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2-2X CEILING JOISTS <br />@ OPENING <br />2-2X BLKG <br />AROUND EDGES <br />HU2x-2 HANGER <br />PLATE SPLICING <br />N.T.S.24 <br />23 <br />20 16 12 08 <br />19 15 <br />04 <br />03 <br />14 10 06 <br />05 <br />02 <br />011309 <br />11 <br />18 <br />17 <br />22 <br />21 <br />PIPING THRU PLATE FRAMING <br />N.T.S. <br />STUD NOTCHING/BORING LIMITS <br />N.T.S. <br />RIDGE DETAIL <br />N.T.S. <br />POST PER PLAN <br />BM. PER PLAN <br />BEAM TO POST CONNECTION <br />N.T.S. <br />INTERIOR NON-BEARING WALL <br />N.T.S. <br />WALL FRAMING <br />N.T.S. <br />SHEAR TRANSFER <br />N.T.S. <br />RAKE DETAIL <br />N.T.S. <br />DTC CLIP <br />2x BLKG. @ 24" O.C. <br />1/2" CLR. <br />DOUBLE PLATES <br />STUD WALL <br />JOIST OR <br />3 - 16d <br />RAFTER <br />JOISTS PARALLEL TO WALL <br />PER JST <br />JOISTS PERPENDICULAR TO WALL <br />STUD WALL <br />DTC CLIP <br />1/2" CLR.JST. OR RR <br />DOUBLE PLATES <br />FLUSH BEAM CONNECTION <br />N.T.S. <br />WALL TO CEILING CONNECTION <br />N.T.S. <br />EAVE DETAIL (1-HR FIRE RATED) <br />N.T.S. <br />CALIFORNIA ROOF FRAMING <br />N.T.S. <br />SHEAR TRANSFER <br />N.T.S. <br />SIMP. STRAP MSTC66 U.O.N. <br />2X STUDS @ 16" O.C. <br />2-2X STUDS OR POST <br /> PER PLAN <br />DOUBLE TOP PLATES <br />SHEAR WALL WHERE <br /> OCCURS <br />SIMPSON END POST <br />CAP PER PLAN <br />DRAG BEAM PER PLAN <br />CEILING BEAM DETAIL <br />N.T.S. <br />EAVE DETAIL <br />N.T.S. <br />HRC PER PLAN <br />HIP <br /> <br />P <br />E <br />R <br /> <br />P <br />L <br />A <br />N <br />HIP <br /> <br />P <br />E <br />R <br /> <br />P <br />L <br />A <br />N <br />POST <br />PER PLAN <br />RIDGE PER PLAN <br />HIP ROOF DETAIL <br />N.T.S. <br />HIP TO TOP PLATE CONNECTION <br />N.T.S. <br />ATTIC OPENING DETAIL <br />N.T.S. <br />BEAM TO POST CONNECTION DET. <br />N.T.S. <br />STC-51 AND 1-HR FIRE RATED WALL <br />N.T.S. <br />2X STUDS @ 16" O.C. <br />2-2X STUDS OR POST <br /> PER PLAN <br />BEAM PER PLAN <br />POST PER PLAN <br />SIMP. STRAP ST6236 <br />BENT IN HALF <br />BEAM PER PLAN <br />POST PER PLAN <br />BEAM IN <br />PERPENDICULAR <br />DIRECTION <br />CAP PER PLAN <br />CAP PER PLAN <br />STRAP PLACEMENT DETAIL <br />N.T.S. <br />SIMP. STRAP ST6236 <br />2X STUDS @ 16" O.C. <br />SIMP. STRAP ST6236 <br />BENT IN HALF <br />2X STUDS @ 16" O.C. <br />IN PERPENDICULAR DIRECTION <br />Pr <br />o <br />j <br />e <br />c <br />t <br /> <br />N <br />a <br />m <br />e <br />Date <br />Drawing Title <br />Project Number <br />DesignedDrawn <br />DRAWING NUMBER <br />Checked <br />ANY DISCREPANCIES. DO NOT SCALE DRAWINGS; USE FIGURED DIMENSIONS. <br />CONTRACTOR IS TO NOTIFY THE ENGINEER FOR CLARIFICATION OF <br />OR EXISTING FIELD CONDITIONS AGAINST DRAWINGS. <br />CONTRACTORS ARE TO VERIFY ALL DIMENSIONS ON DRAWINGS <br />CALIFORNIA RELATING TO STRUCTURES AND BUILDINGS. <br />RULES, REGULATIONS AND ORDINANCES OF THE STATE OF <br />THE BEST OF MY KNOWLEDGE, THE SAME COMPLIES WITH THE <br />HAS BEEN PREPARED UNDER MY SUPERVISION AND THAT TO <br />I HEREBY CERTIFY THAT THE ENGINEERING ON THESE PLANS <br />NO. DATE REVISION <br />NE <br />W <br /> <br />A <br />D <br />U <br /> <br />- <br /> <br />J <br />A <br />D <br />U <br /> <br />A <br />N <br />D <br /> <br />A <br />D <br />D <br />I <br />T <br />I <br />O <br />N <br />OW <br />N <br />E <br />R <br />: <br /> <br />O <br />K <br /> <br />H <br />A <br /> <br />F <br />A <br />M <br />I <br />L <br />Y <br /> <br />L <br />I <br />M <br />I <br />T <br />E <br />D <br /> <br />P <br />A <br />R <br />T <br />N <br />E <br />R <br />S <br />H <br />I <br />P <br />16 <br />1 <br />3 <br /> <br />W <br /> <br />C <br />H <br />E <br />S <br />T <br />N <br />U <br />T <br /> <br />A <br />V <br />E <br />, <br /> <br />M <br />A <br />I <br />N <br /> <br />U <br />N <br />I <br />T <br /> <br />A <br />N <br />D <br /> <br />U <br />N <br />I <br />T <br /> <br />2 <br /> <br />& <br /> <br />3 <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 />3 <br />SD-2 <br />1613 W Chestnut Ave, #2 <br />& #312/12/2024