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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 />P.P. <br />DATE: <br />JOB NO.: 231014 <br />12/26/2023 <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 />SI <br />N <br />G <br />L <br />E <br /> <br />F <br />A <br />M <br />I <br />L <br />Y <br /> <br />R <br />E <br />S <br />I <br />D <br />E <br />N <br />C <br />E <br />90 <br />1 <br /> <br />E <br /> <br />M <br />Y <br />R <br />T <br />L <br />E <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 />1 <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 />12/26/2023 <br />S-0.20 <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 />EXTERIOR <br />SHEATHING <br />SEE ARCH. FOR <br />INSULATION AND <br />MEMBRANE <br />STEEL ANGLE SCHEDULE <br />SIZE SPAN MAX. <br />L4x3 1/2x3/8 <br />L6x3 1/2x1/2 <br />L7x4x5/8 <br />8'-0" <br />14'-0" <br />16'-0" <br />ADD 9 GAUGE WIRE JOINT REINF. @24" <br />O.C. VERTICAL FOR BUILDING IN SEISMIC <br />DESIGN CATEGORIES C, D, E, F. <br />FERO PAC-TIE WITH 2-#6 x 2" DECK <br />SCREW AND WASHERS AS FOLLOWS: <br />- TYPICAL AT 16" HORIZONTAL AND AT <br />24" VERTICAL <br />- AROUND OPENINGS AT 12" <br />HORIZONTAL AND AT 16" VERTICAL <br />- NOT MORE THAN 12" FROM EDGE OF <br />OPENINGS. <br />- LOCATE ROW OF TIES MAX 12" ABOVE <br />BEARING LEVEL <br />AND 8" FROM TOP OF WALL. <br />LLV STEEL ANGLE SUPPORT 3'-6" <br />VENEER HEIGHT MAX AND NEED TO <br />EXTENT AND BEAR ON EACH SIDE OF <br />OPENING 4" MIN. SEE SCHEDULE FOR <br />SIZE <br />STUD WALL <br />PER PLAN <br />BEAM OR <br />HEADER <br />PER PLAN <br />1/2" DIA. LAG SCREW <br />@12" O.C. WITH 2.5" <br />MIN. EMBED TO BEAM <br />OR HEADER <br />OPENING <br />VENEER TO WOOD WALL <br />4 <br />2 <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 />11 7 <br />8 <br />9 <br />12 <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 />END POST <br />AT HD <br />EDGE NAIL <br />TO HOLD <br />DOWN END <br />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 />SCHEDULENOTES: <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 <br />ALL VERTICAL <br />PANEL SPLICES <br />(STAGG.). <br />POST SIZE AT <br />SPLICE PER <br />SHEAR WALL <br />SCHEDULE <br />NOTES. <br />SHEAR WALL FRAMING ELEVATION <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 />PARTITION WALL (NON-BEARING/ NON-SHEARWALL) <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 NAINILG <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 />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 />1/2" <br />3D <br />MAX. <br />L/3 MIN. <br />D <br />MIN. <br />D/ <br />4 <br />MA <br />X <br />. <br />2" <br /> <br />M <br />I <br />N <br />2" <br /> <br />M <br />I <br />N <br />D/ <br />5 <br />MA <br />X <br />. <br />D ℄ JOIST <br />AND HOLE <br />NOTE: <br />1. D = DEPTH OF JOIST OR BEAM <br /> D1= STUD WIDTH <br /> L = CLEAR SPAN <br />2. PERDRILL CORNERS OF NOTCHES <br />3. NOTCH MAY OCCUR TOP OR BOTTOM, NOT BOTH. <br />4. NOTCHES AND HOLES ARE NOT ALLOWED IN CANTILEVER PORTION OF JOISTS. <br />5. MAX. ALLOWED IS A COMBINATION OF TWO NOTCHES AND/OR HOLES IN L/3 SPAN. <br />D/ <br />6 <br />MA <br />X <br />. <br />RAFTER, <br />JOIST OR <br />BEAM <br />DRILLING HOLES AND NOTCHING OF THE JOIST <br />ROOF TRUSSES OR RAFTER PER PLAN <br />NOTE: <br />- USE PRE-FAB. STEP-DOWN TRUSSES <br /> PERPENDICULAR TO ROOF TRUSSES <br /> IN-LIEU OF 2x JACK RAFTERS <br />2x4 OR 2X6 RAFTERS @ 24" O.C. MAX. <br />MAX. SPAN: <br />2x4 = 4'-0" <br />2x6 = 8'-0" <br />2x VALLEY PLATE W/(3) 16d <br />INTO EACH RAFTER OR TRUSS <br />ADD 2x4 STRUT FROM JACK RAFTER TO RAFTER <br />OR TRUSS BELOW TO LIMIT OVER FRAMING <br />RAFTER SPAN <br />2x RIDGE BOARD W/ DEPTH <br />GREATER THAN JACK RAFTER <br />OVER FRAMING <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 />DOUBLE TOP PLATES <br />SILL PLATE <br />NOTE : <br />WHERE NOTCH IS GREATER THAN 1" PROVIDE 10 GA STRAP <br />W/ WIDTH SAME AS DBL TOP PL.TOP PL OF SHEAR WALLS <br />SHALL NOT BE NOTCHED UNLESS SPECIFICALLY DETAILED. <br />NOTE : <br />WHERE DEPTH OF NOTCH "B" OS GREATER THAN D/5 PROVIDE <br />ANCHOR BOLT EA SIDE OF NOTCH PER END REQUIREMENT. NO <br />MORE THAN ONE NOTCH IS PERMITTED IN EVERY 12'-0" @ <br />SHEAR WALL <br />5" MIN. <br />9" MAX. <br />5" MIN. <br />9" MAX. <br />5" MIN. <br />9" MAX. <br />2D <br />MIN. <br />D <br />D/ <br />2 <br />D/ <br />2 <br />"B" <br />8" MAX <br />@ SHEAR WALL "B <br />" <br />D/ <br />3 <br />8) 16D SIDE OF <br />NOTCH (4PL) <br />5" <br />3" <br />MAX.5"NOTCH <br />D/ <br />2 <br />MA <br />X <br />. <br />2D <br />MIN. <br />D/ <br />3 <br />D/ <br />2 <br />D/ <br />2 <br />D <br />DRILLED HOLE <br />END OF SILL PL <br />END OF SILL PL <br />PLATE NOTCH AT NON SHEAR WALL <br />NON BEARING STUDS BEARING STUDS <br />NOTES: <br />1. NOTCHING AND BORING SHOULD NOT <br />OCCUR IN SAME STUD SECTION <br />2. NO MORE THAN TWO SUCCESSIVE <br />DOUBLE STUDS MAY HAVE 60% MAX <br />BORING HOLES <br />5/8" MIN. <br />DISTANCE TYP. <br />ALL STUD 5/8" MIN. <br />DISTANCE TYP. <br />ALL STUD <br />1-1/2" <br />1-1/2" <br />40% MAX. STUD <br />WIDTH NOTCH <br />60% MAX. <br />STUD <br />WITH BORE <br />NOTCH SCHEDULE <br />25% <br />40% <br />60% <br />7/8" <br />1-3/8" <br />2" <br />2 x 4 <br />% OF STUDS <br />NOTCH/BORE <br />1-3/4" <br />2-1/8" <br />4-1/4" <br />2 x 8 <br />60% MAX. <br />STUD <br />WITH BORE <br />STUD NOTCHING/BORING LIMITS <br />1-3/8" <br />2-1/8" <br />3-1/4" <br />2 x 6 <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 />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 ANCHORAGE <br />1/2" <br />MAX. <br />14 <br />SPLICE LENGTH OF REINFORCEMENT <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 />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 />45 <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 />*TOP BARS AND HORIZONTAL <br />WALL STEEL <br />OTHER BARS <br />40 <br />60 <br />40 <br />60 <br />17 22 28 33 49 55 63 70 78 <br />25 33 42 50 73 83 94 105 117 <br />13 17 22 26 37 43 48 54 60 <br />19 26 32 38 56 64 72 81 90 <br />15 <br />901 E Myrtle St Unit# 2 - <br />1011181606/27/2024