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LOAD TP,BLE 1.0 LOAU TABL.E 2.0 LOAD TABLE 3.0 ow�.�.s. o.c«m e.. wV(IUUU 4R%IUUN <LLOWABIE PRESSUR: vaXIUUN 4A%IUUN ALLOwABIE PRESSURE uA%IUU� uuXlulJU q��p�ynu�c uo35J.°.E !.!f�XIL•US' �.AX:�UY ,.�LO'�A6lE��tiiURE 1 I xm: •� � IAUUJON L0/10 (+/-P5� MUWON LOAD (+/-PS� YUWON LOAD (t%-PSFJ 61ULLION LOAD (+/-PS� ��^�NY» �`�TH ��T� AlL CONNELTION$ ��TM ��TM WrtH CONNEC110N5 W1if7 CONNFCTIONS ��{ ��TM 1NTN COVNELTIONS MIITH CONNECTi0N5 ��TH ��TM WITH CONNECTONS N7TH CONNECT10N5 (IN.) (IN.) I�N�) �W) AI,Bl.C.D OR E n2 OR B2 ��N'� ��N'� Al,B7. C,0 OR E A2 OR 82 (INJ pN,) q� BI.C.D OR E A2 OR B2 � l4a 18 29.6 ]6 21.] 21.3 144 24 18.5 78.5 72 50.7 }7.1 � �32 2M1 24.0 �Z� SO Y5.5 25.5 78 2a.6 24.6 66 SS.S a0.7 , 78 32.0 24 �7.9 31.9 30 79.2 79.2 60 fiO.B 44,8 �6 21.3 IB �2.5 42.5 132 24 24.0 24.0 60 54 67.6 49,8 I �ZQ 30 25.5 54 19.5 19.5 1B 32.0 32.0 yZ 70.0 64.0 24 31.9 48 21.9 21.9 36 273 21.3 18 42.5 42 75.0 �.D 720 30 25S 25.5 38 70.0 70.0 _ �� 54 19.5 108 3fi 29.2 29.2 24 3t.9 31.9 60 67.6 49.8 4B 27.9 30 35.0 35.D 78 42.5 42.5 54 54 70.0 55.3 42 25.0 24 47.8 43.8 54 79.5 79,5 4B )0.0 62.2 106 36 29.2 18 58.4 58.4 48 21.9 21.9 42 70.0 )0.0 � 30 35.0 72 20.8 20.8 a2 25.0 25.0 60 70.0 56.^ -24 -43.8- -66� 227 227 f08 36 29.2 " 29;2 � 54 J0.0 622 18 58.4 60 24.9 24.9 30 35A 35.0 48 70.0 70.0 72 20.8 54 27.7 27.7 24 43.8 43.8 42 60 70.0 64.0 66 227 48 37.2 312 18 58.4 SB.4 SG )0.0 70.0 60 . 24.9 96 42 35.6 35.fi 72 20.8 20.8 36 60 70.0 70.0 F 54 27.7 3fi i1.5 57.5 6fi 22.7 '7,2.7 () 48 31.2 30 49.9 49.9 60 24.9 24.9 a 96 02 75.6 24 62.3 62.3 54 27.7 27.7 � Z 36 41.5 21 70.0 7D.0 48 311 31.2 I � W� 3o as.9 72 252 25z 96 s2 35.s 35.e INSTRUCTIONS FOR TABLE USE: Z F W�o0 1. DETERMINE THE MULLION LENGTH & LOAD WIDTH o � �N o 24 fi2.} 66 27.5 27S 36 415 415 I-�.-. USING THE APPUCABLE ELEVATION ON SHEETS 1 & 2. � o v�u� 21 �0.0 60 30.J 1D.3 30 49.9 49.9 d I n zs.2 sa 33.fi 33.6 za 67..3 62.3 2- DEfERMINE REOUIRED WIND PRESSURE FOR THE z � ZaN 66 275 90 48 37.8 37.8 27 7�A 70.0 OPENING. o V Q �p 60 30J a2 a1.z a3.2 72 x52 ia.9 3. DETERMINE THE CONNECTION NPE TO 6E USED. � �g� sa 77.e 16 so.a so.a 66 2�s z�2 4_ FlND THE APPLICABLE PRESSURE FOR THE � S Nwv so as 3�.a So eo.5 so.s so :03 2s.s CONNECTION TYPE BEING USED. � w °a1O 42 43.2 25 70.0 70.0 54 3].6 331 W d J6 50.4 72 51.0 ]1.0 90 48 37.8 37.5 TABLE NOTcS. j � 3o sa.s 6e 33.8 33.a a2 a1.2 az.7 1_ FOR ALL CONNECTION lYPES, SEE SHEEfS 3 & 4 �"' � ` zs �o.o eo a�.z ��.z 36 so.a ae.e FOR DETAIL. � � 72 31.0 54 41.3 47.3 JO 50.5 59.7 Z 4 - �s 338 84 ye 46.5 as.s zs �o.o �o.o Z• �N ORDER TO SIMPLIFY TABLES, TABLE PRESSURES ARE L1MfTE0 TO 70 PSF USE OF THESE MULUONS � � 50 3�.2 az 5�.z s3.z 7z 3i.o Z6-� FOR PRESSURES HIGHER THAN 70 PSF SHALL BE � o ^ 54 41.3 36 62.0 62.0 66 33.8 29.1 Q � aa aa a6S . 37 �o.o �o.o so 3�.z 7x.a REVIEWED UNDER SEPARATE APPROVAL. az s3.2 n 38.7 �a.� sa at3 �s.s 3. THESE LOAD TABLES ARE CERTiF1ED AS CORRECT IN � Z� m sz.o 66 az2 azz ea as 46.5 ao.o CONTENT. HOWEVER, CHOOSING OF THE CORRECT ai 70.o s . . CONNECTION FROM THESE TABLES FOR RS W wQ �z �e.� �a sa si.e si.s as szo 53J SPECIFIC USE IS THE RESPONSIBILfTY OF THOS U .+ 66 az2 ae � sai sai �o �o.o sa.o THE TABLES AND SHOULD BE VERIFIED BY THE o �v¢�� so 46.5 az 66.4 66.4 v �o.o �o.o BUILDING OFFlCIAL OR A FLORIDA CERi1FlED ENGINEER. o w¢ �a sa ste 39 �o.o �o.o �z 3a.7 2s.� z a g� q8 SB.1 72 49.2 44.9 66 422 31J 3 � W� 42 66.4 66 53.7 48,5 60 S65 34S � �Z?o iD 39 70.0 72 60 59.1 53.3 54 51.6 J8.3 } W¢'-n N 72 49.2 54 65.6 59.3 78 48 58.1 41.1 �j w U�o m a fi6 53.7 48 )0.0 66.) 42 fi6.4 49.2 �NZ��° 72 fi0 59.1 45 70.0 70.0 36 ?0.0 57.4 � N 3U 54 65.6 72 63.9 48.5 30 70.0 689 N n 4B 70.0 66 69.7 52.9 29 70.0 70.0 $3 Y 66 66 70.0 66 60 70.0 5&2 72 422 31.7 54 70.0 64.6 66 4fi1 339 Eb�6fCB9@3p�A� �.i 49 70.0 J0.0 60 50.7 3�J `oaa P �{a�Z ayr P d �2 70.0 51.3 72 54 56� 415 ,,>�Fi•a.. _ �'✓/��i�, Z o n 60 66 70.0 58.2 48 633 46.7 q<(` ,• �' , �_� o N � 60 70.0 64.0 42 70.0 53.3 o Q":� 'n � y.Y';��. a �° 54 70.0 70.0 76 70.0 622 �L °'" � O O:i�,`.. � Ni J2 70.0 59.3 32 )0.0 70A .a U, '_ � � � O�Z-, � �W 54 66 70.0 64.6 72 46.1 ]3.9 � :w r �' rJ� V Zd 60 70.0 70.0 66 50.7 ]lA d�j:� p fA'�� � 72 70.0 66.7 60 55.3 40.7 a,2 a� ?' e G� �. y se �o.o �o.0 66 sa si.a ass °>�,`'�y'• .o..o.. '`k�i'`9` � 45 J2 70.D 70.0 48 59.1 509 t (S' � � � 3 az �o.0 58.2 .` b'M �Pt'`0ae ow,wwc N0. REV. �s �o.0 67.9 POjfe�+�esat�� 1865 aa �o.o �o.0 5"�T"o. 5 �F 5