Laserfiche WebLink
12NOT USED SCALE: 1" = 1'-0"SCALE: 1" = 1'-0" <br />SCALE: 1" = 1'-0" <br />NOT USED SCALE: 1" = 1'-0" <br />SCALE: 1" = 1'-0" <br />SCALE: 1" = 1'-0"SHEAR TRANSFER DETAIL STAIR SECTION <br />8 <br />9 6 <br />2 <br />3 <br />12" PLYWOOD TREAD <br />MIN., S.A.D. <br />S.A.D. <br />7 12" M <br />I <br />N <br />. <br />(N) STRINGER PER PLAN <br />(N) 2x P.T. SILL PL W/ <br />5 8"ØWEDGE ANCHOR @ <br />16" O.C. EMBED = 2" MIN <br />(E) SLAB ON GRADE <br />2x PT SILL PLATE W/ SHOT PIN ANCHORS <br />PER PLAN <br />CAST IN ANCHOR BASE CONNECTION A <br />SHOT PIN BASE CONNECTION B <br />TOP OF CONCRETE SLAB, CURB, <br />FOOTING, ETC. AS APPLICABLE <br />CONTINUOUS CONCRETE (WHERE <br />OCCURS) <br />STUDWALL PER PLAN, S.A.D. <br />FINISH S.A.D. <br />TOP OF CONCRETE SLAB, CURB, <br />FOOTING, ETC. AS APPLICABLE <br />STUDWALL PER PLAN <br />FINISH S.A.D. <br />EDGE OF CONCRETE (WHERE OCCURS) <br />CONTINUOUS SLAB (WHERE OCCURS) <br />EDGE OF CONCRETE (WHERE OCCURS) <br />2x PT SILL PLATE <br />5 8"Ø A.B.'S @ 4'-0" O.C. PROVIDE <br />MINIMUM TWO BOLTS PER SILL PLATE <br />& ONE BOLT NOT LESS THAN 4" FROM <br />ENDS OF SILL PLATE <br />NOTE <br />1.AT CONTRACTOR'S DISCRETION <br />INSET DETAIL A CAN ALSO BE USED <br />IN LIEU OF DETAIL B. <br />(1) <br />1 3/4" <br />1 3/4" <br />7" <br /> <br />M <br />I <br />N <br />. <br />DETAILS <br />S-2 <br />1" = 1'-0" <br />TD - WD.DWG <br />© <br />C <br />O <br />P <br />Y <br />R <br />I <br />G <br />H <br />T <br /> <br />2 <br />0 <br />2 <br />1 <br />, <br /> <br />G <br />A <br />R <br />C <br />I <br />A <br /> <br />C <br />A <br />S <br />T <br />R <br />O <br /> <br />& <br /> <br />A <br />S <br />S <br />O <br />C <br />I <br />A <br />T <br />E <br />S <br /> <br />I <br />N <br />C <br /> <br />( <br />" <br />G <br />C <br />A <br />" <br />) <br />, <br /> <br />7 <br />5 <br />0 <br /> <br />O <br />T <br />A <br />Y <br /> <br />L <br />A <br />K <br />E <br />S <br /> <br />R <br />D <br /> <br /># <br />2 <br />0 <br />2 <br />, <br /> <br />C <br />H <br />U <br />L <br />A <br /> <br />V <br />I <br />S <br />T <br />A <br /> <br />C <br />A <br /> <br />9 <br />1 <br />9 <br />1 <br />0 <br /> <br />/ <br /> <br />A <br />L <br />L <br /> <br />C <br />O <br />N <br />S <br />T <br />R <br />U <br />C <br />T <br />I <br />O <br />N <br /> <br />D <br />O <br />C <br />U <br />M <br />E <br />N <br />T <br />S <br /> <br />S <br />H <br />A <br />L <br />L <br /> <br />R <br />E <br />M <br />A <br />I <br />N <br /> <br />P <br />R <br />O <br />P <br />E <br />R <br />T <br />Y <br /> <br />O <br />F <br /> <br />G <br />C <br />A <br />. <br /> <br />A <br />L <br />L <br /> <br />U <br />N <br />A <br />U <br />T <br />H <br />O <br />R <br />I <br />Z <br />E <br />D <br /> <br />U <br />S <br />E <br />, <br /> <br />M <br />O <br />D <br />I <br />F <br />I <br />C <br />A <br />T <br />I <br />O <br />N <br /> <br />O <br />R <br /> <br />R <br />E <br />P <br />R <br />O <br />D <br />U <br />C <br />T <br />I <br />O <br />N <br /> <br />I <br />S <br /> <br />P <br />R <br />O <br />H <br />I <br />B <br />I <br />T <br />E <br />D <br />. <br /> <br />G <br />C <br />A <br /> <br />S <br />H <br />A <br />L <br />L <br /> <br />R <br />E <br />T <br />A <br />I <br />N <br /> <br />A <br />L <br />L <br /> <br />R <br />I <br />G <br />H <br />T <br />S <br /> <br />T <br />O <br /> <br />I <br />N <br />T <br />E <br />L <br />L <br />E <br />C <br />T <br />U <br />A <br />L <br /> <br />P <br />R <br />O <br />P <br />E <br />R <br />T <br />Y <br /> <br />C <br />O <br />N <br />T <br />A <br />I <br />N <br />E <br />D <br /> <br />H <br />E <br />R <br />E <br />I <br />N <br />. <br />ISSUE DATE: <br />ISSUE NO.: <br />STAMP: <br />EXPIRATION DATE: 3/31/2026 <br />PROJECT NAME: <br />CONSULTANTS <br />PROJECT ADDRESS: <br />OWNER: <br />PROJECT NO.: <br />CAD DWG FILE: <br />DRAWN BY: <br />CHECKED BY: <br />SHEET TITLE: <br />SHEET SCALE: <br />ISSUE <br />IGC <br />IGC <br />750 Otay Lakes Rd #202 <br />Chula Vista, CA 91910 <br />e: garciacastro.se@gmail.com <br />www.gcastructural.com <br />DATE <br />10/18/2024 <br />HARBOR BUSINESS <br />PARK <br />3625 MACARTHUR BLVD <br />SUITE 307-308 <br />SANTA ANA, CA <br />LANDLORD <br />IMPROVEMENT <br />2416.2 <br />CDL DESIGN GROUP <br />12 MAUCHLY, SUITE E <br />IRVINE, CA <br />PC RESUBMITTAL <br />PC SUBMITTAL <br />2 <br />7/9/2024 <br />PC RESUBMITTAL9/20/2024 <br />147SCALE: 1" = 1'-0"DETAIL DETAILSCALE: 1" = 1'-0"SCALE: 1" = 1'-0"SCALE: 1" = 1'-0" <br />SCALE: 1" = 1'-0"11 <br />10 <br />5DETAILSCALE: 1" = 1'-0"DETAIL <br />(E) JOIST PER PLAN <br />(E) STUDWALL PER <br />PLAN <br />(N) STRINGER PER PLAN <br />(N) SIMPSON THA29 <br />HANGER <br />(E) SHEATHING <br />PER PLAN <br />3' <br />- <br />6 <br />" <br /> <br />M <br />A <br />X <br />. <br /> <br />S <br />. <br />A <br />. <br />D <br />. <br />(N) 2x4 @ 16" O.C. <br />STUD WALL <br />(N) WALL FINISH, <br />S.A.D. <br />(N) 2x BLK'G @ <br />HANDRAIL, S.A.D. <br />(N) DBL 2x STRINGER <br />W/ 2-SDS25600 @ EA. <br />STUD, TYP. <br />(N) P.T. SILL PL W/ <br />ANCHORAGE PER <br />PLAN <br />S.A.D. <br />(E) PARTITION WALL <br />(E) SLAB ON GRADE <br />(N) FLOOR INFILL <br />SHEATHING PER <br />PLAN <br />(N) INFILL JOIST PER <br />PLAN W/ SIMPSON FACE <br />MOUNT HANGER <br />(E) SHEATHING <br />(E) JOIST, V.I.F. <br />(E) 2x BEARING <br />WALL, V.I.F. <br />(N) 3x LEDGER W/ <br />2-SDS25300 & A35 @ 16" O.C. <br />(N) 10d @ 6" O.C. B.N. <br />(N) FLOOR INFILL <br />SHEATHING PER <br />PLAN <br />(N) 2x BLK'G @ 48" O.C. <br />(E) SHEATHING <br />(E) JOIST, V.I.F. <br />(E) 2x BEARING <br />WALL, V.I.F. <br />(N) 3x LEDGER W/ 2-10d <br />COMMONS & A35 @ 16" O.C. <br />(N) 10d @ 6" O.C. B.N. <br />(N) INFILL JOIST PER PLAN <br />(N) FLOOR INFILL <br />SHEATHING PER <br />PLAN <br />(N) INFILL JOIST PER <br />PLAN W/ SIMPSON FACE <br />MOUNT HANGER <br />(N) SHEAR WALL <br />PER PLAN <br />(N) 3x LEDGER W/ <br />2-SDS25300 & A35 @ 16" O.C. <br />(N) CONT. 6x <br />BLK'G <br />DETAIL <br />SHEAR TRANSFER - CONC. WALL (N) WALL BASE CONNECTION TO (E) S.O.G. <br />1' <br />- <br />6 <br />" <br />1 <br />1 <br />1'-0"(N) STRINGER <br />FOOTING PER PLAN <br />(N) #4 x 18"L EPOXY <br />DOWELS @ 12" O.C. W/ <br />8" EMBEDMENT, TYP. <br />(N) STUDWALL <br />PER PLAN <br />(N) SILL PLATE AS <br />REQUIRED W/ CONN. <br />PER PLAN <br />(E) CONC. FTG. <br />PER PLAN <br />(E) SLAB ON <br />GRADE <br />E.N. <br />(E) 2x BEARING <br />WALL PER PLAN <br />SHEAR TRANSFER - WOOD WALL <br />(E) SHEATHING <br />(E) JOIST PER PLAN <br />SISTERED JOIST PER PLAN <br />2-ROWS OF 16d @ 16" O.C. <br />TYP. EA. SIDE <br />2 <br />2 <br />3625 W MacArthur Blvd <br />#30712/9/2024