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9/15/2023 <br />10 <br />Mu <br />l <br />t <br />i <br />- <br />F <br />a <br />m <br />i <br />l <br />y <br /> <br />D <br />w <br />e <br />l <br />l <br />i <br />n <br />g <br />AD <br />U <br /> <br />A <br />d <br />d <br />i <br />t <br />i <br />o <br />n <br />s <br />13 <br />1 <br />6 <br /> <br />N <br />. <br /> <br />S <br />y <br />c <br />a <br />m <br />o <br />r <br />e <br /> <br />S <br />t <br />. <br /> <br />U <br />n <br />i <br />t <br />s <br /> <br /># <br />1 <br />0 <br />0 <br /> <br />& <br /> <br /># <br />1 <br />0 <br />1 <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 />Construction <br />Details <br />Sheet:of8 <br />Date: <br />SD-2 <br />1NTS <br />DEPTH, D <br />JOIST DEPTH AT <br />TAPER CUT <br />DEPTH OF TAPER <br />CUT, D/4 MAX. <br />MEASURED AT <br />INSIDE FACE <br />OF SUPPORT <br />CEILING JOIST TAPER CUT <br />DEPTH <br />, <br /> <br />D <br />D/4 MA <br />X <br />. <br />CANTILEVER LENGTH <br />NOT TO EXCEED <br />24 INCHES <br />NOT <br />LESS <br />THAN <br />3-1/2 <br />INCHES <br />RAFTER NOTCH <br />TYPICAL NOTCHING & BORING <br />PIPE OR <br />CONDUIT <br />D (ACTUAL DEPTH) <br />D/3 MAX. <br />2" MIN. <br />2" MIN. FROM TOP & <br />BOTTOM OF JOIST <br />FLOOR MEMBERS - CUTTING, NOTCHING & DRILLING <br />D/6 MAX. <br />D/3 MAX. <br />L/3 <br />L <br />NO NOTCHES <br />PERMITTED <br />L/3 <br />D/6 MAX. <br />FOR MEMBERS <br />LESS THAN <br />4 IN. NOMINAL <br />DIMENSION <br />D/3 MAX.D <br />D <br />D/4 MAX. <br />D/4 MAX. <br />FLOOR JOIST - CENTER CUTS <br />FLOOR JOIST - END CUTS <br />STUD <br />5 <br />8 IN. MIN. <br />TO EDGE <br />IF HOLE IS BETWEEN 40% <br />AND 60% OF STUD DEPTH, <br />THEN STUD MUST BE <br />DOUBLE AND NO MORE <br />THAN TWO SUCCESSIVE <br />STUDS ARE DOUBLED <br />AND SO BORED <br />TOP PLATES <br />BORED HOLE MAX. <br />DIAMETER 40% <br />OF STUD DEPTH <br />5 <br />8 IN. MIN. TO EDGE <br />NOTCH MUST NOT <br />EXCEED 25% <br />OF STUD DEPTH <br />BORED HOLES SHALL <br />NOT BE LOCATED IN <br />THE SAME CROSS <br />SECTION OF CUT OR <br />NOTCH IN STUD <br />NOTCHING AND BORED HOLE LIMITATIONS <br />FOR EXTERIOR WALLS AND BEARING WALLS <br />STUD <br />5 <br />8 IN. MIN. <br />TO EDGE <br />TOP PLATES <br />BORED HOLE MAX. <br />DIAMETER 60% <br />OF STUD DEPTH <br />5 <br />8 IN. MIN. TO EDGE <br />NOTCH MUST NOT <br />EXCEED 40% <br />OF STUD DEPTH <br />BORED HOLES SHALL <br />NOT BE LOCATED IN <br />THE SAME CROSS <br />SECTION OF CUT OR <br />NOTCH IN STUD <br />NOTCHING AND BORED HOLE LIMITATIONS <br />FOR INTERIOR NONBEARING WALLS <br />HOLES SHALL NOT BE LOCATED WITHIN 2 IN OF A NOTCH <br />OR ANY OTHER HOLE LOCATED IN THE MEMBER. <br />NOTE: <br />DR <br />A <br />F <br />T <br />I <br />N <br />G <br /> <br />& <br /> <br />D <br />E <br />S <br />I <br />G <br />N <br /> <br />S <br />E <br />R <br />V <br />I <br />C <br />E <br />S <br />, <br /> <br />L <br />L <br />C <br />KT <br />A <br /> <br />D <br />R <br />A <br />F <br />T <br />I <br />N <br />G <br /> <br />& <br /> <br />D <br />E <br />S <br />I <br />G <br />N <br /> <br />S <br />E <br />R <br />V <br />I <br />C <br />E <br />S <br />, <br /> <br />L <br />L <br />C <br />22 <br />2 <br /> <br />W <br />. <br /> <br />6 <br />T <br />H <br /> <br />S <br />T <br />, <br /> <br />S <br />U <br />I <br />T <br />E <br /> <br />4 <br />0 <br />0 <br /> <br />| S <br />A <br />N <br /> <br />P <br />E <br />D <br />R <br />O <br />, <br /> <br />C <br />A <br /> <br />9 <br />0 <br />7 <br />3 <br />1 <br />E: <br /> i <br />n <br />f <br />o <br />@ <br />k <br />t <br />a <br />d <br />r <br />a <br />f <br />t <br />i <br />n <br />g <br />. <br />c <br />o <br />m <br /> <br />| <br />T <br />: <br /> <br />(3 <br />1 <br />0 <br />) <br />- <br />9 <br />4 <br />0 <br />- <br />9 <br />0 <br />2 <br />2 <br />ww <br />w <br />. <br />k <br />t <br />a <br />d <br />r <br />a <br />f <br />t <br />i <br />n <br />g <br />. <br />c <br />o <br />m <br />PLANS PREPARED BY KTA DRAFTING <br />& DESIGN SERVICES, LLC. <br />____________________________ <br />KEVIN TA, PRINCIPAL <br />No part of this plan set may be changed, reproduced or distributed in any form or by any means, without the prior written permission of KTA DRAFTING & DESIGN SERVICES, LLC. <br />1316 N Sycamore St, Unit 100 <br />& 101 - 101115529-30 <br />11/8/2023