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DECK TO <br /> 5/8"Q� 6"oc ANGLE � <br /> ca�a <br /> I I �+- <br /> ,^ � <br /> � JOIST TO BEAM Q ' � � <br /> L3x3x1/4 „ ANGLE TO JOIST <br /> 3/16 4 1/4"TOP PLATE L6x3 TO <br /> CONT. TYP. L3x3x1/4 3/16 1" JOIST �- <br /> L2x2x1/4 SOT. CONT. TYP. DECK ;� <br /> � FLANGE BRACE , , ,. �� TO L3x3 � <br /> N 3/16 2" MIN. DECK PER PLAN 3/16 2" MIN. DECK PER PLAN � 5/8 �l 9 oc ' DECK PER PLAN � <br /> � <br /> `- DECK PER PLAN � � <br /> N <br /> PER PLAN ' PER PLAN � PER PLAN � PER PLAN <br /> .�--- _�--- .�--- �_-- -------- -------- --- � o <br /> � <br /> ._ <br /> � � <br /> z � � <br /> ( � � L6x3 TO L <br /> i I WF 3/16 2" - �Q ' <br /> I I � <br /> I i — <br /> � � � � 3/4" MAX. � <br /> I I BEAM PER PLAN � <br /> 3/16 � <br /> K JOIST � � K JOfST K JOIST K JOIST � <br /> BEAM PER PER PLAN � , � PER PLAN � PER PLAN PER PLAN Q <br /> PLAN COLUMN BEAM PER PLAN L6x3 1/2x5/16 (L.L.H.)STRUT C <br /> PER PLAN VERT. LEG AS REQUIRED TO <br /> MAINTAIN FULL 6" LEG WIDTH <br /> DECK TO ANGLE 1/4 1 1/2-12 5/8"0 6"oc TYPICAL MAX SPACING @ 8'-0'bc • � <br /> 1/4 1 1/2-12 5/8"0 6"oc O � � <br /> PER PLAN PER PLAN � � <br /> _ ; N � � N <br /> �-- -- �-- o � = a � � o � <br /> r •� c� � c� �'J o � ' <br /> BEAM PER HSS 4x2 1/2x1/4 <br /> BEAM PER HSS 4x2 1/2x1/4 PLAN B�OCKING co <br /> PLAN BLOCKING <br /> BETWEEN JOISTS BETWEEN JOISTS � � ��� � <br /> M <br /> �� � � f� O <br /> DETAIL BETWEEN JOISTS DETAIL BETWEEN JOISTS a� ��� <br /> a � <br /> ''�wr � .' � o z <br /> o �+� <br /> SECTION SECTION SECTION SECTION �����. �'����� w <br /> o� � Q <br /> 1 3!4"= 1'-0" � 3/4" = 1'-0" � 3/4" = 1'-0" � 3/4"= 1'-0" � � <br /> � <br /> V <br /> _ � <br /> OC � <br /> W - <br /> � <br /> a <br /> � <br /> W <br /> � � � <br /> � � � <br /> O � � <br /> � U� � <br /> � W <br /> � � W <br /> � <br /> � <br /> s <br /> � <br /> v <br /> s M <br /> U � <br /> � � <br /> o- N <br /> ,M�, <br /> r- tn <br /> N <br /> co M <br /> r- <br /> I � <br /> rn <br /> N O <br /> o GREATER THAN 6" <br /> N <br /> TOP CHORD SEE NOTES N Q , <br /> � PANEL POINTS OO W <br /> (TYP.) JOIST TOP CHORD OPEN WEB CONCENTRATED LOAD CL PANEL POINT 4 - N <br /> o �_ _ _ _� STEEL JOIST _ Q N <br /> � � V � <br /> I O � <br /> co I � N • � <br /> � I <br /> N <br /> /TYP. E.E. tA <br /> ° --E�►-{ OF ANGLE a � <br /> � _ _ �t3Y M.B.S. � � J <br /> F- <br /> o SEE"DIAGONAL v a <br /> �° 9O 2O O 4O OO BRACE DETAIL" <br /> CL PANEL POfNT ONE ADDED ANGLE Q W , <br /> � BOT. CHORD PANEL JOIST BOT. CHORD � E.S. OF JST. BY M.B.S. W W � <br /> � POINTS (TYP.) J <br /> � <br /> � J F o <br /> N 1� HANG WITHIN 6"OF ANY UPPER PANEL POINT FOR"K"SERIES JOIST. GREATER THAN CONCENTRATED (j� <br /> 2� HANG WITHIN 6"OF ANY LOWER PANEL POINT FOR"K" SERIES JOIST. LOAD (n � - p <br /> � �3 TRAPEZE BETW�EN ANY PANEL POINTS. 6" SEE NOTES O Z _ <br /> � 4O ADD AN ANGLE E.S. TO STIFFEN THE BOTTOM CHORD SEE DIAGONAL BRACE DETAIL � � = W <br /> � <br /> OO ADD AN ANGLE E.S. TO STIFFEN THE TOP CHORD SEE DIAGONAL BRACE DETAIL. NOTE: � W U Y <br /> w NOTES: 1.) WHERE CONCENTRATED LOADS ARE SUPPORTED BY JOISTS CHORDS AND U U J <br /> 1.) DO NOT CUT OR DRILL ANY JOIST MEMBER. ARE LOCATED MORE THAN 6" FROM A PANEL POINT CL REINFORCE THE <br /> � 2.) THIS DETAIL IS APPLICABLE TO SUPPORTING MECH. EQUIPMENT, SPRINKLER JOIST WITH AN ADDED ANGLE (E.S. JOIST) EXTENDING FROM THE POINT W Z Q Q <br /> � PIPES, ETC. LOAD THE THE NEAREST PANEL POINT ON THE OPPOSITE CHORD. � Q M <br /> � 3,) JOIST MANUFACTURER TO ACCOUNT FOR ABOVE LOADING ON JOIST DESIGN. 2.) REMOVE LOAD FROM JOIST PRIOR TO WELDING ANGLE. �-1- J 4 `- <br /> / 3.) ADDED ANGLES &WELDS BY M.B.S. O <br /> � ALLOWABLE METHODS & LOCATIONS FOR - <br /> N <br /> O <br /> _ � SUPPORTING LOADS FROM OPEN WEB STEEL JOIST DIAGONAL BRACE DETAIL W � <br /> � (TYPICAL U.N.O. ON M.B.S. DRAWINGS) (TYPICAL U.N.O. ON M.B.S. DRAWINGS) U <br /> � � S5 . 2 <br /> % SECTION SECTION o <br /> J <br /> NTS NTS <br />