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1 SHEAR TRANSFER DETAIL <br />E.N. <br />E.N. <br />SIMPSON H1 @ 48" O/C <br />(U.N.O.) <br />SHEAR PANEL PER PLAN <br />DBL TOP PLATES <br />SIMPSON A35 PER <br />SHEAR WALL SCHEDULE <br />(MAX 24' O/C) <br />CONT. TRUSS <br />PER PLAN <br />ROOF SHEATHING <br />(PER PLAN SEE <br />S-0.10 SHEET) <br />SHEAR BLOCKS BY TRUSS ENGINEER <br />(MATCH CAPACITY OF SHEAR PANNEL BELOW) <br />(MIN. 260 PLF) <br />SHEAR TRANSFER DETAIL <br />ROOF SHEATHING <br />(PER PLAN SEE <br />S-0.10 SHEET) <br />PARAPET BY TRUSS <br />MANUFACTURER <br />E.N. <br />E.N. <br />E.N. <br />E.N. <br />2x BLOCKING W/E.N. <br />DBL. TOP PLATES <br />2x STUD <br />ROOF TRUSS PER PLAN <br />W/POCKET @ BEAM <br />2x BLOCKING <br />E.N. <br />2x BLOCKING W/E.N. <br />SHEAR BLOCKING PER TRUSS <br />ENGINEER (MIN 200PLF) <br />SIMPSON A35 PER <br />SHEARWALL SCHEDULE <br />(MAX 48" O.C.) <br />BEAM PER PLAN <br />1/4" x 6" SDS SCREW <br />@ 16" O/C <br />HANGER PER TRUSS <br />ROOF TRUSS PER PLAN <br />ROOF SHEATHING <br />(PER PLAN SEE <br />S-0.10 SHEET) <br />2 <br />CONNECTION DETAIL <br />CONDITION B <br />CONDITION A <br />HSS BM. SEE PLAN <br />HSS COL. SEE PLAN <br />HSS BM. SEE PLAN <br />1/4 <br />1/4" THICK STL <br />END/ CAP PLATE <br />HSS COL. SEE PLAN <br />1/4 <br />1/4 <br />1/4 <br />NOTE: <br />GRIND SMOOTH ANY VISIBLE <br />WELDS FOR ARCHITECTURAL <br />PURPOSES <br />BEAM CONNECTION DETAIL <br />SECTION VIEW <br />BM PER PLAN <br />HSS STL BM <br />PER PLAN <br />HSS STL BM <br />PER PLAN <br />BM PER PLAN <br />4" WIDE x 1/4" THK STL PLATE <br />W/(2) 5/8" DIAM. BOLTS <br />BOTH SIDES OF HDR <br />2" WIDE x 1/4" THK STL PLATE <br />W/(2) 5/8" DIAM. BOLTS <br />BOTH SIDES OF HDR <br />2" <br />4" <br />6" <br />EQ EQ <br />1/4" <br />1/4" <br />SIDE VIEW <br />1/4"2x NAILER <br />W/ 5/8" Ø STUD <br />BOLTS @ 24" O/C <br />2x FILLER <br />2x NAILER <br />W/ 5/8" Ø STUD <br />BOLTS @ 24" O/C <br />3 <br />4 <br />CORNER BEAM TO BEAM DETAIL <br />BEAM/ RIM PER PLAN <br />18 <br />" <br />18" <br />CS16 STRAP @ CORNER <br />HANGER PER PLAN <br />BEAM/ RIM PER PLAN <br />TOP VIEW <br />BEAM/ RIM PER PLAN <br />18" <br />CS16 STRAP <br />HANGER PER PLAN <br />BEAM/ RIM PER PLAN <br />TOP VIEW <br />18" <br />BEAM/ RIM <br />PER PLAN <br />5 <br />CONNECTION DETAIL <br />BEAM <br />PER PLAN <br />TRUSS <br />W/ POCKET @ BM <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 />SHEAR BLOCKING <br />PER TRUSS ENGINEER <br />(MIN 200PLF) <br />OR 2x BLK'G (U.N.O.) <br />6 <br />CONNECTION DETAIL <br />BEAM <br />PER PLAN <br />TRUSS <br />PER PLAN <br />SHEAR BLOCKING <br />PER TRUSS ENGINEER <br />(MIN.200PLF) <br />OR 2x BLK'G (U.N.O.) <br />E.N. <br />SIMPSON A35 <br />@ 24" O/C <br />(MAX.) <br />TYP. SHEATHING <br />(SEE S-0.10 SHEET) <br />16d's <br />@ 6" O.C. <br />16d's <br />@ 6" O.C. <br />TRUSS <br />PER PLAN <br />F.H. BLK'G <br />w/E.N. @ 48" O.C. <br />F.H. BLK'G <br />w/E.N. @ 48" O.C. <br />(3) 16d TOE NAIL <br />SHEAR TRUSS <br />OR TRUSS <br />PER PLAN <br />7 <br />CONNECTION DETAIL <br />BEAM <br />PER PLAN <br />TRUSS <br />W/ POCKET @ BM <br />SHEAR BLOCKING <br />PER TRUSS ENGINEER <br />(MIN.200PLF) <br />OR 2x BLK'G (U.N.O.) <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 w/E.N. <br />@ 48" O.C. <br />16d's @ 6" O.C. <br />TRUSS <br />PER PLAN <br />SHEAR TRUSS <br />OR TRUSS PER PLAN <br />8 <br />SHEAR TRANSFER <br />TYP. SHEATHING <br />(SEE S-0.10 SHEET) <br />TRUSS PER PLAN <br />DBL TOP PLATES <br />2x STUDS WALLSIMPSON A35 PER <br />SHEAR WALL SCHEDULE <br />(MAX 24" O/C) <br />TRUSS <br />PER PLAN <br />16d's <br />@ 4" O.C. <br />SHEAR BLOCKING PER <br />TRUSS ENGINEER <br />(MATCH CAPACITY <br />OF SHEAR PANEL <br />BELOW MIN.200PLF) <br />16d's @ 4" O.C. <br />SIMPSON H1(U.N.O.) <br />E.N. <br />SHEAR PANEL <br />(MIN. TYPE 1) <br />F.H. BLK'G w/E.N. <br />@ 48" O.C. <br />E.N. <br />SHEAR PANEL <br />PER PLAN <br />E.N. <br />E.N. <br />SHEAR TRUSS <br />PER PLAN <br />9 <br />CONNECTION DETAIL <br />CANTILEVER BEAM <br />PER PLAN <br />BEAM <br />PER PLAN <br />INVERTED HANGER <br />PER PLANCS16 STRAP <br />(WRAP AROUND <br />SUPPORTED BEAM) <br />18" <br />10 <br />SHEAR TRANSFER DETAIL <br />ROOF SHEATHING <br />(PER PLAN SEE <br />S-0.10 SHEET) <br />PARAPET BY TRUSS <br />MANUFACTURER <br />E.N. <br />E.N. <br />E.N. <br />E.N. <br />2x BLOCKING W/E.N. <br />DBL. TOP PLATES <br />2x STUD <br />ROOF TRUSS PER PLAN <br />W/POCKET @ BEAM <br />2x BLOCKING <br />E.N. <br />SHEAR BLOCKING PER TRUSS <br />ENGINEER (MIN 200PLF) <br />OR 2x BLK'G (U.N.O.) <br />SIMPSON A35 PER <br />SHEARWALL SCHEDULE <br />(MAX 48" O.C.) <br />BEAM PER PLAN <br />1/4" x 6" SDS SCREW <br />@ 16" O/C <br />SHEAR PANEL <br />MIN. TYPE 1 <br />(SEE SHEAR WALL SCHEDULE) <br />16d's @ 6" O.C. <br />11 <br />CL <br />E <br />A <br />R <br />SP <br />A <br />N <br />EN <br />D <br />LE <br />N <br />G <br />T <br />H <br />. <br />PROVIDE MIN. END <br /> DISTANCE OF 1 5/8" <br />FOR 16d NAILS. <br />STRAP SCHEDULE <br />STRAP MIN. STUD/END LENGTH <br />A (1) CS16 2x4 14" <br />B (2) CS16 (2) 2x4 14" <br />C (2) CS14 (2) 2x4 19" <br />(3) CS14 4x6 19" <br />1705# <br />3410# <br />4980# <br />7470# <br />CAPACITY <br />POST SIZE <br />MARK <br />E (1) CMST12 4x6 44" <br />F (2) CMST14 6x6 34" <br />G (2) CMST12 6x8 44" <br />9215# <br />12950# <br />18430# <br />D (1) CMST14 4x4 34"6475# <br />EN <br />D <br />LE <br />N <br />G <br />T <br />H <br />. <br />CU <br />T <br /> <br />L <br />E <br />N <br />G <br />T <br />H <br />NOTE 8 <br />2X SOLE PLATE. <br />DBL.TOP PLATE. <br />FLOOR SHEATHING <br />PER PLAN. <br />SHEAR WALL END POST PER <br />SCHEDULE U.O.N. IN PLANS <br />WHERE MULTIPLE STUDS ARE <br />USED, PROVIDE E.N. <br />TO ALL STUDS <br />REFER TO PLANS & SCHEDULE <br />FOR STRAP TYPE AND <br />END LENGTH. PROVIDE FULL <br />NAILING PER MANUFACTURER <br />(NOTE 3) <br />SOLID RIM JOIST OR BLK'G. <br />SHEAR WALL END POST PER <br />SCHEDULE U.O.N. IN PLANS <br />WHERE MULTIPLE STUDS ARE <br />USED, PROVIDE E.N. <br />TO ALL STUDS <br />NAILS NOT REQUIRED IN <br />CLEAR SPAN <br />EN <br />D <br />LE <br />N <br />G <br />T <br />H <br />CL <br />E <br />A <br />R <br />SP <br />A <br />N <br />EN <br />D <br />LE <br />N <br />G <br />T <br />H <br />CU <br />T <br /> <br />L <br />E <br />N <br />G <br />T <br />H <br />MIN. (2)16d's FROM RIM <br />TO SOLID BLK'G. <br />FRONT VIEW <br />SIDE VIEW <br />FRONT VIEWSIDE VIEW <br />FRONT VIEW SIDE VIEW <br />NOTES: <br />1.ALL STRAPS SHALL BE SIMPSON STRONG TIES. <br />2.TOTAL LENGTH OF STRAP SHALL BE DETERMINED BASED ON END <br />LENGTH REQUIRED & CLEAR SPAN. <br />3.PROVIDE FULL NAILING PER MANUFACTURER (EQUAL # OF NAILS <br />AT EACH END). <br />4.SLIT CUT FLOOR SHEATHING TO PASS STRAP THROUGH AT <br />INTERIOR CONDITION, DO NOT OVERCUT. <br />5.STRAP MAY BE APPLIED OVER PLYWOOD SHEATHING. PROVIDE <br />SHIMMING AT CLEAR SPAN AS NEEDED FOR A STRAIGHT STRAP <br />(DO NOT BEND STRAPS). <br />6.POST SIZES INDICATED IN SCHEDULE ARE MINIMUM SIZES. USE <br />LARGER POSTS/STUDS PER PLAN CALL OUTS AS REQUIRED. <br />7.IN LIEU OF DOUBLE CS16/CS14 STRAPS, CMST14 MAY BE USED <br />PER CONDITION D. <br />8.PROVIDE SOLID BLK'G TO FILL THE GAP BTW. UPPER AND LOWER <br />POSTS. WIDTH TO MATCH POST WIDTH. WHEN USED ALONG <br />SIDE FLOOR JOIST, TOTAL WIDTH OF BLK'G + JOIST SHALL BE <br />EQUAL OR GREATER THAN POST WIDTH. <br />STRAP AT POST TO POST <br />C* <br />12 <br />SHEAR TRANSFER <br />DBL TOP PLATES <br />TRUSS <br />PER PLAN <br />ROOF <br />SHEATHING <br />E.N. <br />SHEAR PANEL <br />PER PLAN <br />SIMPSON A35 <br />PER SHEAR WALL <br />SCHEDULE <br />(MAX 24" O/C) <br />SHEAR BLOCKS PER <br />TRUSS ENGINEER <br />(MATCH CAPACITY <br />OF SHEAR PANEL <br />BELOW, MIN. 260 PLF) <br />SILL PLATE <br />2x6 @ 16" O/C <br />SHEAR PANEL <br />(MIN. TYPE 1) <br />E.N.E.N. <br />2x6 @ 16" O/C <br />SHEAR PANEL <br />(MIN. TYPE 1) <br />16d's <br />@ 6" O/C <br />2x BRACE @ 16" O/C <br />AT 45 DEGREE ANGLE <br />W/(3) 16d's TOP & BOTTOM <br />CONNECTION <br />(ALTERNATE DIRECTION <br />OF BRACE) <br />E.N. <br />MAX 36" <br />E.N. <br />DBL TOP PLATES <br />7' <br />- <br />6 <br />" <br />SIMPSON CS 16 <br />STRAP AT 32" O/C <br />MIN 18" PAST EA. WAY <br />EXTEND <br />STRAP <br />18" <br />EXTEND <br />STRAP <br />18" <br />EXTEND <br />STRAP <br />18" <br />16d's <br />@ 6" O/C <br />SILL PLATE <br />13 <br />CONNECTION DETAIL <br />2x2x16GA THICK ANGLE CLIP <br />W/(2)#10 SDS EA. LEG <br />FLUSH BEAM PER PLAN <br />600T125-54 <br />TOP TRACK (U.N.O.) <br />CFS STUD <br />PER PLAN <br />EA. SIDE <br />W/(2)#10 SDS <br />14 <br />CONNECTION DETAIL <br />WOOD BEAM PER PLAN <br />SIMPSON ST6236 <br />STRAP W/#10 CREWS U.N.O. <br />BACK-TO-BACK <br />CFS POST PER PLAN <br />600T125-54 <br />TOP TRACK (U.N.O.) <br />EN <br />D <br />LE <br />N <br />G <br />T <br />H <br />EN <br />D <br />LE <br />N <br />G <br />T <br />H <br />15 <br />16 <br />17 SHEAR TRANSFER <br />18GA (OR SAME SIZE <br />W/STUD WALL BLW) <br />CRIPPLE STUD EA. <br />SIDE OF TRUSS <br />BOUNDARY SCREW <br />PER SW SCHEDULE <br />MIN. 18GA C-STUD FLAT BLK'G <br />W/FLANGES CUT OFF AT TRUSS, <br />AND ATTACH TO TOP TRACK <br />W/#10 SCREW <br />CFS STUD WALL <br />E.S. <br />CONT. MIN. 18GA C-STUD <br />FLAT BLK'G W/FLANGES CUT <br />OFF AT TRUSS.ROOF SHEATHING <br />(1) #10 EA. STUD <br />FLANGE, TYP. <br />CONNECTION DETAIL <br />TYP. SHEATHING <br />(SEE S-0.10 SHEET) <br />TRUSS PER PLAN <br />SIMPSON A35 PER <br />SHEAR WALL SCHEDULE <br />(MAX 24" O/C) <br />TRUSS <br />PER PLAN <br />16d's <br />@ 4" O.C. <br />TRUSS BLK'G PER <br />TRUSS ENGINEER <br />16d's @ 4" O.C. <br />SIMPSON H1A (U.N.O.) <br />E.N. <br />F.H. BLK'G w/E.N. <br />@ 48" O.C. <br />E.N. <br />SHEAR TRUSS <br />PER PLAN <br />600T125-54 <br />TOP TRACK (U.N.O.) <br />CFS STUD WALL <br />(1) #10 EA. STUD <br />FLANGE, TYP. <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 />S0.9 <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