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�--.�-�<-ti . ---Y--. -- ...,.-r.-'._-_� .� -------- ' ... _ - -- -- -------- � I� � _. . - ��l\ ll/� -- -- ------- w� WZ ... 3100 STRUCTURAL MULLfON LOAD TABLE(PS�• ��.�`�� „ ,�;'�, TRBUTARYWIDTH �� ••• • �''�'�� �Q� � � � •- zs• �o• rr u• ss• se• w• 4r u� �s^. � r� u• =Z'�' � o�"o� 76' 64.43 fi0.82 5729 54.36 51.77 49.45 47.35 45.42 43.65 42.00 40.48 39.06 36.51 _(,: a iC a�=��.• GL4ZING GLAZING .. _.. •_ 72' 7625 77.78 67.87 84.43 61.39 58.fi4 56.14 53.83 57.71 49.75 47.93 4624 . ..a320 �N,�7 Z ��0� - °i N^ _PRODUCT PRODUCT- 7p- 83.� 78.39 T4.75 70.41 67.10 64.08 81.3:i 58.et 5s.48 _Si.33, 5234 50.49 a7.�e %W�. ' �� `�'' � � �: �'c oi.� 68" 91.15 BS.BS 8123 T718 73.52 7020 fi717 64.40 61.84 59.48 S/.29 5526 51.fi0 ��'••...........•�jg�� o m m �� --� ' &{' 110.20 1�03?88 98.33 93.42 88.97 84.92 81.23 7T.&5 74.73 _71.8fi. 69.20 66.73. 6228 ','��II*111 ��```` ._.Z o m o �� - 62' 120.00 114.78 108.� 10323 98.30 93.81 69.71 85.96 ,6251 79.32 76.38 73.84 68.71 � �9 �-N Z 4 � - -' ' 60• 120.00 120.00 120.00 114.44 108.95 103.95 99.39 95.22 91.38 B7.B4 84.5T 81.53 76.08 � o E�- z m o v 68• 120.00 120.00 120.00 120.00 120.00 115.58 110.48 105.63 101.55 9T.60 93.95 90.58 84.4fi � e�a 9 p t a - - 66" 12(1.00 120.00 120.00 720.00 120.00 120.00 120.00 118.05 11284� 108.03 103.53 99.38 9202 (ti a N� 'm�d a� - -` ' 2 �{" 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 116.18 iN.34 106.88 98.96 � LL � - � R 62" 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 _120.00 120.00 115.28 108.72 E o z TRIBUTARY WIDTH = W1 + W2 _ Z � i20.00 120.00 12(1.00 120.00 120.00 120.00 120.OU 120.00 120.00 120.00 120.00 120.00 115.43 o c�I � 2 � j 18" 120.00 120.00 120.00 120.00 120.0� t20.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 0° �d , I6' 120.00 720.00 120.0) 120.00 120.00 120.00 120.00 120.00 120.00 .120.U0. _120.00 120.00 120.00 �-W1 W2 '- = f µ" 12q.00 120.00 120.00 120.00 12q.00 120.00 120.00 120.00 720.00 120.00 120.00 120.00 120.00 Z � I �� _J - _.. ._ 4Y 120.00 120.00 120.00 120.00 1N1.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 0 �� � I . .� �0" 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 720.00 .120.00 120.00 120.00 120.00 j J= 9 3t� 120.00 120.00 120.00 120.00 120.00 120.00 12(1.00 120.00 120.00 12q.00 120.00 120.00 120.00 -� mQZ m 36" 120.00 12(1.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 120.00 ~¢ `�, GLAZING GIAZING ¢: _ 74• 120.00 120.00 120.00 120.00 120.00 t20.00 120.00 120.00 120.00 .120.00 120.00 120.00 120.00 � � o� PRODUCT PRODUCT. ,a.� 92^ 120.00 120.00 120.00 120.00 12o.ao 120.00 120.00 1zo.o0 120:00 120.00 120.00 120.00 tZo.00 ._ c� � �c� ,.Q�, �� 30" 120.00 120.00 120.00 120.00 120.00 12b.00 120.00 12Q.00 120.00 120.00 120.00 120.00 120.00 � N z�' PRODUCT - . . �X - - �' 120.00 120.00 120.00 120.00 120.OD 120.00 120.00 120.00 120.00 _120.00 120.00 120.00 120.00 F� � Jo '° •� 26" 120.00 120.00 120.00 120.00 120.W 120.00 120.00 12D.00 120.00 120.00 120.00 120.00 120.00 � o o �3 � �� 2{" 120.00 120.00 12q.00 120.00 120.00 120.00 720.00 120.00 120.00 12(1.00 120.00 120.00 120.00 o r%� � o, ,� I NS T RUC TIO NS FO R US E O F T H E MULL ION LO AD TABLE: ' "' _ a ¢a �3 - i. DETERMINE THE DESIGN LOAD REQUIREMENT FOR THE PARTICULAR OPENING AS ��m o SPECIFIED BY THE BUILDING DESIGNER (ARCHITECT OR ENGINEER OR RECORD). _ , � 2. FOR THE PAR7ICULAR'OPENING, DETERMINE THE TRIBUTARY WIDTH AND MULLION ' � � SPAN. REFERENCE THE SKETCHES ON THIS SHEET FOR MULLION SPAN AND - � �� TRIBUTARY WIDTH DEfERMINATION. a � 3. IN THE FIRST COLUMN OF THE TABLE, LOCATE THE MULLION SPAN. IN 7HE FlRST ROW OF THE '- o '"' ""` �" TABLE, LOCATE THE TRIBUTARY WIDTH. AT 7HE IN7ERSECTION OF THE ROW CONTAINING THE �" �� a MULLION SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ THE�MULLION LOAD d� o � ' ` " R.4TING GIVEN IN PSF. THE MULLION LOAD R471NG MUST BE EQUAL TD OR'GREATERMTHAN THE -_I I`I I�NI � m - - • DESIGN LOAD REQUIREMENT DEfERMINED IN STEP 1 ABOVE. _ � . � � � - - - �� � _ ' "' �¢ � o� - - a a a a ' ' - » ? � FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCHOR SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF �a�� Q � � � THE FOLLOWING: . ,., o�o � � 1. SUBSTITUTE (1 FOR 1) 1/4"-14 SELF-DRILLING SCREWS FOR THE FASTENERS SHOWN IN THE _ N�o � INDIVIDUAL �LAZING PRODUCT APPROVAL. Z Q ' on�:12/11 08 ? � .. ._ 2. SUBSTITUTE #8-18 PANHEAD SELF-DRILLING SCREWS FOR THE FASTENERS SHOWN IN THE �, MS o � INDIVIDUAL GLAZING PRODUCT APPROVAL. MAXIMUM FASTENER SPACING ALLOWED IS 6" FROM EiCn m � - END AND AT 15" O.C. MAX. SPACING. _. . �Wo•�� DWS - CHK.Bh -LFS ; � 'g - '"' '- NOTE: A MINIMUM OF 3 THREhDS OF THE SELF-DRILLING SCREWS MUST PROTRUDE THROUGH THE WALL OF in� oeavnNc No.: a � MULLION. THIS SECTION VIEW IS SHOWN FOR ILLUSTR.4TIVE PURPOSES; OTHER FRAME SECTIONS OF FLORIDA APPROVED FL-12078.1 0 y - SECTION THRU MULLION & FRAME - - WINDOWS BY ALSIDE WINDOWS CAN BE USED IN 7HIS FASHION. N ,�`w_, � - •- SHEET Z OF 4 � d . .,