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<br /> _ �- -- 3100 STRUC.TURAL fl?ULL/ON LQAD TA,BLE �__--=-- ```o��t�* u���';____ __ ____-
<br /> �W���W2� _ ��ri:��. _ .�` . N �.
<br /> TA(BUTARY WIDTH ��Q�• .. ��.v.�--
<br /> ��• • •�j� �
<br /> �~_II �' ?�" 300 32" 34" 35' 38" 40" 42" 44" .46"..,. 48" 5p'+ SS' _r:� � tp�';'��M. ,
<br /> �� _ ._ ._� 76" 64.43 60.62 57.29 54.36 51.7I -09.45 47.35 45.42 43.65 4200 40.48 39.OB 36.b1 . _V:� .p�( �;Q=?��
<br /> 7z" 70.94 673T. 64.29 61.60 59.26 57.14 b5.17 53.33 61.61 49.75 47.93 46.24 43.20 �ff1;� o 'z� m
<br /> z:' GLAZING �;I vuiNG-- z t'c'g`O� � dm
<br /> 4� PRODUCT PRADUCT 70" 73.47 89.82 fi8.67 69.93 61.52 59.31 57.2A 55.32 5352 01.83• SU25 48.78 46.03 �V". =rij� �,u��;�
<br /> � ' 68" 76.19 7245 69.23 66,4q 63 93 61,60 59.44 5l.4J 55,54 53,78 52.13 $0.67 47.72 . �����''•.,,,,,,,,. ''�j��� �-o m m �
<br /> Q �� 66" 79.12' 75.29 7200 69.13 68.49 64.05 61.78 S�.6T 5Z.70 fiS85 54'.12 52.43 49.52 �4�� * � `��\�' � N>i.j m
<br /> J� 64" . 8228 78.37 75.00 7200 �69.23 �86.67 64.29 R.07 60.00 5&08�., 56.?S 54.55� 51.43 ��/(It �tt � o ro�i
<br /> �� _ _., , ' 62" 85.71 89.70 7823 75.07 72.t6 89:a6 6fi.96 &1.63 624fi 60.42 68.52 66,73 53.47 . � �` °N o
<br /> � 60" 89.44 85.33 81.70 78.37 75.29 7245 59.82 87.37 65.06 `6295 60.95 59.08 55.65 ��� � 9 "Z o=v
<br /> � ' _ 58" $3.51 89.27 85.43 81'.91 78.66 75.67 72.89 70.31 &7.90 8566�•. 63.56 61.59 57.99 .l. e�y�, 9 0`o a
<br /> 56" 97.96 9351 H9.44� • 85.77 82.29 79.�2 76.19 73.4T 7094 68.57 66.36 6429 60.50 . h; a N p m"d a m
<br /> � 54" 102.S1 �8d08 93.77 • 89.,82 8620 92.85 78.75 7E,86 74.20 74.7t 69.38 67.19 -�C3.21 �4 �",,'�' � _.
<br /> ' y 52" 106:07 ' 103.Q4 96.a6 94.27 80.42 6.88 83.60 80.56 7Z73 75.t0• 72.&! ]0.33 68.t3 € o z° �
<br /> y�ry �. 4V2 , = 50" 11�,78 106.42 � 103.55 89.10 , 95.01 9f:25 87.77 84.55 81.56 7&77 78J7 73,73 69.28 . 9� p�
<br /> TRIBUTARY WIDTH = 0 48" 12P.00 'I14:29 109.Q9 1 4.35 100.00 86.0 9231 88.08 85.71 8276 80.00 77.A2 72.73 0 �d-'•b�
<br /> 2 � 46" 120.06 120.00 11514 110.06 105.45 101.19 97.26 93.fi2 9Q25 87.11.. 84.18 81,44 78.47
<br /> �-'-�� _F � ' � 44" 12(1.00 t20.00 120.W . f16.36 11t.41 106.66 10287 9d.8Q 95.21 91,97 BB.75 85.84 80.56 . z ��
<br /> Wt -W2 42" ]?A.06 1ZQ.D0 12R.00 i2Q.OQ 117.97 t73.11 108.63 104.49 100.66 97.-09 93.P 90.87 85.0 0 00
<br /> �' . 4p" 12¢.00 120.U0 120.06 120.00 120.00 120.00 11520 110.77 106.67 10�.86. 99.31. .96.00 90.00 � �v
<br /> � 98" 120:00 120.00 120.00 120.0p 120.00 120.00 �120.00 117,T3 . 113,33 109.25 105.45 101.90 95.4H . � - mQ¢
<br /> 7 36" 17f1.00 i20.00 120.pD� 120.00 120.00 120.OQ 12f1.00 120.00' 120.00 11&36 f12.28 108.47 101.59 - �-�
<br /> � , $4" 1a1.OD 120.00 120.00 120.00 120.OD 120.OU 120.00 120.00 720.OD 12Q.00• 119.94� 115.84 108.42 � � ��
<br /> '��' GLAZING GIAZING ,Q'; - � m ovvi
<br /> J PRODUCT PRODUC7• a� 32" ' 120.00 120.00 120.00 120.00 120.00 120.00 ia].00 120.06 120.00 120.00 120.06 120.OR 116.13 �, � �
<br /> a '�^ 30' �20.0o tzo.00 tzo.00 i2o.00 t2o.00 �zo.00 t�a.00 tzo.no tzo.ao i2a.oa i2o.ao t2a.00- i2o.Op � - N z�
<br /> c�aziNc z n ys�� �m.00 �zo.00 �zo.00 izo.00 �zo.00 �zo.ao �20.00 �zo.00 �za.00 �zo.00. �zo.00 �zo.00 �zo.00 � � ��
<br /> � PRo�ucr. - - - .�- - � o }z
<br /> - ,..�� 26" t20.ao tzo.ao 1zo.00 120.00 tzo.00 tzo.ao 120.00 12o.oa 120.00 12o.ao 120.00 120.oa 120.00 � o
<br /> � II �� za^ �an.00 izaoo �zo.00 �zo.00 �za.00 tzo.00 izo.oa izo.00 �zo.00 �za.00 izo.00 �zo.00 �zo.00 o� � �c�.,
<br /> m � INSTRUCTIONS FOR USE OF THE MULLION LOAD TABLE: °' a
<br /> ; 1. DEfERMINE THE DESIGN LOAD REQUIREMENT FOR THE PART(CULAR OPENING AS -��m
<br /> � SPECIFlED BY THE BUILDING DESIGNER (ARCHITECT OR ENGWEER OR REC'ORD).,.
<br /> � _ , 2. FOR THE PARTICULAR OPENING, DETERMINE THE TRIBUTARY WIDTH AND MUWON - - �
<br /> g SPAN. .RE'FERENCE 7HE SKETCHES ON THIS SHEET FOR MULLION SPAN AND '�
<br /> = TRIBUTARY WIDTH DETERMINATION. - - � �
<br /> � - 3. IN THE FlRST COLUMN OF 7HE TABLE, LOCATE THE MULLION SPAN. IN THE FlRST ROW OF THE y� I
<br /> o TABLE, I.00ATE THE TRIBUTARY WIDTH. AT 7HE INTERSECTION OF THE ROW CONTAININC THE �
<br /> � MULLION SPAN AND THE COLUMN CONTAINING THE TRIBUTARY WIDTH, READ.iHE„MUCLION LOAO w o o I
<br /> � - � RATING GIVEN IN PSF. THE MULLION LOAD RATING MUST BE EQUAL TO OR GREATER THAN THE- N �
<br /> o "" ' DESIGN LOAD REQUIREMENT DETERMMED IN STEP 1 ABOVE --�N ,�i
<br /> "-�, , ,, _ o� � I
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<br /> '� o o "a� ri I
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<br /> _ � �'��� FOR ANCHORING GLAZING PRODUCTS TO THE MULLION, ANCNOR SIZE AND SPACING SHALL BE AS SPECIFIED IN ONE OF v��w �
<br /> e � p' THE FOLLOWING: __ ��o �
<br /> a Y--.. - _.,...�r-.=.:_� o
<br /> o ' " ' 1. SUBSTITUTE (1 FOR 1) 1/4"-14 SELF-DRILLING SCREWS FOR THE FASTENERS SHOWN IN THE .��- ��� o
<br /> � � � INDIVIDUAL GLAZING PRODUCT APPROVAL � ` ��z o
<br /> . DAtE I2 I� OS Z
<br /> z 2. SUBSTiTUTE �8-18 PANFfEAD SELF-DRIl1.ING SCREINS FOR THE FASTENERS SHOWN IN THE o
<br /> � _- - -- . un�: ._MTS -+
<br /> INDIVIpUAL GLAZING PRODUCT APPROVAL MAX(MUM FASTENER SPACING ALLOWED IS 6" FROM EACH S
<br /> n'�. � ' H � _ END AND AT 15" O.C. MAX. SPACING. -. .••• owc.er� DWS m
<br /> _.. ._ cHK.er: LFS 3
<br /> •� NOTE: A MINIMUM OF 3 7HREADS OF THE SELF-DRILLING SCREWS MUST PR07RUDE 7HROUGH THE WALL OF 7HE oaAvnNa No: �
<br /> g MULIION. THIS SEC710N VIEW IS SHOWN FOR ILLUSTRATIVE PURPOSES; OTHER, F,RAME SECiIONS OF FLORIDA APPROVED FL-12078.1 �
<br /> 5 SECTION THRU MULLION & FRAM�_ , - WINDOWS BY ALSIDE WINOOWS CAN BE USED IN THI$ FASHION. - N
<br /> ` s+�r. 3 or 4 �
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