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FRAMING <br />DETAILS <br />SD3 <br />RE <br />S <br />T <br />R <br />I <br />C <br />T <br />I <br />V <br />E <br /> <br />N <br />O <br />T <br />I <br />C <br />E <br />DA <br />T <br />E <br />RE <br />V <br />I <br />S <br />I <br />O <br />N <br />S <br />SHEET <br />SHEET DESCRIPTION <br />STAMP <br />NO <br />: <br /> 8/1/24 <br />LE <br /> <br />A <br />D <br />D <br />I <br />T <br />I <br />O <br />N <br /> <br />& <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 />DATE: <br />22 <br />0 <br />9 <br /> <br />W <br />. <br /> <br />L <br />A <br />R <br />A <br />M <br />O <br />R <br />E <br /> <br />L <br />N <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 />6 <br />TH <br />E <br />S <br />E <br /> <br />D <br />E <br />S <br />I <br />G <br />N <br />S <br />, <br /> <br />D <br />R <br />A <br />W <br />I <br />N <br />G <br />S <br />, <br /> <br />A <br />N <br />D <br />SP <br />E <br />C <br />I <br />F <br />I <br />C <br />A <br />T <br />I <br />O <br />N <br />S <br /> <br />A <br />R <br />E <br /> <br />E <br />X <br />C <br />L <br />U <br />S <br />I <br />V <br />E <br /> <br />T <br />O <br />GE <br />T <br /> <br />S <br />T <br />R <br />U <br />C <br />T <br />U <br />R <br />A <br />L <br /> T <br />H <br />E <br />S <br />E <br /> <br />D <br />R <br />A <br />W <br />I <br />N <br />G <br />S <br />CA <br />N <br />N <br />O <br />T <br /> <br />B <br />E <br /> <br />C <br />O <br />P <br />I <br />E <br />D <br />, <br /> <br />T <br />R <br />A <br />N <br />S <br />F <br />E <br />R <br />R <br />E <br />D <br />, <br /> <br />O <br />R <br />RE <br />P <br />R <br />O <br />D <br />U <br />C <br />E <br />D <br /> <br />N <br />O <br />R <br /> <br />C <br />A <br />N <br /> <br />A <br />N <br />Y <br /> <br />O <br />T <br />H <br />E <br />R <br />ST <br />R <br />U <br />C <br />T <br />U <br />R <br />E <br />S <br /> <br />B <br />E <br /> <br />B <br />U <br />I <br />L <br />T <br /> <br />F <br />R <br />O <br />M <br /> <br />T <br />H <br />E <br />M <br />WI <br />T <br />H <br />O <br />U <br />T <br /> <br />W <br />R <br />I <br />T <br />T <br />E <br />N <br /> <br />C <br />O <br />N <br />S <br />E <br />N <br />T <br />RE <br />V <br />I <br />S <br />I <br />O <br />N <br />S <br />30 <br />0 <br />0 <br /> <br />E <br />. <br /> <br />B <br />I <br />R <br />C <br />H <br /> <br />S <br />T <br />R <br />E <br />E <br />T <br />SU <br />I <br />T <br />E <br /> <br />2 <br />0 <br />3 <br />BR <br />E <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />8 <br />2 <br />1 <br />TE <br />L <br />: <br /> <br />( <br />9 <br />0 <br />9 <br />) <br /> <br />5 <br />6 <br />9 <br /> <br />- <br /> <br />1 <br />8 <br />8 <br />6 <br />in <br />f <br />o <br />@ <br />G <br />e <br />t <br />S <br />t <br />r <br />u <br />c <br />t <br />u <br />r <br />a <br />l <br />. <br />c <br />o <br />m <br />2 <br />JOB: R23-0943 <br />PHONG TR UONG <br />STATE OF CALIFORNIA <br />REGISTERED PROFESSIONAL ENGINEER <br />NO. C70784 <br />EXP. 06/30/2025 <br />CIV IL <br />2 <br />08 <br />/ <br />0 <br />1 <br />/ <br />2 <br />0 <br />2 <br />4 <br />PL <br />A <br />N <br /> <br />C <br />H <br />E <br />C <br />K <br /> <br />2 <br />21 <br />22 <br />24 <br />23 <br />1 <br />2 <br />3 <br />2 <br />4 <br />BEAM POCKET <br />1.BEAM PER PLAN <br />2.SIMP. A34, EACH SIDE, TOP & BOT. <br />3.POST PER PLAN <br />4.SILL PLATE <br />5.(2) 10D MINIMUM EACH SIDE, ADD (2) 10D <br />FOR EA. 2" OF ADDITION BEAM DEPTH <br />6.STUD TO COLUMN NAIL, 10D @ 12" O.C. <br />7.RAFTER PER PLAN <br />8.LTP4, BOTH SIDES <br />2 <br />3 <br />2 <br />4 <br />6 <br />5 <br />TAPER CONDITION <br />1 <br />7 <br />4 <br />1 <br />/ <br />2 <br />" <br />MI <br />N <br />. <br />3 <br />2 <br />PARALLEL CONDITION <br />PLA <br />T <br />E <br /> <br />L <br />I <br />N <br />E <br />PLATE LINE <br />1 <br />2 3 <br />8 <br />HIP TO POST CONNECTION <br />1 <br />1 <br />4 <br />5 <br />1.POST PER PLAN, 4X6 MIN. <br />2.SIMP. HHRC, 3.11K PER HIP <br />3.HIP BEAM PER PLAN <br />4.(2) SIMP. A34 <br />5.CEILING BEAM PER PLAN <br />2 <br />2 <br />3 <br />3 <br />3 <br />PLAN <br />ELEVATION <br />1 <br />2 <br />SEE TABLE FOR OVERLAP MIN. <br />56 <br />DRAG DETAIL <br />NOTES: <br />1.STRAP NAILING AT BLOCKING <br />TO BE @ 4" O.C. MAX. <br />2.SEE PLANS FOR LENGTH OF <br />BLOCKING <br />A CS16 11 2" (10) 10d 1705# 11" <br />B CS14 11 2" (13) 10d 2490# 15" <br />C CMSTC16 3" (25) 12d 4690# 20" <br />D CMST14 3"(28) 16d 6475# 26" <br />E CMST12 3" (37) 16d 9215# 33" <br />STRAP CAPACITY <br />MIN. WOOD <br />MEMBER <br />THICKNESS <br />MIN. # OF NAILS @ EACH <br />END MEMBER PER STRAP <br />MIN. END <br />LENGTH <br />HD <br />TYPE <br />(5) 10d 8" <br />(6) 10d 9" <br />(11) 12d 10" <br />(13) 16d 14" <br />(18) 16d 18" <br />MINIMUM FASTENERS <br />PER SPLICE <br />MIN. SPLICE <br />LENGTH <br />1.JOIST/RAFTER PER PLAN <br />2.4x DEPTH BLK'G, SEE TABLE BELOW FOR MIN. <br />THICKNESS <br />3.BOUNDARY NAILING PER DIAPHRAGM <br />4.LOAD BEARING WALL OR CEILING PER PLAN <br />5.2X FULL DEPTH BLK'G @ 48" O.C., BOTH SIDES <br />OF COLLECTOR BEAM W/ BOUNDARY NAILING <br />6.COLLECTOR BEAM/LEDGER PER PLAN <br />5 <br />DRAG JOIST <br />DRAG BLOCKING <br />3 <br />X <br />2 <br />B.N.B.N. <br />1 5 <br />6 <br />2 <br />78 <br />4 9 <br />1.2X4 FLAT AT 24" O.C. <br />2.(2) 16d SINKER OR SHORT NAILS EACH 2X4 FLAT <br />3.A35 (OR LTP4) PER SW SCHD, @ 32" O.C. MAX. CLIP CAN BE OMITTED IF <br />SW IS EXTENDED & W/EN. TO RAFTER. <br />4.SHEAR WALL WHERE OCCURS <br />5.ROOF RAFTER PER PLAN <br />6.ROOF SHEATHING <br />7.2X FULL DEPTH BLOCKING AT 48" OC BETWEEN RIM & 1ST JOIST <br />BOUNDARY NAIL 1TO BLOCKING <br />8.(3) 8d COMMON TOENAILS BLOCK TO PLATE <br />9.2X STUD WALL <br />10.TOP PLATE <br />11.CEILING JOIST PER PLAN <br />12.2X LEDGER W/ (2) 1/4" WOOD SCREWS @ 16" O.C., 2.5" MIN. EMBEDMENT <br />13.SIMP. LUS <br />3 <br />E.N. <br />10 <br />3 <br />5 <br />4 <br />6 <br />B.N. <br />6 <br />SHEAR TRANSFER <br />PARALLEL <br />E.N. <br />6 <br />9 <br />10 <br />PERPENDICULAR <br />12 <br />13 <br />11 <br />12 <br />13 <br />11 <br />2 <br />4 <br />3 <br />1 <br />POST TO BEAM <br />1.BEAM PER PLAN <br />2.SIMP. ECCQ <br />3.POST PER PLAN <br />4.SIMP. CCQ <br />5.SIMP. CCTQ <br />6.SIMP. ECCLLQ <br />7.SIMP. ECCLRQ <br />5 <br />3 <br />1 <br />6 <br />3 <br />1 <br />7 <br />3 <br />1 <br />25 <br />21 <br />3 <br />FLUSH CEILING JOIST <br />1.BEAM PER PLAN <br />2.SIMP. LUS OR EQUIVALENT <br />3.JOIST PER PLAN <br />2 <br />3 <br />26 <br />E.N. <br />9 10 <br />8 <br />2 4 <br />5 <br />3 <br />6 <br />E.N. <br />B.N. <br />B.N. <br />A <br />SHEAR TRANSFER <br />1 <br />7 <br />11.2X BLK'G @ 48" O.C., 2 BAY MIN. <br />2.2X R.R. <br />3.A35 @16" O.C. <br />4.ROOF SHTH'G CAL. FRAMING <br />5.ROOF SHEATHING <br />6.2X SILL W/ 16d @6" O.C. <br />7.16d @ 6" O.C. <br />8.2X BLK'G <br />9.CEILING BEAM PER PLAN <br />10.SIMPSON LUS HGR <br />11.CEILING JOIST <br />11 <br />12 <br />2 <br />11 <br />7 <br />27 <br />2 <br />2 <br />2X BLK'G <br />CEILING <br />JOIST PER <br />PLAN <br />LOAD <br />BEARING <br />WALL OR <br />DROP BEAM <br />LOAD BEARING WALL / DROPBEAM <br />8" <br />MIN. <br />(9) 10d NAILS <br />AT LAP <br />28 <br />2 <br />3 <br />11 2"4" <br />112" <br />412" <br />112" <br />6" <br />6" <br />3" <br />MI <br />N <br />. <br />6" <br />9" <br />HIP-RIDGE CONNECTION <br />1.1/4" PLATES, (4) 3/4" MACH. BOLTS W/ NUT & WASHER <br />2.HIP BEAM PER PLAN <br />3.RIDGE BEAM PER PLAN (4X10 MIN.) <br />4.PLATE ON 3 SIDES OF HIP <br />2 <br />1 <br />1 <br />2 <br />3 <br />PLAN VIEW ELEVATION <br />14 <br />ALL WELDING TO BE SHOP <br />WELDED BY FABRICATOR <br />REGISTERED. NO SPECIAL <br />INSPECTION REQUIRED PER <br />CBC 1704.2.5.1 <br />1/4 <br />TYP <br />1/4 <br />TYP <br />29 <br />2 <br />2710 N Laird St & 2209 W <br />Laramore Ln10/7/2024