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� <br /> � 18'MAX. (FOR GABLES) MAX. HORIZ. OFFSET OF MANSARD SPLICE IS <br /> 45'MAX. (FOR MANSAROS) �SS L�EN MAX.3LOPE �30'�EVER IS L=3Xh (18"MIN.) �NIFRNAL GUSSET <br /> SHOWN W/SCREW <br /> � MAX. HORIZ. OFFSET OF MANSARD SPLICE IS . • • PAT7ERN - <br /> . 1/4 ALLOWABLE SPAN OR 6' WHICNEVER IS � <br /> LESS, WHEN MAX. SLOPE s 45'+ � � <br /> . \� , . . � � . . h MlN.) � I <br /> . . h-1/2' <br /> BEA M 2 X � h <br /> 2 X S.M.B. S M.B. �EX7ERNAL <br /> SPLl CE sPucE Pca� <br /> � SLOTTED 2 X ___'s BUTTED TOGETHER <br /> VAR/ES <br /> DE TA lL S OP TION 2 DETAIL �EXTERNAL OR <br /> II 2 X S.M.B. SL 0 TTED 0 l/ER 2 X S M.B. lN TERNAL GUSSET) <br /> OP Tl ON � DE TA lL 1.�SPUCE DETAIL SHOWN MAY BE ROTATED N.T.S. <br /> FOR MANSARD APPUCAAONS Fostner S lice IN. SCREWS EA. HALF OF <br />' N.T S. 2 MAINTAIN MIN. 1/2'FROM SPUCE PLA7F Schedule Plate A. SIDE OF SPUCE PLA7E' <br />, PERlME7E'R TO � OF SCREWS eam ae 7hickness <br /> 3. ALL SPLICE PLA7ES ARE ALUMINUM ALLOY SM.B. OP710N 2 OPAON 1 OPAON 2dc3 <br />' 6063 T-5 x REQUIRED THICKNESS (SEE TABLE) �t10 ,j72 ,y14 ,y10 ,�1Z ,�14 <br />' 4. SPACE ALL SCREWS (3/4'MIN. LENG7H) <br /> 2'[ REC. (OR EQUII!) EA. SIDE EQUALLY AROUND PERlME7ER (STAGGERED 2 X 4 1/4' 8 7 6 16 14 12 <br /> OF BEAM, SECURE W/f�f0 IFKS lF NECESSARY). 2 X 5 1/4' 9 8 7 18 16 14 <br /> 2"MIN. EA. SIDE OF SPLICE � 1" O.C., 5. SPACE�14 � 1'MIN., ,{�12 �3/4'MIN., 2 X 6 3/16' 10 9 8 20 18 16 <br /> STAGGERED 2 X 7 1/B' 12 f0 9 24 20 18 <br /> AND ,/t10 �5/8'MIN. 2 X 8 3/16' 14 12 10 28 24 20 <br /> �� 6. CUT SM.B. TO f7T AGHT ALONG VERACAL 2 X 9 3/16' 17 13 11 34 26 22 <br /> ' ' ' ' ' ' • JOINT AND TOP fZANGES 2 X 9 X.310 1/4' 21 16 12 42 32 24 <br /> • • • • • 7. DRAWINGS ARE N.T.S. 2 X 10 1 4' 26 20 14 52 40 28 <br />' • 2 X— 8. L=3xh (18'MIN.) FOR ALL GUSSET/SPLICES <br /> S.M.B. g, ALL S.M.B. SECAONS SHALL BE SATCHED TOP <br /> • • � & BOTTOM W/,�10 S.M.S. �24' O.C. (MAX.) <br /> SM.B. — SAME SIZE BOTfOM <br /> AS ROOF BEAM W/ �,qNGE W/ <br /> TOP fLANGE REMOVED �ry0 � 6' O.C. <br /> 2 X ___'s BUTTED TOGETHER <br /> OP TION 3 DETAIL (ExrERNa� cussEr) <br /> N.T.S <br /> . -- --- -��._ - = �- -= - = <br /> i <br /> � - - `• " �1`-� <br /> = -_ _ ��`�'_ _- � <br /> = _ - -\ - " � � <br /> _- �� `_ _ 1 :�--_/I_1=__:\� <br /> - - ,IJ_� _!- 1� }'. <br /> ( �: � � � - DA 1/ID NORRIS ENGINEERING <br /> , L..� 112 COLEMAN RD. <br /> W1N7ER HAVEN, FL 33880 <br /> (863) 299—f048 P.E. 32186 Pg. 1-D • <br /> C.A. 8283 <br />