Laserfiche WebLink
LOWER/FRAMER PLATE <br />E.N.-50% TO EACH PLATE <br />2X OR WIDER STUD <br />EDGE NAILING <br />POST W/ HOLDOWN OR STRAP <br />3X OR WIDER STUD <br />SHEATHING <br />1 <br />2" MIN. <br />3 <br />8" MIN. <br />1 <br />8" MIN. GAP <br />5 16 <br />" <br />M <br />I <br />N <br />. <br />1/ <br />2 <br />" <br /> <br />M <br />I <br />N <br />. <br />5 <br />8" MIN. <br />D <br />1 <br />1 <br />D/ <br />4 <br />D/ <br />6D <br />D D/ <br />6 <br />2" <br />MI <br />N <br />. <br />2" <br />MI <br />N <br />. <br />D/ <br />3 <br />MA <br />X <br />D <br />10 <br />(2)16d <br />FACENAIL <br />STUD TO <br />HEADER <br />3XBLK'G TYP. <br />STRAP WHERE OCCURS <br />ON PLAN <br />SEE SHEAR TRANSFER <br />SECTION OR PLAN <br />MIN PLATE SPLICE <br />4'-0" W/(8) 16d <br />U.N.O. ON PLAN <br />C OFL <br />SUPPORT <br />OUTER 1/3 <br />OF SPAN <br />AT TOP OR <br />BOTTOM <br /> MIDDLE 1/3 <br />OF SPAN <br />NO NOTCHES <br />ALLOWED <br />U.N.O. <br /> OUTER 1/3 <br />OF SPAN ONLY <br />AT TOP OR <br />BOTTOM <br />NOTCHING <br />OUTER 1/3 <br />OF SPAN <br />(2) HOLES MAX <br />MIDDLE 1/3 <br />OF SPAN <br />NO BORING <br />ALLOWED U.N.O. <br /> 2X LARGEST <br />BORE DIA. MIN. <br />NOTE:BEAMS REQUIRING MORE <br />THAN ONE NOTCH MUST HAVE <br />APPROVAL OF THE STRUCTURAL <br />ENGINEER. <br />NOTE: PLACE BORED HOLE <br />@ CENTER OF DEPTH OF BEAM <br />OR JOIST IF POSSIBLE. CONTACT <br />STRUCTURAL ENGINEER FOR <br />EVALUATION OF BORED OR <br />NOTCHED BEAMS OR JOISTS <br />PRIOR TO MODIFICATION OF <br />FRAMING MEMBER. <br />BORING <br />FRACTION <br />OF JOIST <br />D/6 <br />D/3 <br />2X6 2X8 2X10 2X12 2X14 <br />7/8"1-1/8"1-1/2"1-7/8"2-1/8" <br />1-1/4"2-3/8"3"3-3/4"4-3/8" <br />40%D MAX. STUD <br />WIDTH NOTCH <br />60%D MAX. STUD <br />WIDTH BORE <br />NON-BRG. STUDS EXT. & BRG. STUDS <br />40%D MAX. STUD <br />WIDTH BORE <br />25%D MAX. STUD <br />WIDTH NOTCH <br />FRACTION <br />OF STUD <br />25%D <br />40%D <br />60%D <br />2X4 2X6 2X8 <br />7/8"1-3/8"1-7/8" <br />1-3/8"2-1/8"3" <br />2"3-1/4"4-1/4" <br />NOTE: NOTCH AND BORE <br />NOT TO OCCUR ON SAME <br />STUD WITHIN 36" OF EACH <br />OTHER <br />ST6224 STRAP @ PLATE <br />BREAK U.N.O. NAIL STRAP <br />W/ 16d SINKER OR 10d <br />COMMON NAILS. APPLY STRAP <br />EQUALLY TO EACH TOP PLATE <br />NOTE:STRAP IS TO BE <br />APPLIED TO TOP OF TOP <br />PLATES.SHIM GAP IN TOP <br />PLATES AS REQ'D. <br />ST6224 STRAP @ PLATE <br />BREAK U.N.O. NAIL STRAP <br />W/ 16d SINKER OR 10d <br />COMMON NAILS. APPLY STRAP <br />EQUALLY TO EACH TOP PLATE <br />NOTE:STRAP IS TO BE <br />APPLIED TO TOP OF TOP <br />PLATES.SHIM GAP IN TOP <br />PLATES AS REQ'D. <br />STUD WALL <br />ST6224 STRAP @ PLATE <br />BREAK U.N.O. NAIL STRAP <br />W/ 16d SINKER OR 10d <br />COMMON NAILS. APPLY STRAP <br />EQUALLY TO EACH TOP PLATE <br />NOTE:STRAP MAY BE <br />APPLIED TO TOP OR FACE <br />OF TOP PLATES. SHIM GAP <br />IN TOP PLATES AS REQ'D. <br />STUD WALL <br />5 <br />8" MIN. <br />D <br />BORED OR NOTCHED BM. OR JOIST BORED OR NOTCHED STUDS17 13 <br />INTERIOR NON-BEARING STUD WALL FRAMING 14 <br />TOP PLATE BREAK <br />2 <br />EXTERIOR & INTERIOR BEARING SHEAR WALL FRAMING 15 SHEARWALL AT INTERSECTING WALL 11 <br />BORED OR NOTCHED TOP PLATES SHEAR WALL NAILING12 TOP PLATE SPLICE8 4 <br />16d SHORT NAIL @ 16" O.C. <br />W/(2) MIN. @ EACH BREAK <br />AND MIN. (8) AT EACH SIDE <br />OF UPPER TOP PLATE BREAKS. <br />NAIL FROM BOTTOM AT 3X <br />UPPER TOP PLATE. <br />PROVIDE NAILING AT EACH SIDE OF BREAK IN THE UPPER <br />TOP PLATE AS CALLED FOR ON THE PLANS OR PROVIDE <br />THE ALTERNATE STRAP APPLICATION AS NOTED ON THE PLANS <br />OR AS NOTED IN THE SCHEDULE BELOW. THE NAILS MAY BE <br />INSTALLED IN THE PORTION OF THE TOP PLATES BETWEEN <br />THE UPPER AND THE LOWER BREAK IN THE TOP PLATES. <br />PROVIDE NAILS BETWEEN UPPER AND LOWER TOP PLATE BREAK <br />BREAKOR PROVIDE STRAP ALTERNATE IF LAP LENGTH IS NOT SUFFICIENT <br />FOR PROPER NAILING WITHOUT SPLITTING OF THE PLATE MATERIAL. <br />BREAK IN LOWER <br />PLATE (SPECIAL <br />NAILING NOT <br />REQUIRED) <br />PROVIDE STUD OR <br />CRIPPLE FRAMING <br />AT LOWER BREAKS. <br />STUD WALL <br />PER PLAN <br />BREAK IN <br />TOP PLATE <br />NOTE: NAILING MAY BE PERFORMED FROM THE TOP OR THE BOTTOM OF THE PLATES. NAILING <br />SHOWN IN THIS DETAIL IS INDICATED FROM THE TOP FOR CLARITY OF THE DETAIL INSTRUCTIONS. <br />NAILED SPLICE <br />16d SHORT NAIL @ 16" O.C. <br />W/(2) MIN. @ EACH BREAK <br />AND MIN. (8) AT EACH SIDE <br />OF UPPER TOP PLATE BREAKS. <br />NAIL FROM BOTTOM AT 3X <br />UPPER TOP PLATE. <br />LAP IN THE PLATES SHALL BE ADEQUATE FOR STRAP AT FACE <br />OF TOP PLATES, OTHERWISE THE TOP APPLICATION IS TO BE USED. <br />ALT:STRAP AT FACE OF <br />PLATES BEYOND BREAKS AT <br />EACH SIDE OF UPPER TOP <br />PLATE BREAK <br />STRAP PER PLAN OR <br />SCHEDULE TO TOP <br />OF PLATES. <br />BREAK IN UPPER <br />TOP PLATES. <br />PROVIDE STRAP <br />EQUALLY TO TOP <br />OF PLATES AT <br />UPPER PLATE <br />BREAK <br />STUD WALL <br />PER PLAN <br />BREAK IN LOWER <br />PLATE (STRAP <br />NOT REQUIRED) <br />PROVIDE STUD OR <br />CRIPPLE FRAMING <br />AT LOWER BREAKS. <br />STRAP SPLICE <br />ALTERNATE PLATE SPLICE SCHEDULE <br />NO.NAILS EACH SIDE OF BREAK ALTERNATE STRAP OPTION <br />8-16d SHORT NAILS <br />12-16d SHORT NAILS <br />16-16d SHORT NAILS <br />20-16d SHORT NAILS <br />24-16d SHORT NAILS <br />A <br />B <br />C <br />D <br />E <br />SIMPSON ST18 OR CS16 X 20" LONG <br />CS16 X 26" LONG <br />SIMPSON MSTA36 <br />SIMPSON MSTC28 <br />SIMPSON MSTC40 <br />NOTE:USE 16d SINKER OR 10d COMMON NAILS @ ST STRAPS. PROVIDE FULL NAILING <br />W/ MIN. 2" LONG 8d COMMON NAILS OR 16d SHORT NAILS @ CS16. <br />EDGE NAILING STAGG'D <br />TYP.@ PANEL EDGES <br />SHEARWALL PER PLAN <br />3 <br />8" MIN. <br />3 <br />8" MIN. <br />TYP. <br />SHEARWALL PER PLAN <br />SHEATHING <br />STUD AT END OF PANEL- <br />USE 4X POST AT HOLDOWN <br />1 <br />2" MIN. <br />3 <br />8" MIN. <br />1 <br />8" MIN. GAP <br />3 <br />8" MIN. <br />TYP. <br />3 <br />8" MIN. <br />SECTION THRU STUDS <br />SHOWING 3X FRAMING <br />@ 2" O.C. E.N. <br />SECTION THRU STUDS <br />SHOWING 2X FRAMING <br />@ GREATER THAN 2" O.C. E.N. <br />2-2X PLATES @ <br />GREATER THAN <br />2" O.C. E.N. <br />2-2X PLATES @ <br />2" O.C. E.N. <br />UPPER PLATE <br />4" O.C. @ PLATE TO PLATE <br />STUD WALL PER PLAN <br />E.N.PER PLAN <br />3 8" <br />M <br />A <br />X <br />. <br />SHEARWALL <br />PER PLAN <br />SHEARWALL <br />PER PLAN <br />3 8" <br />M <br />A <br />X <br />. <br />3 8" <br />M <br />I <br />N <br />. <br />1/ <br />2 <br />" <br /> <br />M <br />I <br />N <br />. <br />SECTION THRU PLTS. <br />SHOWING 2X OR 3X <br />SILL PLATE <br />3 8" <br />M <br />A <br />X <br />. <br />5 16 <br />" <br />M <br />I <br />N <br />. <br />1/ <br />2 <br />" <br /> <br />M <br />I <br />N <br />. <br />(2)16d @ 8" O.C. TYP <br />E.N.TYP.POST PER PLAN (2)16d @ 8"O.C. <br />TYP <br />CORNER W/ POST CORNER W/ POST <br />(2)16d @ 8" O.C. TYP <br />B.N. NAILING TYP <br />CORNER W/O POST INTERIOR W/O POST <br />E.N.TYP. <br />60%D MAX. STUD <br />WIDTH BORE. PROVIDE <br />MIN.ST-22 OR STRAP PER <br />TOP PLATES SPLICE AT 50% <br />OR LARGER BORED HOLES. <br />PLATE CUT THROUGH <br />FOR PIPE OR VENT <br />SIMPSON FHA SERIES <br />STRAP @ EACH PLATE <br />ON EACH SIDE AT NON- <br />DRAG WALLS ONLY. <br />CONSULT W/ STRUCT. <br />ENGR.FOR EVALUATION <br />PRIOR TO CUTTING TOP <br />PLATES. <br />40%D MAX. STUD <br />WIDTH NOTCH <br />EXTERIOR & INTERIOR <br />BEARING & NON-BEARING WALLS <br />3 8" <br />M <br />I <br />N <br />. <br />NOTE:NAIL FHA STRAP W/ <br />(4) 16d SINKER OR SHORT <br />NAILS OR (4) 10d COMMON <br />NAILS AT EACH END. <br />FRACTION OF <br />STUD <br />40%D <br />60%D <br />2X4 2X6 2X8 <br />1-3/8"2-3/8"3" <br />2"3-1/4"4-1/4" <br />PROVIDE DOUBLE <br />KINGSTUD WHERE <br />OPENING <br />EXCEEDS 6'-0" <br />HEADER PER <br />SCHEDULE <br />U.N.O. ON PLAN(2)20 d FACENAIL <br />THRU ONE PLATE <br />TO STUD* <br />2x STUDS <br />@ 16" O.C. <br />SEE PLAN <br />2x BLOCKING @ <br />4'-0" HEIGHT W/ <br />(2)16d TOENAIL <br />EACH END <br />2X TRIMMER <br />AND KING STUD <br />PRESSURE <br />TREATED <br />SILL PLATE <br />(2)20d TOE NAIL EA. <br />SIDE OF STUD* <br />TOP OF SLAB <br />OR SHEATHING <br />3" MIN. <br />9" MAX. <br />SIMPSON A34 TYP <br />WHERE SHOWN <br />16d FACENAIL <br />@ 12" O.C. <br />MULTIPLE STUD <br />5/8"Ø X12" A.B PER <br />SH.W. SCHEDULE <br />OR 4'-0" O.C. MAX <br />(SEE NOTE 3) <br />NOTE: <br />1.HEADERS, KINGSTUDS AND OTHER <br /> REFERENCES ON PLAN GOVERN <br /> OVER TYPICAL DETAIL <br />2.SEE SHEARWALL PLYWOOD NAILING <br /> DETAIL FOR ADDITIONAL INFORMATION <br />3.AT WOOD FRAMED WALLS USE <br /> SILL CONNECTION PER SHEARWALL <br /> SCHEDULE <br />*: IF SHEAR WALL TYPE IS <br />USING (2)--16d IN LIEU OF (2)--20d NAILS <br />FOR STUD END NAILS. <br />HEADER SCHEDULE (SEE NOTE 1) <br />OPN'G WIDTH HEADER <br />4x6 <br />4x8 <br />4x10 <br />UP TO 6'-0" <br />6'-0" TO 8'-0" <br />8'-0" TO 10'-0" <br />PROVIDE <br />DOUBLE <br />TRIMMER <br />AT OPNG'S <br />GREATER <br />THAN 8'-0", <br />OR IF <br />GREATER <br />THAN <br />4x8 <br />HEADER SCHEDULE (SEE NOTE 1) <br />OPN'G WIDTH HEADER <br />4x4 <br />4x6 <br />4x10 <br />UP TO 4'-0" <br />6'-0" TO 8'-0" <br />8'-0" TO 10'-0" <br />NOTE: <br />1.HEADERS, KINGSTUDS AND OTHER <br /> REFERENCES ON PLAN GOVERN <br /> OVER TYPICAL DETAIL <br />2.INSTALL 1x6 DIAGONAL LET-IN BRACE <br /> AT 25'-0"AND AT EACH END IN ALL <br /> WALLS NOT PLYWOOD SHEATHED, <br /> MAXIMUM SLOPE OF DIAGONAL SHALL <br /> BE 2 VERTICAL TO 1 HORIZONTAL. <br />3.NAIL SILL PLATE TO WOOD FRAMED <br /> FLOORS WITH 16d @ 12" O.C. TO <br /> BLOCKING BELOW SHEATHING. <br />SEE NON-BEARING <br />PARTITION ANCHORAGE <br />DETAIL FOR CONNECTION TO FRAMING <br />MIN PLATE SPLICE <br />4'-0" W/(8) 16d <br />U.N.O. ON PLAN <br />HEADER PER <br />SCHED <br />U.N.O.ON PLAN <br />(2)16 d FACENAIL <br />THRU ONE PLATE <br />TO STUD <br />2x STUDS <br />@ 16" O.C. <br />SEE PLAN <br />2x BLOCKING @ <br />4'-0" HEIGHT W/ <br />(2)16d TOENAIL <br />EACH END <br />2X TRIMMER <br />AND KING STUD <br />PRESSURE <br />TREATED <br />SILL PLATE <br />TOP OF SLAB <br />OR SHEATHING <br />(2)16d FACE NAIL OR <br />(2)8d TOE NAIL EA. <br />SIDE OF STUD <br />3" MIN. <br />9" MAX. <br />SIMPSON A34 TYP <br />WHERE SHOWN <br />16d FACENAIL <br />@ 18" O.C. <br />MULTIPLE STUD <br />FULL LENGTH <br />0.145"Ø POWDER DRIVEN <br />ANCHOR W/1 3/8 WASHER <br />AND 1" EMBEDMENT AT <br />24" O.C. AND 6" FROM <br />END OF PLATE(SEE NOTE 3) <br />(2)16d <br />FACENAIL <br />STUD TO <br />HEADER <br />16 <br />Sheet <br />Date: <br />Scale: <br />PROJECT: <br />Job <br />Drawn by: Mace <br />Sheet Title <br />BYREVISIONS <br />AS SHOWN <br />29 <br />2 <br />3 <br /> <br />W <br /> <br />R <br />A <br />Y <br />M <br />A <br />R <br /> <br />S <br />T <br />R <br />E <br />E <br />T <br />AT <br />T <br />A <br />C <br />H <br />E <br />D <br /> <br />A <br />C <br />C <br />E <br />S <br />S <br />O <br />R <br />Y <br /> <br />D <br />W <br />E <br />L <br />L <br />I <br />N <br />G <br /> <br />U <br />N <br />I <br />T <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />4 <br />08-17-2024 <br />SD1 <br />TYPICAL DETAILS <br />7 <br />1 <br />2 <br />3 <br />4 <br />5 <br />NO. <br />PANEL <br />WALL <br />SHEAR <br />W/ 10d COMMON <br />1/2" STRUCT. 1 PLYWD./OSB <br />PANEL <br />OR 16d <br />5/8" x 9" LAG SCREWS <br />SIMP. SDS 1/4"Ø x 6" OR <br />FLOOR PLATE FASTERNERS <br />OR 16d <br />5/8" x 9" LAG SCREWS <br />SIMP. SDS 1/4"Ø x 6" OR <br />FLOOR PLATE FASTERNERS <br />FACE <br />SIDE <br />ONE <br />SIDE <br />ONE <br />SIDE <br />ONE <br />SIDE <br />ONE <br />SIDES <br />TWO <br />SIDES <br />TWO <br />SIDES <br />TWO <br />NAILING @ PANEL <br />EDGE FIELD MEMBER <br />EDGE FASTERNERS <br />SIZE SPACING <br />PLATE <br />SIZE <br />EXTERIOR <br />TYPE SPACING TYPE SPACING <br />INTERIOR FASTERNERS <br />SIZE SPACING <br />5/8"Ø x 3/4"Ø ANCHORS <br />ANCHOR BOLTS @ SILL PLATE <br />(PLF) <br />SHEAR <br />ALLOWABLE <br />(PLF) <br />SHEAR <br />ALLOWABLE <br />6" <br />4" <br />4" <br />4" <br />6" <br />4" <br />4" <br />6" <br />8" <br />3" <br />8" <br />8" <br />8" <br />SDPWS-15SDPWS-15 <br />STAGG. <br />3" <br />STAGG. <br />2" <br />STAGG. <br />3" <br />STAGG. <br />2" <br />12" <br />12" <br />12" <br />12" <br />12" <br />12" <br />12" <br />MIN. <br />3x <br />MIN. <br />3x <br />MIN. <br />3x <br />MIN. <br />3x <br />MIN. <br />3x <br />MIN. <br />4x <br />MIN. <br />4x <br />16d <br />SDS <br />1/4"Ø <br />SDS <br />1/4"Ø <br />SDS <br />1/4"Ø <br />SDS <br />1/4"Ø <br />LAG <br />5/8"Ø <br />LAG <br />5/8"Ø <br />MIN. <br />2x <br />MIN. <br />3x <br />MIN. <br />3x <br />MIN. <br />3x <br />MIN. <br />3x <br />MIN. <br />3x <br />MIN. <br />3x <br />LTP4 <br />LTP4 <br />LTP4 <br />LTP4 <br />LTP4 <br />A35 <br />A35 <br />16" <br />16" <br />2 SIDES <br />8" <br />2 SIDES <br />8" <br />A35 <br />A35 <br />A35 <br />A35 <br />A35 <br />A35 <br />A35 <br />8" <br />8" <br />8" <br />16" <br />16" <br />2 SIDES <br />8" <br />2 SIDES <br />8" <br />5/8" Ø <br />5/8" Ø <br />5/8" Ø <br />5/8" Ø <br />5/8" Ø <br />3/4" Ø <br />7/8" Ø <br />FOR 2x <br />32" <br />32" <br />16" <br />16" <br />16" <br />16" <br />16" <br />MIN. <br />2x <br />MIN. <br />3x <br />MIN. <br />3x <br />MIN. <br />3x <br />MIN. <br />3x <br />MIN. <br />3x <br />MIN. <br />3x <br />340 <br />510 <br />665 <br />870 <br />1020 <br />1330 <br />1740 <br />475 <br />715 <br />930 <br />1217 <br />1430 <br />1860 <br />2435 <br />SHEAR PANEL SCHEDULE <br />SILL PLT. <br />SIZE (SEISMIC)(WIND) <br />2 1/2" <br />MIN. <br />2'-0" MIN. <br />3" CLR. <br />3" CLR. <br />1/2" MIN. <br />2" TO 3" <br />SPACING <br />RAISED FLR. FTG. SLAB FTG. <br />NAILING PATTERN AT PANEL JOINT <br />(FOR 2" AND 3" NAIL SPACINGS) <br />SHEAR PANEL SCHEDULE 1 <br />NOTES: <br />PLYWD. SPLICE <br />3x BLKG @ <br />EDGE NAILING <br />EDGE NAILING <br />2 ROWS OF <br />PANEL EDGE <br />3x STUD @ <br />PLATE <br />3x BOT. <br />(U.N.O.) <br />3x BLKG. <br />TOP PLATES <br />CONT. DBL <br />EDGE NAILING <br />2 ROWS OF <br />PLYWD. SPLICE <br />3x BLKG @ <br />PLATE <br />3x BOT. <br />PER PLAN <br />FLOOR JOIST <br />PER PANEL SCH. <br />SILL PLATE W/ A.B. <br />3x PRESS. TREATED <br />CONT. DBL TOP PLATE <br />2x STUDS @ 16" O.C. <br />FIELD NAILING <br />2 ROWS OF EDGE NAILING <br />EDGE NAILING <br />FLOOR JOIST PER PLAN <br />PANEL EDGE <br />3x STUDS @ <br />EDGE NAILING <br />FIELD NAILING <br />PER PANEL SCH. <br />SILL PLATE W/ A.B. <br />HOLDOWN IF REQ'D <br />PLYWD. <br />PANEL JOINT <br />3x MIN. @ <br />FLOOR SHEATHING, TYP. U.N.O. <br />PROVIDE MINIMUM 3 IN. PENETRATION INTO MEMBERS BELOW 10. <br />USE 3x AND TREATED SILL PLATE AT CONCRETE SURFACES,TYP.9. <br />ALL NAILS SHALL BE COMMON NAILS, TYP.8. <br />A MINIMUM OF 5d CONCRETE COVER AND 10" MIN. EMBEDMENT. <br />ALL ANCHOR BOLTS AT EDGE OF CONCRETE SHALL HAVE7. <br />ENDS AND EDGES. <br />AND A MINIMUM 1/2" EDGE NAILING DISTANCES AT PANEL <br />OF THE CONNECTING MEMBER FOR SHEAR PANEL <br />PANEL EDGE AND AT LEAST 3/8" FROM THE EDGE <br />NAILS SHALL BE PLACED AT LEAST 3/8" FROM6. <br />USE PLT. 1/4"x3" SQ W/ 5/8" & 3/4" DIA. A.B.5. <br />MORE THAN 1-5/8". <br />COMMON NAILS ARE SPACED 3" O.C. PENETRATE FRAMING <br />EDGES. WHEN NAIL SPACING IS 2" O.C. OR WHEN 10d <br />NAIL SHALL BE STAGGERED IN TWO LINES ALONG PANEL <br />WALL FRAMING TO BE MIN. 3x MEMBER AT PANEL EDGES.4. <br />3. FOR HOLD DOWN ANCHOR (HD) SEE PLAN & DETIAL <br />PLYWOOD WITH MIN. 5-PLY. <br />ALL PLYWOOD SHEAR PANELS TO BE 1/2" STRUC I2. <br />SEE FRAMING PLANS FOR LOCATION OF SHEAR PANELS1. <br />NO SCALE <br />6 <br />SHEARWALL SCHEDULE <br />2/2/2025 <br />DIGITAL