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3 4 5 <br />10 <br />11 15 <br />1 2 <br />12 13 <br />16 1817 20 <br />6 8 97 <br />14 <br />19 <br />HDR / BEAM PER PLAN <br />AS OCCURS <br /> 1 1/8" PLYWOOD LANDING <br />LANDING JOIST w/ <br />SIMP. "UTF" HANGER <br />SEE FRMG. PLAN <br />STUD WALL WHERE OCCURS <br />NOTCH STRINGER AS REQUIRED <br />SIMPSON HANGER TYP. <br />118" PLYWOOD GLUE <br />& SCREW TO STRINGERS <br />1/2" R. EASED EDGE <br />(2)-2x14 STRINGER <br />1/8"TYP. <br />3x6 BLOCK <br />OR <br />, <br /> <br />4 <br />2 <br />" <br /> <br />G <br />U <br />A <br />R <br />D <br />R <br />A <br />I <br />L <br />TYP. <br />MA <br />X <br /> O <br />/ <br />C <br />2x STRINGER <br />OR, BEAM PER PLAN <br />2"X6" S.S. <br />WOOD RAIL <br />2" SQ. x 3 16" THK. <br />TUBE POSTS @ <br />4'-0" O.C. MAX. <br />NOTE: <br />PROVIDE INTERMEDIATE <br />RAILS SPACED SUCH THAT <br />A 4"Ø SPHERE CANNOT <br />PASS THRU <br />(4)-3/8"Ø x 6" <br />LAG SCREWS <br />4x6 BLKG. WITH <br />A35 EA. END <br />4"x4"x1 2" <br />STL. PLATE <br />11 4" <br />1/2" <br />4" <br />34 <br />" <br />- <br />3 <br />8 <br />" <br /> <br />H <br />A <br />N <br />D <br />R <br />A <br />I <br />L <br />4" <br />4" <br />3" <br />3"1/2" <br />1 <br />14"- <br />2 <br />" <br /> <br />A <br />T <br /> <br />S <br />T <br />A <br />I <br />R <br />HA <br />N <br />D <br />R <br />A <br />I <br />L <br />2" MAX. <br />STANDARD METAL HANDRAIL <br />HARDWARE @ 4'-0" <br />INTARVALS MAX SCREWS <br />SET INTO STUDS <br />114" DIA. WOOD DOWEL <br />112" CLR. <br />(2)-16d (16 GA) x 3" <br />LONG WOOD SCREWS <br />2x SOLID BLK'G. <br />ALONG HANDRAIL <br />FASTENERS <br />2x STUDS @ <br />16" O.C. TYP. <br />1/2" GYP. BRD. <br />TYP. <br />STANDARD PICKET RAILING TOP RAIL <br />BOT. RAIL <br />PICKETS <br />2"x3" <br />58" PICKETS <br />2"x3" <br />ALL STEEL TUBING 12 GAUGE <br />4" MAX. OPENING (TYP.) <br />2" SQ.x 316" <br />TUBE POST <br />3/16" <br />MAX. OPENING < 4" <br />A 4"∅ SPEHRE SHALL NOT <br />PASS THRU. (TYP.) <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 />SD2 <br />CONSTRUCTION <br />DETAILS