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SCALE <br />- <br />1SISTER JOIST REPAIR SYSTEM <br />SCALE <br />METAL STAIR REPAIRSCALE 3 <br />2 <br />NOTE: <br />ANY DECK JOISTS THAT ARE DAMAGED, MUST BE <br />REINFORCED WITH SISTER JOISTS AS SHOWN ABOVE. <br />SECTION A-A <br />A <br />A <br />(E) BEAM OR 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. TWO <br />ROWS <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 />(E) A35 <br />BOUNDARY NAIL <br />(E)RIM V.I.F <br />NOTE: <br />1.ANY BROKEN CONCRETE STEPS MUST BE REMOVED AND REPLACED TO MATCH EXISTING. <br />2.ALL STEEL THAT EXPOSED TO WEATHER MUST BE HOT-DIPPED GALVANIZED <br />3.ALL RUSTED SPOTS TO BE REPAIRED AND RECOATED WITH ANTIRUST COAT <br />4.LOOSE BOLT CONNECTIONS MUST BE REPAIRED OR REPLACED TO MATCH EXISTING AND TIGHTENING UP <br />5.VERTICAL GUARD RAILING MUST BE SPACED AT 4" O.C. THE EXISTING SPACING IS 5.5" SO IT IS A MUST TO <br />ADD EXTRA VERTICAL RAILING OR A MESH TO MEET THE REQUIRED SPACING PER CODE <br />6.GENERAL CONTRACTOR TO CHECK THE EXTENT OF DAMAGE OF THE STAIRS FRAMING AND IF ANY <br />DAMAGE FOUND NOTIFY THE EOR FOR SUPPLEMENTAL DETAIL AND PERMIT. <br />TYPICAL WOOD RAILING POST CONNECTION <br />(E) FLOOR SHEATHING <br />(E) 4X WOOD RAILING <br />POST AT 4' O.C. <br />SIMPSON DTT2 AT EACH <br />POST <br />(E)DECK JOIST <br />(E)RIM <br />(E)OR (N) 1"-DIAMETER BOLTS OR <br />THREADED RODS WITH NUTS <br />AND WASHERS <br />(E) 2X FLAT <br />(E)OR (N) 2X BLOCKING W/ 2-A35 EA SIDE <br />(E) STEEL STRINGER <br />(E) GUARDRAIL TO REMAIN SAND/ REPAIR ALL <br />RUSTED SPOTS <br />(E) STANCHION 114" X 2"TO REMAIN TO REMAIN <br />SAND/ REPAIR ALL RUSTED SPOTS <br />LESS THAN 6" <br />EXISTING STAIRS FOUNDATION <br />(E) 2X JOIST <br />(E) STAIR CONNECTION TO BE <br />REPLACED W/ (N) CONNECTION <br />TO MATCH EXISTING AND <br />TIGHTENING UP <br />(E)4X POST V.I.F <br />(E)GUARDRAIL V.I.F <br />(E) 4X BEAM TO BE REPLACED W/ (N) BEAM TO <br />MATCH EXISTING SIZE AND GRADE OR MINIMUM <br />OF 4X10 BEAM PER CALCULATION <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 />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 />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 />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 />27 <br />0 <br />2 <br /> <br />W <br /> <br />A <br />U <br />R <br />O <br />R <br />A <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 />4 <br />RA <br />M <br />I <br />R <br />E <br />Z <br /> <br />A <br />N <br />G <br />E <br />L <br />E <br />N <br />E <br /> <br />EE <br />E <br /> <br />R <br />E <br />P <br />A <br />I <br />R <br /> <br /> <br />( <br /> <br />S <br />T <br />A <br />I <br />R <br />W <br />A <br />Y <br />S <br /> <br />/ <br /> <br />W <br />A <br />L <br />K <br />W <br />A <br />Y <br />S <br /> <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