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3 5 <br />10 <br />11 <br />1 2 <br />12 13 <br />16 1817 20 <br />6 87 <br />FOOTING DETAIL AT CORNER <br />6Ø <br /> <br />S <br />t <br />i <br />r <br />r <br />u <br />p <br />s <br /> <br />& <br /> <br />T <br />i <br />e <br />s <br />2~ <br />8 <br />" <br /> <br />M <br />i <br />n <br />. <br /> <br />S <br />t <br />i <br />r <br />r <br />u <br />p <br />s <br /> <br />& <br /> <br />T <br />i <br />e <br />s <br />4" <br /> <br />M <br />i <br />n <br />. <br /> <br />T <br />y <br />p <br />. <br />12 <br />Ø <br /> <br />E <br />x <br />t <br />e <br />n <br />s <br />i <br />o <br />n <br />Ø <br />6Ø or <br />4" Min. <br />6Ø O <br />R <br />4" M <br />i <br />n <br />. <br />L <br />Ø <br />o <br />r <br />1" <br /> <br />C <br />l <br />r <br />. <br />BAR BENDING 14 15 <br />19HOLDOWN @ EXTERNAL CONT. FOOTING <br />Le <br />Pe <br />r <br /> <br />P <br />l <br />a <br />n <br />E.N. <br />26 GA. GALV. STL. WEEP <br />SCREED TYP. <br />24 <br />" <br /> <br />M <br />I <br />N <br />. <br />MIN. 2-#5 BARS <br />(TOP & BOT) <br />x <br />x <br />2x PRESSURE TREATED SILL <br />PLATE W/ 18"Ø x 3-12" SHOT PIN <br />@ 48" O.C. W/ 14GAUGE <br />WASHERS. FIRST 2 PINS <br />PLACES AT 6" & 16" FROM <br />PLATE END (HILTI DN PINS.) <br />(ICC ESR 1663) <br />2x STUDS @ 16"O.C. <br />CONCRETE SLAB <br />EN. TYP. <br />24" <br />24" <br />2-#5 TOP & BOTT.24 <br />" <br />8" <br />18 <br />" <br /> <br />M <br />i <br />n <br />SQ. PAD FOOTING <br />PER PLAN <br />3" <br /> <br />C <br />L <br />R <br />. <br />#4 BOT. BARS (PER PLAN) <br />EA. WAY <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 />sheet no: <br />sheet title: <br />revisions: <br />- <br />- <br />- <br />- <br />drawn by: <br />job number: <br />AM <br />- <br />N <br />e <br />w <br /> <br />A <br />D <br />U <br />- <br />2 <br />0 <br />1 <br />0 <br /> <br />A <br />l <br />c <br />o <br /> <br />A <br />v <br />e <br />, <br /> <br />U <br />n <br />i <br />t <br /> <br />2 <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 />3 <br />AR24-0819 <br />DATE: 02/05/2025 <br />THESE DRAWINGS AND <br />SPECIFICATIONS, IDEAS, DESIGNS AND <br />ARRANGEMENTS ARE, AND SHALL <br />REMAIN, THE PROPERTY OF AB33R <br />ENGINEERING LLC. NO PART SHALL BE <br />COPIED, REPRODUCED OR OTHERWISE <br />USED, DIRECTLY OR INDIRECTLY, IN <br />WHOLE OR IN PART, IN CONNECTION <br />WITH ANY OTHER WORK OR PROJECT <br />WITHOUT THE WRITTEN CONSENT OF <br />AB33R ENGINEERING. VISUAL CONTACT <br />WITH THESE DRAWINGS AND/OR <br />SPECIFICATIONS SHALL CONSTITUTE A <br />PRIMA FACIE EVIDENCE OF <br />ACCEPTANCE OF THESE RESTRICTIONS. <br />2610 E EMBRY LN. <br />ONTARIO, CA 91762 <br />TEL: (909) 907 - 3949 <br />EMAIL: <br />ab33r.engineering@gmail.com <br />AB33R <br />ENGINEERING <br />SD2 <br />CONSTRUCTION <br />DETAILS <br />3-31-233-31-25 <br />02/10/2025 <br />2010 W Alco Ave Unit <br />#24/22/2025