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SHEAR TRANSFER DETAIL <br />CONNECTION DETAIL <br />TYPICAL @ CORNER SHEAR <br />4X POST <br />2X STUD, TYP. <br />STUD FACE NAIL <br />E.N. <br />E.N. TYP. <br />16d TO MATCH <br />E.N. SPACING <br />E.N. <br />SHEAR MATR'L TYP. U.N.O. <br />4X POST <br />C.J.- CL'G BM CONNECTION <br /> CONNECTION DETAILCALIF FRAMING DETAIL <br />NOTE: <br />*ALL BEAM AND COLUMN AT THE EXTERIOR PORCH ARE PRESSURE TREATED WOOD. <br />P.T.D.F. <br />SILL PLATE <br />(3X WHERE <br />OCCURS) <br />3X MEMBERS AT PANEL JOINTS <br />WHERE OCCUR. SEE S.W. SCH. <br />B.N. TO POST, <br />TOP-TOP PLATE, <br />AND MUD SILL. <br />WALL OPENING <br />A.B. PER A.B. SCH. <br />AT SHEAR WALLS <br />HEADER <br />H.D. INSTALLED <br />FLUSH W/ SILL <br />PLATE U.N.O. IN <br />SIMPSON MANUAL <br />POST W/ H.D. <br />PER PLAN <br />4X4 KP W/ H.D. <br />A.B. PER S.W. <br />SCHEDULE <br />ACROSS FULL <br />LENGTH OF S.W. <br />WALL OPENING <br />CS 16 STRAP OVER HEADER. CONT. 32" MIN. E.S. <br />OF HEADER. TYP @ T & B <br />MIN. 3X PLATE <br />HEADER <br />3X BLKG. TYP. <br />TYPICAL OPENING IN SHEAR WALL <br />DRAG AT TOP PLATE TO BEAM <br />CONNECTION DETAIL <br />TYPICAL TOP PLATE SPLICE <br />STRAP RAFTER TO TOP PL <br />SIDE VIEW <br />BM, SEE PLAN. <br />CS16 @ EACH SIDE <br />OF BEAM TO POST & NAIL <br />W/ 16d'S BM & POST <br />SIMPSON CS16 STRAP <br />EACH SIDE OF <br />BEAM TO POST. <br />POST PER PLAN <br />18 <br />" <br />NOTES: <br />"A" : (1)CS16 STRAP <br />"B" : (2)CS16 STRAP <br />(*) <br />(*) <br />(*) <br />PORCH GABLE FRAMING <br />DRAG AT TOP PLATE TO C.J. <br />SHEAR NAILING <br />PER PLAN <br />E.N. <br />ROOF FRAMING <br />PER PLAN <br />"SIMP" A35 CLIPS <br />SPACING PER <br />SHEARWALL SCHED. <br />2x SPRUCE BARGE <br />RAFTER <br />ROOF SHEATHING <br />2x BLKG. <br />AT 48" O.C. <br />2 x 6 OUTLOOKERS <br />AT 24" O.C. <br />E.N. <br />2x4 @ 48"o.c. <br />4-10d common <br />AT EA END <br />STUD TO TOP <br />PLATE TOE NAIL <br />3-8d (OR) 2-16d <br />A35 @ EACH BRACE <br />BRACE TO TOP PLATE <br />BEAM - HEADER CONNECTION <br />4-10d common <br />AT EA END <br />W/ (4)-10d TO BLKG. <br />-SHEAR TRANSFER AT HI.-LOW ROOF <br />RAFTERS PARALLEL TO EXT. WALL <br />ROOF RAFTER TO EXT. WALL <br />NAILING NOTE: <br />MINIMUM END, EDGE AND CENTER <br />TO CENTER NAILING DISTANCE = 2" <br />* INDICATES ROOF PITCH MAY <br /> NOT BE TO SCALE <br />E.N. <br />3 <br />12 <br />E.N. <br />CEILING JOISTS <br />AT 16" O.C. <br />ROOF FRAMING <br />AT 16" O.C. <br />(5) 16d's EA. END <br />PER 2022 CRC R802.5.2 <br />STUD WALL (2x4/2x6)H2 @ 32" O.C. <br />(OR SEE PLAN) <br />SLOPED LSSJ <br />HANGERS (IF R.R SPAN>10') <br />ROOF SHEATHING <br />RIDGE BOARD <br />PER PLAN <br />4-16D NAIL2X4 RAFTER TIE <br />2X ROOF RAFTER <br />ST22 @ R/R <br />(SEE PLAN U.N.O.) <br />2/ <br />3 <br /> <br />H <br />1/ <br />3 <br /> <br />H <br />OF 18-16d NAILS <br />USED IN LIEU <br />ST22 STRAP <br />@ RIDGE OF RAKE WALL <br />18-16d SINKERS <br />@ SPLICE, STAGGERED <br />DO NOT SPLIT TOP PLATE <br />WITH SPLICE NAILING <br />STUDS @ <br />16" O.C. <br />2-16d FROM TOP <br />PLATE TO BOTTOM <br />PLATE OVER EACH STUD <br />2-16d FROM <br />PLATE TO EA. STUD <br />2-2X TOP PLATE <br />4' <br />NOTE: <br />SPLICE REQUIRED AT ALL <br />PLATE BREAKS AND ALSO <br />AT CHANNELS FOR INTERSECTING <br />WALLS AT ANY EXTERIOR WALL, <br />BEARING WALL, OR SHEAR WALL. <br />VALLEY FRAMING <br />(CALIFORNIA FRMG.) <br />(4) 16d's TOE NAILED <br />TYP. <br />PLYWD. EDGE <br />NAILING <br />2x CONT. SLEEPER <br />OVER LOW PLYWOOD WITH <br />(3) 16d's TO EACH FRAMING <br />MEMBER BELOW, TYPICAL <br />FULLY SUPPORTED <br />ROOF SHEATHING TO RUN CONT. <br />BENEATH CALIF. FRAMING AREAS <br />TO BEAM OR BEARING WALL <br />POST (2-2X MIN.) <br />DROP BEAM <br />EQ. <br />POST (MIN. 2-2X) <br />CS16 STRAP <br />(U.N.O. ON PLAN)EQ. <br />FLUSH BEAM <br />EQ. <br />CS16 STRAP <br />(U.N.O. ON PLAN) <br />EQ. <br />2-16d <br />ROOF SHEATHING <br />2X BLKG. @ 48" <br /> 0.C. W/ B.N. <br />SHEAR WALL WHERE OCCURS <br />EXTEND TO TOP PLATE <br />2X RAKED STUD <br />WALL @ 16" O.C. <br />B.N. <br />2X FLAT @32" O.C. <br />RR PER PLAN <br />RR W/ 16d <br />@ 8" O.C. <br />2X BLKG <br />RR <br />B.N. <br />B.N. <br />B.N. <br />ROOF SHTG <br />(LOW) WHERE <br />OCCURS <br />16d @ 8" O.C. <br />2X4 BRACE <br />@ 16" O.C. <br />SEE DETAIL 2/S4 <br />16" (U.N.O.) <br />2X BLKG. @ 48" <br /> 0.C. W/ B.N. <br />LU-HANGER <br />(SEE PLAN)CL'G JOISTS <br />(SEE PLAN) <br />CL'G BM/ FLUSH BM <br />(SEE PLAN) <br />CL'G JOISTS <br />(SEE PLAN) <br />ST18 @ EACH <br />CEILING JOIST-CEILING JOIST <br />E.Q.E.Q. <br />LADDER TRUSS <br />FRAMING <br />DOUBLE RAFTER <br />COMMON <br />RAFTER <br />RIDGE BOARD <br />FASCIA BOARD <br />DROP BEAM (PER PLAN) <br />OR TOP PLATE <br />RIDGE BEAM <br />PER PLAN WITH HANGER <br />ROOF RAFTER <br />WITH HANGER <br />PER PLAN <br />EDGE NAIL <br />SIMPSON LSTA24 <br />@ 32" o.c. <br />ROOF SHEATHING <br />PER PLAN <br />ROOF FRAMING <br />PER PLAN <br />BEAM AS SPECIFIED <br /> ON PLANS <br />ROOF SHEATHING <br />NOTE: EDGE NAILING IS DENOTED AS E.N. <br />E.N. <br />A35 CLIP <br />2XBLOCK <br />H2 @ 32" O.C. <br />2X BLKG <br />MIN 3-BAY. <br />U.N.O. - SEE PLANS <br />TOP PLATE/BM <br />SEE PLAN <br />32" MIN. <br />U.N.O. ON PLAN <br />STRAP PER PLAN <br />MIN. USE CS16 <br />CJ/ FJ <br />HDR./ DROP BM. <br />PER PLAN <br />EQ. <br />EQ. <br />STRAP @ SPLICE <br />ROOF RAFTER COLLECTOR <br />U.N.O. CS16 <br />H2.5 AT EACH SIDE OF <br />ROOF RAFTER TO TOP PLATE. <br />MIN 4X F.H. <br />SOLID BLOCKING <br />(WHERE OCCUR). <br />FLUSH BEAM/ CEILING BEAM <br />PER PLAN <br />A35 EA. SIDE <br />BEAM/G.T. <br />TO TOP PLATE <br />(2) MTS16 @ <br />EA. SIDE OF <br />BM WHERE OCCURS <br />DROP BEAM/ HEADER <br />(2) ST22 <br />1112 W 6TH ST, <br />SANTA ANA, CA 92703 <br />TEL.: ( ) - <br />MARK <br />OWNER: <br />SHEET TITLE: <br />NOTES: <br />PROJECT NUMBER: <br />DRAWN BY: <br />CHECK BY: <br />DATE DESCRIPTION <br />GRAPHIC SCALE: <br />14572 HARPER STREET - MIDWAY CITY, CA 92655 <br />Tel.: +1 909 534 7760 | Email. Tyke7074@yahoo.com <br />THANH NGUYEN <br />NE <br />W <br /> <br />D <br />E <br />T <br />A <br />C <br />H <br />E <br />D <br /> <br />A <br />D <br />U <br />11 <br />1 <br />2 <br /> <br />W <br /> <br />6 <br />T <br />H <br /> <br />S <br />T <br />, <br />SA <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 />3 <br />A 10.28.2024 PLAN CHECK+CLIENT REV. <br />S-4 <br />STRUCTURAL DETAILS <br />11/3/2024 3:58:29 PM