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3 4 5 <br />10 <br />15 <br />1 2 <br />12 13 <br />16 1817 20 <br />6 8 97 <br />14 <br />19 <br />11 <br />2x4 FLAT @ 24"O.C. <br />2x NAILER W/ 16d NAILS @ <br />16"O.C. <br />DOUBLE TOP <br />PLATE <br />STUD WALL <br />2-16d NAILS <br />PER 2x4 FLAT <br />JOIST OR <br />RAFTER <br />DOUBLE <br />TOP PLATE <br />STUD WALL <br />1/2" CLEAR <br />PLATE TO JOIST <br />SIMPSON 'STC' TRUSS <br />CLIPS @ 48" O.C. <br />JOIST OR RAFTER <br />ROOF CONNECTION AT WALL RIDGE CONNECTION DRAG CONNECTION <br />CALIFORNIA FRAMING OVERBUILD, TYP.ROOF CONNECTION AT WALL W/ CALIF. FRAMING <br />POST CONNECTION TO PAD FOOTING <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-#5 BARS <br />(TOP & BOT) <br />x <br />x <br />2x PRESSURE TREATED SILL <br />PLATE W/ 18"Ø x 312" SHOT PIN <br />@ 48" O.C. W/ 14-GAUGE <br />WASHERS. FIRST TWO 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 />ON-GRADE <br />DRYWALL <br />AS OCCURS <br />ROOF CONNECTION AT INT. SHEAR WALL <br />CONT. FOOTING DETAIL AT INTERIOR WALL <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 />5 <br />4 <br />1 <br />2 <br /> <br />W <br /> <br />K <br />e <br />d <br />g <br />e <br /> <br />A <br />v <br />e <br /> <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 />4 <br />AR25-039 <br />DATE: 06/27/2025 <br />THESE DRAWINGS AND <br />SPECIFICATIONS, IDEAS, DESIGNS AND <br />ARRANGEMENTS ARE, AND SHALL <br />REMAIN, THE PROPERTY OF REFUGIO <br />DOMINGUEZ ENGINEERING <br />CONSULTANTS. 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 />OONNATI. VISUAL CONTACT WITH <br />THESE DRAWINGS AND/OR <br />SPECIFICATIONS SHALL CONSTITUTE A <br />PRIMA FACIE EVIDENCE OF <br />ACCEPTANCE OF THESE <br />RESTRICTIONS. <br />254 COTTONWOOD ST, <br />ONTARIO, CA 91761 <br />TEL: (909) 907 - 3949 <br />EMAIL: <br />ab33r.engineering@gmail.com <br />REFUGIO <br />DOMINGUEZ <br />ENGINEERING CONSULTANTS <br />SD1 <br />CONSTRUCTION <br />DETAILS <br />3-31-233-31-253/31/273/31/27