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3 4 5 <br />10 <br />11 15 <br />1 2 <br />12 13 <br />16 17 20 <br />6 8 97 <br />14 <br />HOLDOWN @ 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-#4 BARS <br />(TOP & BOT) <br />x <br />x <br />18 19 <br />2-#4 TOP & BOTT. <br />24 <br />" <br /> <br />M <br />i <br />n <br />. <br />8" <br />24 <br />" <br /> <br />M <br />i <br />n <br />. <br />SQ. PAD FOOTING <br />PER PLAN <br />3" <br /> <br />C <br />L <br />R <br />. <br />#4 REBARS (PER PLAN) <br />EA. WAY <br />2-#4 REBARS T&B CONC. SLAB. PER PLAN <br />2" THK SAND <br />2-# 4 (T&B) <br />W/ #3 TIES @ 12" O.C. <br />15" <br />3" CLR. <br />24 <br />3" <br /> <br />C <br />L <br />E <br />A <br />R <br />#4 DOWELS (24" LONG EW.) <br />TO MATCH SLAB REBAR SPACING1218"24" <br />24" <br />24 <br />" <br />12" <br />2x P.T. SILL W/ 2- 5/8" DIA. A.B. <br />(FULL BEARING) <br />(2)-A35 EA <br />STRINGER <br />2x14 STRINGER <br />PER PLAN <br />5/8" TYPE "X" GYP. BRD. <br />3/4" CDX PLYWD. <br />3/4" CDX PLYWD. <br />FIRE BLOCK <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 />4 <br />0 <br />6 <br /> <br />S <br /> <br />A <br />n <br />d <br />r <br />e <br />s <br /> <br />P <br />l <br />a <br />c <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 />4 <br />AR24-1018 <br />DATE: 07/29/2025 <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 />SD3 <br />CONSTRUCTION <br />DETAILS <br />3-31-233-31-253/31/273/31/27 <br />08/01/2025