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NTS <br />SCALE:4SCALE: <br />NTS <br />NTS <br />SCALE:3 <br />NTS <br />SCALE:1NEW EXTERIOR FOOTING <br />NTS <br />SCALE:6 NTS <br />SCALE:2 <br />NTS <br />SCALE:59 <br />10 <br />NTS <br />SCALE:7 <br />SCALE:8 <br />NTS <br />SCALE:11 <br />12 <br />16 <br />NTSNTSNTS <br />NTS <br />SCALE: <br />NTS <br />SCALE: <br />NTS <br />SCALE: <br />SCALE: <br />HOLDOWN @ (N)FOOTING <br />1 <br />2 <br />4 <br />3 <br />1 <br />2 <br />NEW FOOTING <br />3 <br />4 <br />SIMPSON SSTB (SEE SCHEDULE BELOW) <br />POST PER PLANS <br />HOLD-DOWN SIMPSON <br />SSTB SIZE <br />Le <br />(inch) <br />HDU2 <br />HDU5, HDU4 <br />SHEAR WALL WHERE OCCURS <br />SSTB 16 <br />SSTB 20 <br />TOP PLATE <br />1/2" OSB <br />ROOF SHEATHING <br />2x ROOF RAFTER <br />STUD WALL <br />A35 @16" OC <br />U.N.O <br />2x BLOCKING <br />E.N. <br />CEILING JOIST <br />PER PLAN <br />SCALE: <br />NTS 19 <br />SCALE: <br />NTS 21 <br />CEILING JOIST PARALLEL TO ROOF JOIST <br />RAFTER @ EXT. WALL <br />PE <br />R <br />SC <br />H <br />E <br />D <br />U <br />L <br />E <br />8" <br />MI <br />N <br />PER <br />SCHEDULE <br />FIN. <br />GRADE <br />3" <br /> <br />M <br />I <br />N <br />. <br />D <br />1 <br />2 <br />REBAR (SEE FOOTING SCHEDULE) <br />MIN. 5" THK. CONC. SLAB W/ #4 REBAR <br />@12" O.C OVER 2" CLEAN SAND OVER <br />10MIL. VISQUEEN OVER 2" CLEAN SAND <br />OVER COMPACTED SOIL <br />3 5/8" DIA. A.B @ 32" OC (U.N.O) EMBED MIN. <br />7" INTO SLAB W/ 3x3x0.229" PLATE <br />WASHER W/ 2x P.T. SILL U.N.O <br />2 <br />1 <br />3 <br />4 <br />5 <br />6 <br />4 SHEAR WALL WHERE OCCURS <br />5 WEEP SCREED <br />6 2x STUDS @16"O.C <br />MIN. 6" DOWEL <br />INTO FOOTING <br />2" CONCRETE/PAVE <br />4" SOIL <br />NTSNTS <br />SCALE: <br />INTERIOR FOOTING <br />PE <br />R <br />SC <br />H <br />E <br />D <br />U <br />L <br />E <br />PER <br />SCHEDULE <br />3" <br /> <br />M <br />I <br />N <br />. <br />2 <br />1 <br />3 <br />4 <br />5 <br />1 <br />2 <br />REBAR (SEE FOOTING SCHEDULE) <br />3 5/8" DIA.A.B @ 48" OC (U.N.O) EMBED MIN. <br />7" INTO SLAB W/ 3x3x0.229" PLATE <br />WASHER W/ 2x P.T. SILL U.N.O <br />4 SHEAR WALL WHERE OCCURS <br />5 (N) 2x4 STUDS @16"O.C <br />SHIPLAP <br />2x FASCIA <br />MIN. 5" THK. CONC. SLAB W/ #4 REBAR <br />@12" O.C OVER 2" CLEAN SAND OVER <br />10MIL. VISQUEEN OVER 2" CLEAN SAND <br />OVER COMPACTED SOIL <br />5-16d NAILS (SPAN <=18') <br />8-16d NAILS (18'<SPAN <24') <br />C.J TO R.R <br />SHEAR TRANSFER <br />SHEAR WALL <br />ROOF RAFTER <br />PER PLAN <br />LTP4 OR A35 <br />@16" O.C <br />U.N.O <br />2xDOUBLE <br />TOP PLATE <br />E.N <br />CEILING JOISTS <br /> PER PLANS <br />2x4 STUDS <br />@16"O.C <br />ROOF RAFTER <br />PER PLAN <br />2x BLK'G <br />@ 32" O.C <br />BOTH SIDES <br />2x BLK'G <br />@ 32" O.C <br />BOTH SIDES <br />Le <br />12-5/8" <br />16-5/8" <br />E.N. <br />2X CALIFORNIA FRAMING <br />2X4 @ 16" O.C. (SPAN 8'-0" MAX.) <br />2X6 @ 16" O.C. (SPAN 14'-0" MAX.) <br />2X8 @ 16" O.C. (SPAN 18'-0" MAX.) <br />2X ROOF RAFTER <br />OR TRUSS PER <br />PLANS <br />2x BOARD NOTCH AS REQ. <br />W/ 3-16d PER RAFTER <br />FOLLOWINGS LINE OF <br />CALIFORNIA FRAMING <br />1/2" CDX PLYWOOD <br />OR OSB <br />CALIFORNIA FRAMING <br />(N) FOOTING TO (E) FOOTING <br />(N) SLAB TO (E) FOOTING <br />HCP 4 <br />OR (2) A35 <br />HIP BM. <br />PER PLANS <br />DOUBLE <br />TOP PLATES <br />HIP BEAM <br />PER PLANS <br />HRC44 <br />2X TRIM <br />W/ (2) 16D FACE <br />NAIL @ 6" O.C. <br />STRAP ST18 <br />BOTHSIDES <br />1X SPACER <br />BOTHSIDES <br />2X RIDGE <br />PER PLANS <br />4X KING POST <br />PER PLANS POST <br />PER PLAN <br />BEAM <br />OR (2)C.J <br />PER PLAN <br />SIMPSON <br />A35 <br />BEAM <br />PER PLANS SIMPSON <br />A35 <br />KING POST <br />PER PLAN <br />HEADER <br />PER PLAN <br />DOUBLE <br />TOP PLATE <br />SIMP. <br />A35 <br />BEAM <br />PER PLANS <br />SIMP. <br />A35 <br />BEAM TO KP TO HEADER <br /> HEADER <br />PER PLAN <br />CONTINUOUS <br />TOP PLATE <br />SIMP. LSTA 24 <br />ONE SIDE <br />POST <br />PER PLAN <br />(N) PORCH PAD FOOTING <br />PER FOOTING SCHEDULE <br />3" <br /> <br />C <br />L <br />R <br />PE <br />R <br /> <br />F <br />O <br />O <br />T <br />I <br />N <br />G <br />SC <br />H <br />E <br />D <br />U <br />L <br />E <br />FIN. SLAB <br />1 <br />2 <br />FIN. GRADE <br />1 <br />2 <br />REBAR (SEE FOOTING SCHEDULE) <br />SIMPSON COL. BASE / <br />HOLD-DOWN AND POST PER PLAN <br />3 (N) CONCRETE (SEE STRUCTURAL <br />NOTES) <br />3 <br />8" <br /> <br />M <br />I <br />N <br />. <br />2" <br /> <br />M <br />I <br />N <br />. <br />4 <br />4 (N) 2x4 STUDS <br />55(N) 2x4 TREATED PLATE <br />W/ 3" RAMSET SHOT PIN W/ <br />WASHER EA . END <br />SLOPE CUT <br /> WHERE OCCURS <br />POST - BEAM CONNECTION <br />SIMP. COLUMN <br />CAP PER PLANS <br />POST/ KP <br />PER PLAN <br />BEAM <br /> PER PLANS <br />SIMP. STRAP <br />PER PLANS <br />JOIST <br />PER PLAN <br />SIMPSON <br />HANGER <br />FLUSH BEAM <br />PER PLAN <br />SIMP. STRAP <br />LSTA24 @ 48" OC <br />KING POST <br />PER PLAN <br />SIMP. A35 <br />BOTH SIDES <br />KING POST TO (E) ROOF <br />(E) R.R <br />2x8 SLEEPER OVER 2 BAYS <br />(E) ROOF SHEATHING <br />(N) 4x BLK'G <br />A <br />B <br />BEAM <br />PER PLANS <br />DOUBLE <br />TOP PLATE <br />DOUBLE <br />TOP PLATE <br /> POST/KP <br />PER PLANS <br />SIMPSON <br />A35 <br />SIMPSON <br />A35 <br />SLOPE CUT <br /> WHERE OCCURS <br />SHEAR TRANFER <br />ROOF RAFTER <br />PER PLAN <br />SHEAR WALL 2xDOUBLE <br />TOP PLATE <br />2x4 STUDS <br />@16"O.C <br />A35 PER <br />@16"O.CE.N <br />2x BLK'G <br />C.J <br />PER PLANS <br />ANCHOR BOLT @ (E) FOOTING <br />SCALE: <br />NTS 17HEADER TO POST CONNECTION <br />SCALE: <br />NTS 18CEILING JOISTS CONN. <br />HOLD-DOWN @ (E) FOOTING <br />SCALE: <br />NTS 20 <br />BEAM - C.J - RIDGE CONNECTION <br />C.J <br />PER PLAN <br />SIMPSON <br />HANGER <br />FLUSH BEAM <br />PER PLAN <br />EQ.EQ. <br />2x4 KICKER <br />@ 4' MAX. O.CSIMPSON <br />A35 <br />SIMPSON LSTA24 <br />STRAP @ 48" OC <br />SIMPSON LSTA24 <br />STRAP @ 32" OC <br />2x6 PURLIN <br />(TYP.) <br />2x RIDGE <br />PER PLANS <br />R.R <br />PER PLANS <br />45 <br />° <br />45 <br />° <br />(2) SIMP. A35 <br />OR HANGER EA. R.R <br />(3) 10D <br /> NAILS <br />(TYP.) <br />SCALE: <br />NTS 13HIP @ CORNER <br />NTS <br />SCALE:14HIP @ RIDGE & KING POST <br />NTS <br />SCALE:15BEAM TO WALL TO POST <br />16A(N) INTERIOR PAD FOOTING <br />PER FOOTING SCHEDULE <br />3" <br /> <br />C <br />L <br />R <br />PE <br />R <br /> <br />F <br />O <br />O <br />T <br />I <br />N <br />G <br />SC <br />H <br />E <br />D <br />U <br />L <br />E <br />FIN. SLAB <br />1 <br />2 <br />1 <br />2 <br />REBAR (SEE FOOTING SCHEDULE) <br />SIMPSON COL. BASE / <br />HOLD-DOWN AND POST PER PLAN <br />3 (N) CONCRETE (SEE STRUCTURAL <br />NOTES) <br />3 <br />2 <br />1 <br />D <br />4 <br />5 <br />1 <br />2 <br />EXISTING FOOTING <br />3 <br />4 <br />RFB RETROFIT BOLT (SEE SCHEDULE BELOW) <br />HOLE DEPTH (SEE SCHEDULE BELOW) <br />SIMPSON HOLD-DOWN PER PLANS <br />5 POST PER PLANS <br />HOLD-DOWN RETROFIT <br />BOLT SIZE HOLE SIZE <br />SET-3G <br />EPOXY ICC <br />ESR2508 <br />SPECIAL <br />INSPECTION <br />REQUIRED <br />NOTE <br />HDU2, HDU4 5/8"16"3/4"10" <br />HDU5 5/8"18"3/4"12" <br />2 <br />1 <br />D <br />4 <br />5 <br />1 <br />2 <br />EXISTING FOOTING <br />3 <br />4 <br />RFB RETROFIT BOLT (SEE SCHEDULE BELOW) <br />HOLE (SEE SCHEDULE BELOW) <br />5 2x STUDS <br />6 SHEAR WALL WHERE OCCURS <br />6 SHEAR WALL WHERE OCCURS 6 <br />6 <br />Ø DØL <br />1-3/4" <br />1-3/4" <br />ANCHOR <br />BOLT <br />RETROFIT <br />BOLT SIZE HOLE SIZE <br />Ø D <br />SET-3G <br />EPOXY ICC <br />ESR2508 <br />(SPECIAL <br />INSPECTION <br />REQUIRED) <br />NOTE <br />Ø L <br />48" O.C <br />OR SEE <br />SHEAR WALL <br />SCHEDULE <br />FOR SPACING <br />5/8"12"3/4"7" <br />3 <br />3 <br />3x3x0.229" PLATE WASHER AND NUT <br />7 (E) 2x SILL PLATE <br />8 (N) 2x BLK'G ADDED WHERE SHEAR <br />CAPACITY >350 PLF <br />8 <br />7 <br />EXISTINGNEW <br />6"MIN.24"MIN. <br />4 <br />1 <br />2 <br />1 REBAR AT TOP AND BOTTOM (SEE <br />FOOTING SCHEDULE) <br />2 DRILL 1 <br />4" DIA. BIGGER THAN DOWEL'S DIA. <br />6" EMBEDMENT MIN. W/ SET-3G EPOXY ICC <br />-ESR-2508 (SPECIAL INSPECTION REQUIRED) <br />3 DOWELS SAME SIZE FOOTING REBAR <br />4 EXISTING FOOTING <br />3 <br />EXISTINGNEW <br />24"MIN. <br />6" MIN.6" MIN. <br />1 <br />2 <br />1 <br />DRILL 1 <br />4" DIA. BIGGER THAN DOWEL'S DIA. <br />6" EMBEDMENT MIN. W/ SET-XP EPOXY <br />ICC -ESR-2508 (SPECIAL INSPECTION <br />REQUIRED) <br />2 <br />3 #4 DOWELS @ 18" O.C <br />4 <br />4 EXISTING FOOTING <br />3 <br />5 <br />5 EXISTING STUD WALL WHERE OCCURS <br />MIN. 5" THK. CONC. SLAB W/ #4 REBAR <br />@12" O.C OVER 2" CLEAN SAND OVER <br />10MIL. VISQUEEN OVER 2" CLEAN SAND <br />OVER COMPACTED SOIL <br />NE <br />W <br /> <br />A <br />A <br />D <br />I <br />T <br />I <br />O <br />N <br />- <br /> <br />D <br />E <br />T <br />A <br />C <br />H <br />E <br />D <br /> <br />A <br />D <br />U <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br />9 <br />2 <br />7 <br />0 <br />4 <br /> H <br />D <br /> <br />EN <br />G <br />I <br />N <br />E <br />E <br />R <br />I <br />N <br />G <br /> <br /> <br /> <br />C <br />O <br />N <br />S <br />T <br />R <br />U <br />C <br />T <br />I <br />O <br />N <br /> <br />, <br />I <br />N <br />C <br />. <br />De <br />s <br />i <br />g <br />n <br /> <br /> <br />- <br /> <br /> <br />C <br />o <br />n <br />s <br />t <br />r <br />u <br />c <br />t <br />i <br />o <br />n <br /> <br /> <br /> <br />Li <br />c <br />. <br /> <br />B <br />, <br />C <br />1 <br />0 <br /> <br /># <br /> <br />9 <br />3 <br />4 <br />7 <br />4 <br />2 <br />Co <br />m <br />m <br />e <br />r <br />c <br />i <br />a <br />l <br /> <br />- <br /> <br />R <br />e <br />s <br />i <br />d <br />e <br />n <br />t <br />i <br />a <br />l <br />14 <br />0 <br />2 <br /> <br />N <br /> <br />P <br />a <br />r <br />s <br />o <br />n <br />s <br /> <br />P <br />l <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 />3 <br />Te <br />l <br />: <br /> <br />( <br />7 <br />1 <br />4 <br />) <br /> <br />4 <br />9 <br />5 <br />- <br />0 <br />0 <br />5 <br />6 <br /> <br />- <br /> <br />E <br />m <br />a <br />i <br />l <br />: <br /> <br />h <br />d <br />p <br />c <br />o <br />n <br />s <br />t <br />r <br />u <br />c <br />t <br />i <br />o <br />n <br />@ <br />y <br />a <br />h <br />o <br />o <br />. <br />c <br />o <br />m <br />Design - <br /> Cons <br />t <br />r <br />u <br />c <br />t <br />i <br />on <br /> <br />hd <br />p <br />11 <br />3 <br />3 <br /> <br />S <br /> <br />A <br />U <br />S <br />T <br />I <br />N <br /> <br />S <br />T <br />. <br /> <br />& <br /> <br />1 <br />1 <br />3 <br />3 <br /> <br />S <br /> <br />A <br />U <br />S <br />T <br />I <br />N <br /> <br />U <br />N <br />I <br />T <br /> <br />2 <br /> <br />SD1 <br />STRUCTURAL <br />DETAILS <br />3 3 <br />3-31-233-31-253/31/27 <br />02/21/2025