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1 <br />2 <br />DRAG DETAIL <br />WOOD BEAM <br />PER PLAN <br />BACK-TO-BACK <br />CFS POST <br />PER PLAN <br />600T125-54 <br />TOP TRACK (U.N.O.) <br />STUD PER PLAN <br />SIMPSON <br />ST6236 STRAP <br />W/#10 SCRWS <br />EQ.EQ. <br />DRAG DETAIL <br />BEAM <br />PER PLAN <br />TRUSS <br />W/ POCKET @ BM <br />TRUSS BLK'G <br />PER TRUSS ENGINEER <br />E.N. <br />SIMPSON A35 <br />@ 24" O/C (MAX.) <br />SIMPSON A35 <br />@ 24" O.C. <br />TYP. SHEATHING <br />(SEE S-0.10 SHEET) <br />16d's <br />@ 6" O.C. <br />F.H. BLK'G <br />w/E.N. <br />@ 48" O.C. <br />16d's @ 6" O.C. <br />TRUSS <br />PER PLAN <br />TRUSS PER PLAN <br />CFS POST <br />PER PLAN <br />CFS STUD <br />PER PLAN <br />POST BEAM <br />CONNECTION PER <br />DETAIL 15/S0.9 <br />SIMPSON <br />ST6236 STRAP <br />W/#10 SCRWS <br />600T125-54 <br />TOP TRACK <br />(U.N.O.) <br />(4) 3/8" Ø A36 THREAD. ROD <br />(EQ. DISTANCE) <br />ROOF TRUSS <br />PER PLAN <br />WASHER & NUT <br />ROOF SHEATHING <br />1/4" Ø CLOSED <br />EYE SCREW WITH FULL <br />THREAD EMBEDMENT <br />(1 1/4" MIN.) <br />(4)12GA SPLAY WIRES <br />(TYPICAL 3 WRAP TIE) <br />HOOD SUPPORT <br />L6x6x3/8" STL PLATE <br />W/ (4)1/2"Ø A307 <br />BOLT MOUNTED ON WALL <br />(MATCH LENGTH WITH <br />HOOD LENGTH) <br />1/2" Ø MIN. 3" LAG SCREW <br />w/ COUPLING DEVICE PER <br />SIMPSON STRONG TIE OR <br />EQUIVALENT TO WOOD <br />FRAMING ABOVE. <br />45 <br />° <br />ALT. DIRECTION <br />(PARALLEL CONDITION) <br />SIMPSON A35 <br />w/ (1) #10 SCREW <br />EACH STUD <br />NON-BEARING WALL <br />PER ARCH <br />HOOD ASSEMBLY BY <br />OTHERS <br />4x8 BLK'G <br />w/ (3) 10d's TO TRUSS <br />(EACH CONNECTION <br />@ PARALLEL CONDITION) <br />6x BLK'G w/ (3) <br />#10 SCREWS <br />EACH STUD <br />3 <br />CMU WALL <br />PER PLAN CMU WALL <br />PER PLAN <br />STEEL COLUMN <br />PER PLAN <br />STEEL COLUMN <br />PER PLAN <br />1/2" THICK SEAL <br />WELDED END <br />PLATE, TYP. <br />DECKING <br />PER PLAN <br />HSS BEAM <br />PER PLAN <br />1/2" THICK SEAL <br />WELDED END PLATE, <br />TYP. <br />HSS BEAM <br />PER PLAN <br />STEEL COLUMN <br />PER PLAN <br />1/2" THICK SEAL <br />WELDED END <br />PLATE, TYP. <br />HSS BEAM <br />PER PLAN <br />SEE DETAIL 12/S0.7 <br />FOR INFORMATION <br />SEE DETAIL 12/S0.7 <br />FOR INFORMATION <br />1/4 <br />1/4 <br />1/4 <br />#12 SCREWS @ 24" O.C. <br />AT EDGE SUPPORT <br />2 - #12 SCREWS <br />PER EACH VALLEY <br />2 - #12 SCREWS <br />PER EACH VALLEY <br />#12 SCREWS @ 24" O.C. <br />AT EDGE SUPPORT <br />2 - #12 SCREWS <br />PER EACH VALLEY <br />#12 SCREWS @ 24" O.C. <br />AT EDGE SUPPORT <br />DECKING PER PLAN <br />DECKING <br />PER PLAN <br />SECTION A-A <br />ALT. SECTION A-A <br />END CLOSURE <br />TRACK WHERE <br />OCCURS <br />ROOF TO CMU WALL <br />A <br />A <br />4 <br />BEAM CONNECTION DETAIL <br />1/4 <br />1/4 <br />HSS BEAM PER PLAN <br />HSS BEAM PER PLAN <br />5 <br />DRAG ELEMENT PARALLEL TO JOISTS <br />STRAP SCHEDULE <br />SIPMSON END LENGTH <br />A CS16 18" <br />B (2) CS16 18" <br />D CMST14 36" <br />MARK <br />ALT. STRAP <br />LOCATION <br />PLYWOOD <br />SHEATHING <br />w/ E.N. <br />BEAM PER PLAN <br />HANGER PER PLAN <br />STRAP PER SCHEDULEDRAG STRUT <br />OR BEAM w/ E.N. <br />PER PLAN. <br />C CMSCTC16 30" <br />STRAP TYPE <br />SIMPSON <br />SDS25300@4"o.c. <br />2x4 DRAG <br />MEMBER PER <br />NOTE #4 <br />SIMILAR CONDITION <br />WHERE STRAP <br />APPLIED UNDER <br />JOIST <br />STRAP PER <br />MARK B, C OR D <br />CONT. JOISTA <br />A <br />END LENGTHEND LENGTH <br />SECTION A-AELEVATION VIEW <br />NOTES: <br />1.PROVIDE FULL NAILING PER MANUFACTURER ON END LENGTH SIDES (i.e. ALL HOLES; ONLY HALF <br />OF TOTAL # OF NAILS ARE REQUIRED AT EACH END LENGTH). <br />2.AT MARK C & D MIN. WIDTH OF MEMBER SHALL BE 3 1/2". <br />3.AT MARK B MIN. WIDTH OF MEMBER SHALL BE 3". ALTERNATIVELY ONE PIECE OF 2x4 x 4 FT <br />LONG MEMBER MAY BE SISTERED TO MEMBER PER SECTION A-A. <br />4.APPLICATION OF STRAP OVER SHEATHING IS ACCEPTABLE. WHERE STRAP IS APPLIED OVER <br />SHEATHING, E.N. ALONG THE STRAP LENGTH (ONLY) MAY BE ELIMINATED. <br />6 <br />ROOF SHT'G <br />ROOFTOP UNIT <br />PER MECH. PLANS <br />UNIT CONN. PER MFR. <br />w/1/2"Ø LAG SCREW <br />WITH 1 1/2" EMBED. <br />2x BLK'G OR CONT. <br />MEMBER AROUND <br />PERIMETER OF PLAT.2-2x6 @16" O.C. <br />w/ 1/2"Ø LAG SCREW, 3" <br />EMBED. TO BLKG BELOW <br />3x BLK'G <br />BM PER PLAN <br />W/ HANGER PER PLAN <br />SECTION A-A <br />ROOFTOP UNIT <br />PER MECH. PLANS <br />ROOF SHEATHING <br />PER PLAN <br />ROOF TRUSS <br /> PER PLAN <br />BM PER PLAN <br />W/ HANGER PER PLAN <br />RTU CONNECTION DETAIL <br />2x BLK'G BUILT-IN TRUSS <br /> TWO ROWS OF <br />(3) A35's (TOTAL 6) <br /> TWO ROWS OF <br />(3) A35's (TOTAL 6) <br />2x BLK'G BUILT-IN TRUSS <br />7 <br />54312 <br />R <br />E <br /> <br />V <br /> <br />I <br /> <br />S <br /> <br />I <br /> <br />O <br /> <br />N <br />DA <br />T <br />E <br /> <br /> <br /> <br />SHEET NO.: <br />PROJECT MANAGER: <br />S.W. <br />DATE: <br />JOB NO.: 23033 <br />08/19/2024 <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 />TO <br />M <br />' <br />S <br /> <br />J <br />R <br />14 <br />3 <br />0 <br /> <br />E <br /> <br />E <br />D <br />I <br />N <br />G <br />E <br />R <br /> <br />A <br />V <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 />5 <br />Pr <br />o <br />j <br />e <br />c <br />t <br /> <br />N <br />a <br />m <br />e <br />: <br />DE <br />S <br />C <br />R <br />I <br />P <br />T <br />I <br />O <br />N <br />6 <br />Core Structure, Inc. <br />23172 Plaza Pointe Dr. <br />Suite #145 <br />Laguna Hills, CA 92653 <br />Phone: 949-954-7244 <br />info@corestructure.com <br />From The Ground Up <br />08/19/2024 <br />S1.0 <br />ST <br />R <br />U <br />C <br />T <br />U <br />R <br />A <br />L <br />DE <br />T <br />A <br />I <br />L <br />S <br />1430 E Edinger Ave <br />3/27/2025