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SCALE <br />- <br />1JOIST REPAIR SYSTEMSCALE2 <br />STEEL RAILING CONNECTION STRENGTHEN <br />SECTION A-A <br />A <br />(E) TS 112"X112"X316" @ <br />4'-0" O.C.(STEEL TUBE) <br />(E) PRE ATTACHED PLATE TO POST W/ 3 8"ØX6" <br />LONG LAG SCREWS <br />MACK SURE TO EMBED THE LAGS INTO SOLID <br />WOOD WITH MIN EDGE CLEARANCE OF 1 1 <br />2" <br />(E) 8X BLOCKING V.I.F. W/ 2-A35 EA SIDE. <br />(E) FLOOR JOIST <br />(E) FLOOR SHEATHING <br />(N) DTT2Z ESR 2330 <br />A <br />12"-DIAMETER BOLTS OR <br />THREADED RODS WITH <br />NUTS AND WASHERS <br />18 <br />3 <br />(E) WOOD COLUMN V.I.F. <br /> CONN BETWEEN STUD WALL AND METAL <br />(E) FLOOR FRAMING <br />(E) LAG SCREWS TO STUD WALL TO BE <br />REPLACED IF DAMAGED TO MATCH <br />EXISTING <br />4 <br />NOTE: <br />1. IF THE EXISTING BOLT IS LOOSE MAKE SURE TO REPAIR IT AND TIGHT IT UP. <br />2. IF THE BOLT IS RUSTED THE CONTRACTOR MUST SAND IT AND SPRY IT WITH ANTI RUST COAT. <br />3. ALL RUSTED ON RAILING OPPONENT MUST BE REPAIRED OR REPLACED MATCHING SIZE AND GRADE <br />4. ALL WELDING REQUIRES DEPUTY INSPECTION. <br />SCALE SCALE <br />WOOD RAILING POST DETAIL <br />A <br />A <br />(E) STUD WALL TO REMAIN <br />(E) 2X BLOCKING <br />(E) FLOOR SHEATHING <br />DAMAGED 2X JOISTS TO BE REPLACED WITH (N) 2X <br />JOIST TO MATCH SIZE AND GRADE OF EXISTING <br />JOIST W/ SIMPSON SDS 25300 @ 6" O.C. STAGGERED <br />(N) 2X BLOCKING V.I.F. <br />W/ 2-A35 EA SIDE <br />(E) WALL BELOW <br />(N) 2X RIM <br />BN <br />NOTE: <br />ANY DECK JOISTS THAT ARE DAMAGED, MUST BE <br />REPLACE WITH NEW MATCHING EXISTING <br />SECTION A-A <br />(E) SHEATHING W/ NAILING PER PLAN <br />(E) DAMAGED JOIST <br />(N) CANT 2X JOIST <br />2-ROWS OF 14"Ø X 3" LONG <br />SIMPSON SDS SCREWS @ 6" O.C. <br />STUD WALL <br />2-2X TOP PLATES <br />PTDF SILL PLATE <br />(E) STUD WALL <br />PARAPET WALL <br />2X STUDS @ 16" O.C. <br />STUCCO FINISH <br />PARAPET WALL STUDS <br />(N) SIMPSON CS20 STRAP ICC-ESR <br />2105 @ EVERY STUD W/ 7" LAP <br />AND (6) 8D NAILS EA. END <br />(N) RIM BOARD <br />(N) SIMPSON DTT1Z ICC-ESR 2330 @ EVERY <br />STUD W/ 1/4" x 6" SDS TO JOIST W/ WASHER. <br />(IF STUD NOT ALIGNED WITH JOIST, PROVIDE <br />2x10 BLOCKING TO RECEIVE SCREW - EA. <br />SIDE OF BLOCKING ATTACHED W/ A35 CLIP) <br />4X BLOCKING ALIGNED W/ <br />DTT1Z ICC-ESR 2330. A35 <br />CLIP EACH END <br />(E) JOIST PER PLAN, TYP <br />(E)SOFFIT STUCCO TO <br />MATCH EXISTING <br />FRONT VIEW <br />SIDE VIEW <br />SHEATHING <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 />17 <br />2 <br />1 <br /> <br />N <br /> <br />S <br />P <br />U <br />R <br />G <br />E <br />O <br />N <br /> <br />S <br />T <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 />6 <br />EE <br />E <br /> <br />R <br />E <br />P <br />A <br />I <br />R <br /> <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 />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 />. <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 />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 />RE <br />L <br />O <br />C <br />K <br /> <br />K <br />E <br />V <br />I <br />N <br /> <br />M <br /> <br />T <br />R <br /> <br />R <br />E <br />L <br />O <br />C <br />K <br /> <br />F <br />A <br />M <br />I <br />L <br />Y <br /> <br />T <br />R <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