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PAGE # <br />NOTES <br />AS NOTEDSCALE: <br />DATE: <br />PHONE: 323-448-4682 <br />DE <br />T <br />A <br />I <br />L <br />S <br />AT <br />T <br />A <br />C <br />H <br />E <br />D <br /> <br />A <br />D <br />U <br />90 <br />7 <br /> <br />D <br />I <br />A <br />N <br />N <br />E <br /> <br />S <br />T <br />, <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 />1 <br />04/28/2025 <br />S-200 <br />DIGITALLY STAMPED AND SIGNED 8.19.2024 <br />EXP: 9.30.2025 <br />(N) SHEATHING PER PLAN <br />VERIFY (E) SILL ATTACHMENT <br />W/ SHEAR WALL SCHEDULE. <br />ADD/REPLACE DAMAGED <br />ANCHORS WITH SET-XP <br />ADHESIVE 5/8" ANCHOR RODS, <br />6" MIN EMBEDMENT. AT MID <br />FOOTING [ESR-2508] <br />NOTE: SPECIAL INSPECTION <br />REQUIRED <br />(N) E.N. <br />(N) SHEAR WALL WHERE <br />OCCURS <br />(E) FOOTING TO <br />REMAIN <br />(E) SLAB ON GRADE <br />18 <br />" <br /> <br />V <br />. <br />I <br />. <br />F <br />. <br />V.I.F. <br />12" MIN <br />SHEATHING <br />PER PLANS <br />ROOF RAFTERS PER <br />PLANS <br />SIMPSON LSSU (OR LRUZ) <br />HANGER <br />SIMPSON LSTA24 STRAP <br />@ EACH OTHER RAFTER B.N. <br />RIDGE BEAM PER PLAN2-16d TOE NAIL EA. SIDE <br />EACH RAFTER <br />B.N. <br />RIDGE BOARD PER PLAN <br />SHEATHING <br />PER PLANS <br />ROOF RAFTERS PER <br />PLANS <br />SIMPSON LSTA24 STRAP <br />@ EACH OTHER RAFTER <br />2X FLAT MEMBER TO RECIEVE <br />CALI FRAMING JOISTS <br />SIMPSON A35 EA JOIST <br />CALIFORNIA FRAMING <br />JOISTS, 2X6 AT 16" O.C. <br />SHEATHING PER PLANS <br />ROOF STRUCTURAL <br />SHEATHING AS OCCURS <br />WHEN JOISTS PARALLEL <br />TO 2X8 FLAT ABOVE, ADD <br />ADDITIONAL JOIST ALIGNED <br />SDS253500 AT 32" O.C. <br />2X BLOCKING (E) JOISTS <br />AS OCCUR <br />CONCRETE SLAB ON <br />GRADE <br />2x4 STUDS @ 16" O.C. <br />2x4 W/ (2) 16d NAILS <br />EA. SIDE <br />JOISTS PER PLAN <br />SIMPSON A34 @ <br />32" O.C. MAX <br />CONCRETE SLAB ON <br />GRADE <br />2x4 STUDS @ 16" O.C.JOISTS PER PLAN <br />SIMPSON A34 @ <br />32" O.C. MAX <br />2x P.T. PLATE RAMSET TO <br />CONCRETE @ 24" O.C. <br />[ESR-2690] <br />2x P.T. PLATE RAMSET TO <br />CONCRETE @ 24" O.C. <br />[ESR-2690] <br />1/2" DRYWALL EA. SIDE <br />1/2" DRYWALL <br />EA. SIDE <br />BEAM PER PLAN <br />POST PER PLAN <br />SIMPSON CCQ <br />POST CAP <br />SIMPSON MST37 <br />SIMPSON ECCQ <br />POST CAP SIMPSON CCQ <br />POST CAP <br />SIMPSON CCCQ / <br />CCTQ POST CAP <br />BEAM PER PLAN <br />POST PER PLAN <br />SHEATHING PER PLAN <br />SHEATHING PER PLANS <br /> SIMPSON A35 PER SHEAR <br /> WALL SCHEDULE <br />E.N. <br />B.N. <br />2X BLOCKING <br />ROOF RAFTERS PER PLANS <br />PER ARCH. <br />FLASHING/GUTTER PER <br />ARCH <br />2X FASCIA <br />(5) 10d AT RAFTER TO <br />CEILING JOIST LAP <br />CEILING JOIST PER PLAN <br />SIMPSON H2.5A EVERY <br />THIRD RAFTER <br />(2) #4 CONT. TOP <br />AND BOTT <br />#4 BENT DOWELS @ 16" O.C. <br />CONSTRUCTION JOINT <br />AT CONTRACTOR'S <br />OPTION <br />FINISH SURFACE PER ARCH. <br />PER PLAN <br />SHEATHING PER PLAN <br />P.T. SILL PLATE WITH <br />ANCHORS PER SHEARWALL <br />SCHEDULE <br />E.N. <br />SHEAR WALL WHERE <br />OCCURS <br />FINISH SEE ARCH <br />#4 @ 16" AT CURB <br />EM <br />B <br />E <br />D <br />M <br />E <br />N <br />T <br />24 <br />" <br /> <br />M <br />I <br />N <br />. <br />8" MIN. FROM SILL <br />TO EXTERIOR <br />* <br />CONCRETE CURB WHERE <br />OCCURS. REFER TO ARCH. <br />FOR LOCATIONS <br />NOTE: <br />FOR SLAB BUILD UP WITH <br />CAPILLARY BREAK REFER <br />TO FOUNDATION NOTE #2 <br />(E) FOOTING TO <br />REMAIN <br />(E) SLAB ON GRADE <br />(E) STUD WALL WHERE <br />OCCURS <br />6" <br />(N) SLAB ON GRADE <br />#4 x 30" DOWEL @ 16" <br />O.C. INSTALLED DRY <br />8" <br />(E) SLAB ON GRADE <br />(E) FOOTING <br />TO REMAIN <br />(N) POST PER SHEAR <br />WALL SCHEDULE <br />(N) SIMPSON HOLDOWN PER <br />PLANS WITH HILTI HY-200 <br />ADHESIVE ANCHOR RODS <br />5/8", 10" MIN EMBEDMENT <br />[ESR-3187] <br />EM <br />B <br />E <br />D <br />. <br />10 <br />" <br /> <br />M <br />I <br />N <br />. <br />SHEATHING PER PLAN <br />SHEATHING PER PLANS <br /> SIMPSON A35 PER SHEAR <br /> WALL SCHEDULE <br />E.N. <br />B.N. <br />2X BLOCKING <br />ROOF RAFTERS PER PLANS <br />PER ARCH. <br />FLASHING/GUTTER PER <br />ARCH <br />2X FASCIA <br />SIMPSON H2.5A EVERY <br />THIRD RAFTER <br />SHEATHING <br />PER PLAN <br />STRUCTURAL SHEATHING <br /> SIMPSON A35 PER SHEAR <br /> WALL SCHEDULE TYP. <br />SHEAR WALL WHERE <br />OCCURS <br />E.N. <br />B.N. <br />2X FLAT OUTRIGGERS <br />@ 30" O.C. <br />2X FASCIA <br />W/(2)16 d <br />NAILS @EA. <br />OUTRIGGER <br />TRIM RAFTERS <br />@OUTRIGERS <br />2X BLOCKING <br />@ 48" O.C. <br />ROOF SHEATHING <br />PER PLANS <br />ROOF RAFTERS <br />PER PLANS <br />(4) SDS25300 AT <br />RAFTERS LAP <br />2X6 @ 16" O.C. <br />JOISTS PER PLAN <br />CEILING JOIST <br />PER PLAN TYPBEARING WALL <br />2x BLOCKING <br />(4) SDS25300 AT <br />RAFTERS LAP <br />2X6 @ 16" O.C. <br />JOISTS PER PLAN <br />(N) SHEATHING <br />PER PLAN <br />(E) STRUCTURAL <br />SHEATING <br />(N) SIMPSON A35 PER SHEAR <br />WALL SCHEDULE <br />B.N. <br />(E) CEILING JOIST PER <br />PLANS <br />(E) 2X BLOCKING <br />V.I.F. <br />(E) ROOF RAFTERS <br />PER PLANS <br />B.N. <br />ROOF RAFTERS <br />(OR DRAG STRUT) <br />PER PLAN TYP <br />SHEATHING PER <br />PLANS <br />(N) SIMPSON A35 PER SHEAR <br />WALL SCHEDULE <br />(E) STUD WALL <br />SHEATHING PER PLAN <br />2x4 @ 16" O.C. CRIPPLE <br />WALL STUDS <br />2X SILL PLATE W/ SDS <br />SCREWS PER SHEAR <br />WALL SCHEDULE <br />(N) E.N. <br />E.N. <br />E.N. <br /> 3/4" = 1'-0" <br />18 (N) Shear Wall at (E) Footing <br /> 1" = 1'-0" <br />4 Typical Ridge/Hip Beam Detail <br /> 1" = 1'-0" <br />5 Typical Ridge Board Detail <br /> 1" = 1'-0" <br />7 Typ. California Franing <br /> 3/4" = 1'-0" <br />11 Typ. Non-Bearing Partition Wall Detail (On Cocrete Slab) <br /> 1" = 1'-0" <br />12 Typical Beam to Post Connection <br /> 1" = 1'-0" <br />1 Typical Shear Transfer at Wall <br /> 3/4" = 1'-0" <br />15 Typical Exterior Wall Footing Detail <br /> 3/4" = 1'-0" <br />19 New Slab to Existing Footing <br /> 3/4" = 1'-0" <br />16 (N) Holdown at (E) Footing <br /> 1" = 1'-0" <br />2 Typical Shear Transfer at Wall <br /> 1" = 1'-0" <br />3 Shear Transfer At Wall Detail <br /> 1" = 1'-0" <br />8 Open Ceiling Detail <br /> 1" = 1'-0" <br />9 Interior bearing wall detail <br /> 1" = 1'-0" <br />6 Shear Transfer Detail