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54312 <br />R <br />E <br /> <br />V <br /> <br />I <br /> <br />S <br /> <br />I <br /> <br />O <br /> <br />N <br />DA <br />T <br />E <br /> <br /> <br /> <br />SHEET NO.: <br />PROJECT MANAGER: <br />S.W. <br />DATE: <br />JOB NO.: 23033 <br />08/19/2024 <br />Pr <br />o <br />j <br />e <br />c <br />t <br /> <br />A <br />d <br />d <br />r <br />e <br />s <br />s <br />: <br />TO <br />M <br />' <br />S <br /> <br />J <br />R <br />14 <br />3 <br />0 <br /> <br />E <br /> <br />E <br />D <br />I <br />N <br />G <br />E <br />R <br /> <br />A <br />V <br />E <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 />Pr <br />o <br />j <br />e <br />c <br />t <br /> <br />N <br />a <br />m <br />e <br />: <br />DE <br />S <br />C <br />R <br />I <br />P <br />T <br />I <br />O <br />N <br />6 <br />Core Structure, Inc. <br />23172 Plaza Pointe Dr. <br />Suite #145 <br />Laguna Hills, CA 92653 <br />Phone: 949-954-7244 <br />info@corestructure.com <br />From The Ground Up <br />08/19/2024 <br />S0.3 <br />TY <br />P <br />I <br />C <br />A <br />L <br /> <br />D <br />E <br />T <br />A <br />I <br />L <br />S <br />4 <br />3 <br />5 <br />6 <br />TY <br />P <br />I <br />C <br />A <br />L <br /> <br />D <br />E <br />T <br />A <br />I <br />L <br />S <br />1 <br />810 <br />9 <br />SHEAR WALL FRAMING ELEVATION <br />CONCRETE FLOOR <br />CONDITION <br />WOOD FLOOR <br />CONDITION <br />1' <br />MIN.PARTIAL SHEET AT <br />WALL END ONLY <br />1' <br />MI <br />N <br />. <br />WH <br />E <br />R <br />E <br />RE <br />Q <br />' <br />D <br />7" <br />MI <br />N <br />. <br />STAGGER HORIZ. PANEL <br />JOINTS, TYP OR USE <br />FULL HEIGHT SHEETS <br />WHERE POSSIBLE <br />FULL SIZE <br />PLYWOOD <br />SHEET TYP. <br />U.O.N. <br />HEADER <br />PER PLAN <br />EDGE NAIL TO <br />HOLD DOWN <br />END POST <br />ANCHOR <br />BOLTS PER <br />SHEAR WALL <br />SCHEDULE <br />EDGE NAIL <br />TO SILL <br />BLK'G AT <br />PANEL EDGES <br />SAME SIZE AS <br />PANEL EDGE <br />STUD WITH <br />STAGG. E.N. <br />FIELD NAILING <br />@12" O.C. <br />EDGE NAIL AT <br />PANEL EDGES <br />TYP. STUDS <br />PLYWOOD <br />FACE GRAIN <br />PARALLEL <br />TO STUD <br />EDGE NAIL TO <br />SOLE PLATE <br />SOLE PLATE <br />NAILING <br />A35 PER <br />SHEAR WALL <br />SCHEDULE <br />NOTES: <br />1.PROVIDE STAGGERED NAILING AT ALL PANEL EDGES. <br />2. STUDS ARE SPACED @ 16" O.C. MAX. U.O.N. <br />3. PROVIDE 1/8" GAP BETWEEN ADJACENT PANELS. <br />EDGE NAIL TO <br />TOP PLATES <br />STAGGER NAILS <br />EDGE NAIL AT ALL <br />VERTICAL PANEL <br />SPLICES (STAGG.). <br />POST SIZE AT SPLICE <br />PER SHEAR WALL <br />SCHEDULE NOTES. <br />TYPE HOLDOWN <br />WHERE OCCURS <br />2x TRIMER W/ <br />16d @ 6" O.C. <br />TO KING STUD <br />DOUBLE SILL <br />IF OPENING <br />=8'-0" OR <br />GREATER <br />PARTITION WALL (NON-BEARING/ NON-SHEARWALL) <br />1/ <br />2 <br />" <br />GA <br />P <br />FLOOR LINE <br />H <br />TOP OF PARTITION <br />PARALLEL TO JOISTS <br />1/ <br />2 <br />" <br />GA <br />P <br />FLOOR LINE <br />H <br />TOP OF PARTITION <br />PERPENDICULAR TO JOISTS <br />1/2 <br />"GAP <br />TOP OF PARTITION TO CONC. SLAB <br />1/ <br />2 <br />" <br />GA <br />P <br />4x W/ 1/2" Ø HILTI <br />KH-EZ @48" O.C. <br />W/ 5" EMBED EA SIDE <br />DBL. TOP PLATES <br />CEILING WHERE <br />OCCURS <br />SLAB PER PLAN <br />2-16d TOE NAIL <br />2x4 FLAT @ <br />48" O.C. <br />DBL. TOP PLATES <br />2x6 BRACING W/ (3)16d EA <br />END @ 8'-0" WHERE WALL IS: <br />2x4 AND H> 14'-0" <br />2X6 AND H> 22'-0" <br />PROVIDE 2x6 CONT. @ <br />MIDSPAN WHERE BRACE <br />EXCEEDS 6'-0" W/(2) 16dCEILING WHERE <br />OCCURS <br />SIMPSON <br />DTC (SLOT <br />VERTICAL) AT <br />EA JOIST OR <br />RAFTER <br />DBL. TOP <br />PLATES <br />CEILING WHERE <br />OCCURS <br />SIMPSON DTC <br />(SLOT VERTICAL) <br />CLIP @ EA RAFTER <br />CEILING WHERE <br />OCCURS <br />SIMPSON STCT CLIP <br />(SLOTS VERTICAL) WHERE <br />REQUIRED @ EA RAFTER <br />TRUSS BOTTOM <br />CHORD OR <br />ROOF JOIST <br />TRUSS BOTTOM <br />CHORD OR <br />ROOF JOIST <br />TRUSS BOTTOM <br />CHORD OR <br />ROOF JOIST <br />FRAMING AT NON BEARING WALLS <br />NON BEARING WALLS <br />FLOOR JOIST <br />PER PLAN <br />SIMPSON <br />Z CLIP EA. END <br />2X BLOCKING <br />@16" O.C. <br />SIMPSON <br />Z CLIP EA. END <br />2X BLOCKING <br />@16" O.C. <br />WALL PARALLEL TO JOIST <br />WALL PERPENDICULAR TO JOIST <br />NON BEARING WALLS <br />PROVIDE DOUBLE <br />JOISTS UNDER NON <br />BEARING WALLS <br />NON BEARING WALLS <br />PROVIDE FULL <br />HEIGHT BLK'G <br />UNDER NON <br />BEARING <br />WALLS <br />2x SAWN <br />LUMBER <br />1 3/4" <br />ENGINEERED <br />LUMBER <br />WEB <br />STIFFENER <br />WALL PARALLEL TO JOIST OPTION <br />NOTES: <br />1. NAILS SHALL BE DRIVEN TIGHT BUT SHALL NOT FRACTURE <br />SURFACE OF SHEATHING. <br />2. PLYWOOD OSB PIECES SHALL CONTAIN NOT LESS THAN 8 SQ. FT. <br />NOR BE LESS THAN 2-0" WIDE. <br />3. MAXIMUM UNSUPPORTED SHEATHING TO BE 24". <br />4. FRAMING AT ADJOINING PANEL EDGE SHALL BE 3" NOMINAL OR <br />WIDER AND NAILS AT ALL PANEL EDGES SHALL BE STAGG. WHERE <br />PANEL EDGE NAILING IS SPECIFIED AT 2 1/2" 0.C. OR LESS. <br />5. ALL PANEL EDGES OF THE FLOOR SHEATHING SHALL HAVE <br />APPROVED T AND G JOINTS OR SHALL BE SUPPORTED BY BLK'G. <br />PER IBC/CBC TABLE 2304.8 (3) FOOTNOTE D. <br />6. DIAPHRAGM BOUNDARY SHALL BE SUPPORTED BY FRAMING <br />MEMBERS WITH BOUNDARY NAILING. <br />SECTION A-A <br />PLAN 1/8" <br />GAP <br />4'-0"x8-0" SHEETS, <br />STAGG. AS SHOWN <br />FIELD NAILING <br />SHEATHING <br />EDGE NAILS <br />2x MIN. <br />FRAMING <br />DIRECTION OF FACE <br />GRAIN PERPENDICULAR <br />TO SUPPORT <br />DISCONTINUOUS EDGE <br />W/2x MIN. FRAMING <br />BLK'G. <br />CONT. EDGE W/2x MIN. <br />BLK'G. AT BLOCKED <br />DIAPHRAGM <br />JOIST PER PLAN <br />CONT. EDGE W/O BLK'G. <br />@ UNBLK'G. DIAPHRAGMEDGE NAILING <br />STAGG. <br />AA <br />PANEL JOINT <br />ROOF OR FLOOR SHEATHING LAYOUT <br />BOUNDARY NAILING <br />4' <br />- <br />0 <br />" <br /> <br />M <br />A <br />X <br />1" MIN <br />PENETRATION <br />SECTION OF DOUBLE JOISTS <br />PLAN VIEW <br />NOTES: <br /> SEE ARCHITECTURAL, PLUMBING, <br />MECHANICAL AND ELECTRICAL DRAWINGS FOR <br />SIZE AND LOCATION OF OPENING <br />WOOD <br />JOISTS <br />PER PLAN <br />SHEATHING <br />PER PLAN <br />MSTA30 <br />W/2x <br />BLOCK TYP. <br />@ CORNER <br />DOUBLE <br />JOISTS <br />TAIL JOIST <br />HANGER <br />PER PLAN <br />EDGE NAILING <br />COMMON NAILS @ 6" O.C. EACH <br />FACE TOP AND BOTTOM <br />WEB STIFFENER AT <br />HANGER (I-JOIST ONLY) <br />TYP. FLOOR AND ROOF OPENING <br />1. <br />INTERSECTION w/ POST INTERSECTION w/o POST <br />OUTSIDE CORNER w/ POST OUTSIDE CORNER w/o POST <br />NOTE: <br />SEE FRAMING PLAN FOR SHEAR WALL LOCATIONS, <br />ORIENTATIONS AND SCHEDULE REFERENCES <br />16d @ 12" O.C. <br />FOR 2x STUD <br />20d @ 6" O.C. <br />FOR 3x STUD <br />PLYWOOD AT <br />DOUBLE-SIDED WALL <br />POST AT PER PLAN <br />16d @ 12" O.C. <br />POST AT PER PLAN <br />2x OR 3x STUD AS <br />REQ'D., TYP. PER <br />S.W. SCHED. <br />PLY. CONT. THRU <br />WALL INTERSECTION <br />ATDOUBLE-SIDED <br />WALL <br />16d @ 12" O.C. <br />FOR 2x STUD <br />20d @ 6" O.C. <br />FOR 3x STUD <br />DOUBLE 2x, MIN. <br />16d @ 12" O.C. <br />SHEAR WALL/ INTERSECTION <br />DOUBLE STUDS <br />16d @24" <br />O.C. TYP. <br />WALL INTERSECTION <br />POST SEE PLAN <br />OR SOLID BLK'G. <br />SEAT ON HEADER <br />(2)2x TOP PL'S <br />PROVIDE FULL <br />WIDTH BLK'G. <br />UNDER POST <br />ABOVE <br />JOIST SEE PLAN <br />FOR DIRECTION <br />POST SEE PLAN <br />SIMP. A34 <br />EACH SIDE <br />2x SOLE PL. <br />PLYWOOD SHEATHING <br />SEE PLAN <br />BLOCKING AT POSTS/TRIMMERS13 <br />1/2" <br />MAX. <br />NOTES: <br />1. INSTALL SOLE PLATE ANCHORAGE AS SHOWN AND AT <br />SPACING INDICATED IN WOOD SHEARWALL BASE <br />CONNECTION SCHEDULE. <br />2. STAGGER ANCHORS AT DOUBLE SIDE OF SHEARWALL <br />SHEARWALL <br />WHERE OCCURS <br />SOLE PLATE <br />ANCHORAGE <br />PER SHEARWALL <br />SCHEDULE <br />1/2" <br />MAX. <br />SHEARWALL WHERE OCCURS <br />CONCRETE SLAB <br />PLATE WASHER <br />0.229"x3"x3"- <br />MIN. <br />@SHEARWALL APPLICABLE <br />NOTE 2@SHEARWALL <br />APPLICABLE NOTE 2 <br />WOOD SHEARWALL SILL PLATE ANCHORAGE14 <br />SPLICE LENGTH OF REINFORCEMENT <br />CLASS B REBAR TENSION SPLICE LENGTH <br />(PROVIDED CONCRETE COVER, CLEAR BAR SPACING AND TRANSVERSE REINFORCEMENT ARE IN <br />COMPLIANCE WITH ACI 318-19, CHAPTER 25) <br />f'c <br />25 <br />0 <br />0 <br /> <br />P <br />S <br />I <br />NO <br />R <br />M <br />A <br />L <br />WE <br />I <br />G <br />H <br />T <br />CO <br />N <br />C <br />R <br />E <br />T <br />E <br />30 <br />0 <br />0 <br /> <br />P <br />S <br />I <br />NO <br />R <br />M <br />A <br />L <br />WE <br />I <br />G <br />H <br />T <br />CO <br />N <br />C <br />R <br />E <br />T <br />E <br />LOCATION <br />*TOP BARS AND HORIZONTAL <br />WALL STEEL <br />OTHER BARS <br />*TOP BARS AND HORIZONTAL <br />WALL STEEL <br />OTHER BARS <br />Fy <br />40 <br />60 <br />40 <br />60 <br />40 <br />60 <br />40 <br />60 <br />3 4 5 6 7 8 9 10 11 <br />SPLICE LENGTH IN INCHES <br />20 27 34 41 59 68 76 86 95 <br />30 41 51 61 89 101 114 129 143 <br />16 21 26 31 46 52 59 66 73 <br />23 31 39 47 68 78 88 99 110 <br />19 25 31 37 54 62 70 78 87 <br />28 37 46 56 81 93 104 118 131 <br />14 19 24 28 42 47 54 60 67 <br />21 28 36 43 62 71 80 90 100 <br />REBAR TENSION SPLICE LENGTH <br />(PROVIDED MASONRY COVER, CLEAR BAR SPACING AND TRANSVERSE REINFORCEMENT ARE IN <br />COMPLIANCE WITH ACI 530-13, SECTION 9.3.3.3 ) <br />fy f'm <br />1500 <br />3 4 5 6 7 8 9 <br />SPLICE LENGTH IN INCHES <br />19 34 45 54 63 72 81 <br />18 30 45 54 63 72 81 <br />18 26 41 54 63 72 81 <br />18 24 38 54 63 72 81 <br />BAR SIZE <br />(psl)(psl) <br />2000 <br />2500 <br />3000 <br />60000 <br />15 <br />WALL FRAMING <br />INTERSECTION FRAMING <br />CORNER FRAMING <br />SCREWS <br />AS REQUIRED <br />SCREWS <br />AS REQUIRED <br />STUD OR CLIP ANGLES <br />AS REQUIRED FOR <br />STUD CONNECTION <br />WALL TRANSITION <br />SCREWS <br />AS REQUIRED <br />NOTES: <br />- CONNECT MULTI-STUD AND <br />CORNER TOGETHER W/#10 SDS <br />@12" O.C. U.N.O <br />16 <br />TYP. TOP TRACK SPLICE <br />EQUAL±EQUAL± <br />24" MAX. <br />MIN 16 GA. TOP <br />TRACK (54 MILS) <br />PER PLAN <br />STUD SPLICE <br />SAME THICKNESS <br />W/ TOP TRACK <br />16" LONG STUD SPLICE SAME <br />THICKNESS W/ TOP TRACK W/(8) #10 <br />SCRWS EA. SIDE (16 TOTAL) U.N.O <br />CFS STUD WALL <br />MIN 16 GA. TOP TRACK <br />(54 MILS) PER PLAN <br />A-A <br />17 <br />1430 E Edinger Ave <br />3/27/2025