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SCALE <br />- <br />1 <br />RAILING CONNECTION STRENGTHENSCALE 2WOOD POST TOP CONNECTION <br />(E) WOOD BM V.I.F. <br />(E) OR (N) SIMPSON <br />ECCLR/ECCLL COLUMN <br />CAP W/ M.B.'S PER <br />MFR'S SPEC <br />(E) OR (N) WOOD POST <br />V.I.F. <br />(E) SPLICED WHERE <br />OCCURS <br />(E) WOOD BM V.I.F. <br />(E) MST60 <br />(E) OR (N) <br />SIMPSON "CC" <br />COL CAP(E) OR (N) SIMPSON "ECC" <br />END COL CAP <br />(E) OR (N) WOOD POST <br />V.I.F. <br />SCALE 3 <br />NOTE: <br />1.IF THE EXISTING POST IS DAMAGE REPLACE WITH NEW <br />POST TO MATCH EXISTING SIZE AND GRADE. <br />2.IF THE BOLT CONNECTIONS ARE RUSTED OR LOSE MUST <br />BE REPAIRED OR REPLACED TO MATCH EXISTING <br />SIDE VIEW <br />(E)OR (N) 4X POST <br />(E)FLOOR JOIST <br />(N) 2X BLOCKING W/ <br />2-ML24Z EA SIDE <br />(N) HL33 W/ 1 <br />2"Ø THROUGH <br />BOLTS W/ NUTS AND <br />WASHERS EA SIDE <br />(N) VERTICAL RAILING ELEMENTS <br />NOTE: VERTICAL GUARD RAILING MUST BE SPACED AT 4" O.C. THE EXISTING <br />SPACING IS 12.5" SO IT IS RECOMMENDED TO ADD EXTRA VERTICAL RAILING TO <br />MEET THE REQUIRED SPACING PER CODE AS SHOWN BELOW. OR ADD A METAL <br />NET OR ANY OTHER TYPE OF METAL FILLING. <br />(E) FLOOR FRAMING <br />A <br />A <br />(E) 2X STUD WALL <br />(E) FLOOR JOIST <br />(E) STUD WALL TO REMAIN <br />(E) 2X BLOCKING <br />(E) FLOOR SHEATHING <br />DAMAGED BEAM TO BE <br />SISTERED W/ (N) BEAM TO <br />MATCH SIZE AND GRADE OF <br />EXISTING JOIST AND MUST <br />BE PRESSURE TREATED W/ <br />SIMPSON SDS 25600 @ 6" <br />O.C. STAGGERED <br />(N) 2X BLOCKING W/ A35 EA SIDE <br />2 LTP5 (N) TO TOP AND BOTTOM OF (N) 2X BLKG <br />NOTE: <br />ANY DECK BEAM THAT IS DAMAGED, MUST BE <br />REINFORCED WITH SISTER JOISTS AS SHOWN ABOVE. <br />SECTION A-A <br />(E) SHEATHING W/ NAILING PER PLAN <br />(E) DAMAGED BEAM <br />(N) CANT BEAM TO MATCH EXISTING <br />SIZE AND MUST BE PRESSURE TREATED <br />2-ROWS OF 14"Ø X 6" LONG <br />SIMPSON SDS SCREWS @ 6" O.C. <br />FILL-IN WOOD RAILINGSCALE 4 <br />SISTER JOIST REPAIR SYSTEM <br />A <br />A <br />(E) 2X STUD WALL <br />(E) FLOOR JOIST <br />(E) STUD WALL TO REMAIN <br />(E) 2X BLOCKING <br />(E) FLOOR SHEATHING <br />DAMAGED 2X JOISTS TO BE SISTERED W/ (N) 2X <br />JOIST TO MATCH SIZE AND GRADE OF EXISTING <br />JOIST W/ SIMPSON SDS 25300 @ 6" O.C. STAGGERED <br />OR REPLACE WHERE NEEDED TO MATCH EXISTING <br />SIZE AND GRADE <br />BOUNDARY NAIL <br />(E)RIM V.I.F <br />(N) 2X BLOCKING <br />2 LTP5 (N) TO TOP AND <br />BOTTOM OF (N) 2X BLKG <br />(E) OR (N) 2-A35 <br />SCALE SISTER JOIST REPAIR SYSTEM 5 <br />(2) 1/4" X 3" SDS SCREWS <br />MINIMUM, FULLY EMBEDDED <br />INTO SUPPORTING MEMBER <br />(E) DROP BEAM IF DAMAGED MUST BE <br />REPLACED W/ (N) BEAM TO MUST EXISTING <br />SIZE AND MUST BE PRESSURE TREATED <br />(E) POST IF DAMAGED TO BE <br />REPLACED WITH (N) POST <br />MATCHING SIZE AND MUST <br />PRESSURE TREATED <br />(E) POST IF DAMAGED TO BE <br />REPLACED WITH (N) POST <br />MATCHING SIZE AND MUST <br />PRESSURE TREATED <br />(N) SIMPSON CC COLUMN CAP <br />(E) BRACING IF DAMAGED <br />TO BE REPLACED TO MATCH <br />EXISTING SIZE AND MUST BE <br />PRESSURE TREATED <br />(N) 3 <br />8" Ø X 10" LONG LAG SCREWS OR PROVIDE <br />CONNECTION TO MATCH EXISTING <br />(E) OR (N) 4X SOLID BLOCKING W/ A35 <br />EA SIDE OR PROVIDE CONNECTION <br />TO MATCH EXISTING <br />(E) DROP BEAM IF DAMAGED <br />MUST BE REPLACED W/ (N) BEAM <br />TO MUST EXISTING SIZE AND <br />MUST BE PRESSURE TREATED <br />(E) POST IF DAMAGED TO BE <br />REPLACED WITH (N) <br />MATCHING SIZE AND GRADE <br />(N) SIMPSON CC COLUMN CAP <br />(2) 1/4" X 3" SDS SCREWS <br />MINIMUM, FULLY EMBEDDED <br />INTO SUPPORTING MEMBER <br />S-2 <br />STRUCTURAL <br />DETAIS <br />DA <br />T <br />E <br />DE <br />S <br />C <br />R <br />I <br />P <br />T <br />I <br />O <br />N <br />-T <br />T <br />T <br />T <br />T <br />T <br />12 <br />2 <br />8 <br /> <br />N <br /> <br />B <br />R <br />O <br />A <br />D <br />W <br />A <br />Y <br />, <br /> <br />S <br />A <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 />1 <br />EE <br />E <br /> <br />R <br />E <br />P <br />A <br />I <br />R <br /> <br /> <br />( <br />W <br />A <br />L <br />K <br />W <br />A <br />Y <br />, <br /> <br />B <br />A <br />L <br />C <br />O <br />N <br />Y <br />) <br />PR <br />O <br />J <br />E <br />C <br />T <br />: <br />DE <br />S <br />I <br />G <br />N <br /> <br />a <br />n <br />d <br /> <br />E <br />N <br />G <br />I <br />N <br />E <br />E <br />R <br />I <br />N <br />G <br /> <br /> <br />B <br />Y <br /> <br />: <br />Te <br />l <br />. <br /> <br />+ <br />1 <br /> <br />( <br />8 <br />0 <br />5 <br />) <br /> <br />3 <br />1 <br />2 <br />- <br />8 <br />5 <br />0 <br />8 <br />1S <br />T <br /> <br />C <br />I <br />T <br />Y <br /> <br />S <br />U <br />B <br />M <br />I <br />T <br />T <br />A <br />L <br />00 <br />0 <br />0 <br />0 <br />0 <br />1 <br />BR <br />U <br />C <br />E <br /> <br />R <br />E <br />S <br />I <br />D <br />E <br />N <br />T <br />I <br />A <br />L <br /> <br />P <br />R <br />O <br />P <br />E <br />R <br />T <br />I <br />E <br />S <br /> <br />L <br />L <br />C <br />25 <br />0 <br />0 <br /> <br />R <br />E <br />D <br /> <br />H <br />I <br />L <br />L <br /> <br />A <br />V <br />E <br />N <br />U <br />E <br /> <br />S <br />U <br />I <br />T <br />E <br /> <br />2 <br />0 <br />0 <br />, <br /> <br />S <br />A <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 />5 <br /> <br />S <br />A <br />No. C53468 <br />Exp. 6.30.27 <br />I <br />E <br />O <br />A <br />M <br />I <br />RSREE <br />M ER <br />A <br />R <br />F <br />O <br />H <br />I <br />F <br />M <br />IC <br />V <br />S <br />C <br />F <br />L <br />N <br />O <br />L <br />R <br />O <br />L <br />M <br />D <br />N <br />A <br />R <br />IH <br />ADEG <br />O <br />I <br />INAI <br />GN <br />S <br />E AI <br />P <br />D EG <br />ET <br />E <br />T <br />ST <br />ED <br />NI <br />A <br />KAM <br />L <br />D