.6 6 5 6.2 5 5 d.5 5 5 1.4 3 ��/�lll 111 � Z o m o �� 62" 85.71 81.70 78.23 75.W 72.56 fi9.46 66.96 64.p 624fi 60.42 58.52 66.73 53.47 I � v`�o� � 60" 89.44 85.33 81.70 78.37 75.29 7245 69.82 61.37 6508 6295 60.95 59.08 55.65 t $ � Z o Z v � 58" 93.51 89.27 85.43 81.51 78.66 75.67 7289 70.31 67.90 6566 69.56 61.a9 57.99 � ° �o �m c w 56" 97.96 93.51 89.d4 85.77 82.29 79.12 76.19 73.47 70.94 68.57 66.36 64.29 60.50 JM a N� m a a� Z 54" 102.81 �98.08 93.77 89.82 88.20 82.85 79,75 76.86 74.20 71.71 69.38 67.19 63.21 g � � y52" 108.0� 103.04 98.46 94.Z7 90.42 98.86 83.60 80.56 P.73 75.10 72,64 70.33 6fi.13 € a Z W 1 t W2 x 50" 113.78 106.42 103.55 99.10 95.01 91.25 87.77 84.55 81.66 7&7T 76.17 73.73 69.29 �w � TRIBUTARY WIDTH = o qg�• �pp,p0 114.29 109.Q9 104.35 100.00 96.00 92.31 BB.B9 85.71 8276 80.00 77 42 72.73 0° .�rd � � 46" 1�.00 120.OQ 115.14 110.08 105.45 101.19 97.2fi 93.62 90.25 87.11 84.18 81.44 76.47 � d4" 120.00 120.00 i20.W 116.36 _ 111.d1 106.86 102.67 98.80 95.21 91.87 88.75 85.84 80.56 �� „, {--W��W2� 4x' 1Z1.00 120.00 12tr.0� 120.00' 117.97 11�.11 109.fi3 tOd.49 100.66 97.09 93.T! 90.67 85.05 0 00 � 40" 120.00 120.00 120.00 120.00 120.00 120.00 115.20 110.77 106.fi7 10286 99.31 96.00 90.OD � W� � � 38" 120.00 120.00 120.00 120.00 120.00 tt0.00 120.0� 117,73 113.33 70925 105.45 101.90 95.48 � m� � 36" 120.00 120.00 120.00 120.00 120.00 120.00 1D].00 120.00' 120.00 11&36 " 112.28 108.47 101.59 �� 34" 120.00 120.00 120,00 120.00 120.00 120.00 120.00 120.00 120.00 12Q00 119.96 115.64 108.42 � GLAZINC GLAZING Z m ¢� � PRODUCT PRODUCT a`D 32" 12J.ao 12o_ao 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 12a.00 11s.13 � � o� d; �� 3P" 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 � � 2�,�, GLAZING o 11 p8" 120.00 120.00 120.00 120.00 120.00 120.00 1�.00 120.00 120.00 120.00 120.00 120.00 120.00 F � < �� PRODUCT �� 26" 120.00 120.�0 120.W 120.00 120.00 120.00 12D.�� 120.00 ]20.00 120.00 120.00 120.00 120.00 � o o jz �g 24" 12D.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 �I� � �U � INSTRUCTIONS FOR USE OF THE MULLION LOAD TABLE. a a � i. DEfERMINE THE DESIGN LOAD REQUIREMENT FOR THE PARTICULAR OPENING AS ��c� � SPECIFlED BY 7HE BUILDING DESIGNER (ARCHITECT OR EN�INEER OR RECORD). � 2. FOR THE PARTICULAR OPENING, DEfERMINE THE TRIBUTARY WfDTH AND MULLION � SPAN. REFERENCE THE SKETCHES ON THIS SHEEf FOR MULLION SPAN AND � � TRIBUTARY WIDTH DEfERMINATION. � � 3. IN THE FlRST COLUMN OF THE TABLE, LOCATE THE MULLION SPAN. IN THE FIRST ROW OF 7HE N� o TABLE. LOCATE 7HE TRIBUTARY WIDTH. AT THE INTERSECTION OF THE ROW CONTAINING THE '� MULLION SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, RCAD THE MULLION LOAO W� o � RATING GIVEN IN PSF. THE'MULLION LOAD RATING MUST BE EQUAL TO OR GREATER 7HAN THE � � DESIGN LOAD REQUIREMENT DETERMINED IN STEP 1 ABOVE. ��`+ ,�i 00 � ��- W� a � Q o� o �a � n >> z a � -- m 9 FOR ANCHORING GLAZING PRO�UC7S TO THE MULLfON, ANCHOR SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF �,�w Q d � � THE FOLLOWING: o�o ; 0 1� SUBSTITUTE (1 FOR 1) 1/4'-14 SELF-DRILLING SCREWS FOR THE FASTENERS SHOWN IN TNE �~p a � � � INDIVIDUAL GL4ZING PRODUCT APPROVAL. N�z ° oa�:12/11/08 z Q 2. SUBSTITUTE /�8-18 PANHEAD SELF-DRILLING SCREWS FOR THE FASTENERS SHOWN IN THE scue NTS � � INDIVIDUAL GIAZING PRODUCT APPROVAL MAXIMUM FASTENER SPACING ALLOWED IS 6" FROM EACH m END AND AT 15" O.C. MAX. SPACING. owc.er: DWS d cnK.e+': LFS 3 - NOTE. A MINIMUM OF 3 THREADS OF THE SELF-ORILUNG SCREWS MUST PR07RUDE THROUGH THE WALL OF THE owwwc No.: � � MULLION. THIS SECTION VIEW IS SHOWN FOR ILLUSTRA7IVE PURPOSES; OTHER FRAME SECiIONS OF FLORIDA APPROVED FL-12078.1 0 SECTION THRU MULLION & FRAME WINDOWS BY ALSIDE WINDOWS CAN BE USED IN THIS FASHION. N s+� 3 ov 4 � � - - d