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©2024Sheet No. <br />Revisions <br />1 <br />25111Project No. <br />Date <br />Design by <br />Hu <br />n <br />t <br />i <br />n <br />g <br />t <br />o <br />n <br /> <br />E <br />x <br />e <br />c <br />u <br />t <br />i <br />v <br />e <br /> <br />P <br />a <br />r <br />k <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />P <br />h <br />o <br />n <br />e <br />: <br /> <br />( <br />7 <br />1 <br />4 <br />) <br /> <br />9 <br />2 <br />8 <br />- <br />2 <br />0 <br />0 <br />6 <br />16 <br />1 <br />6 <br />8 <br /> <br />B <br />e <br />a <br />c <br />h <br /> <br />B <br />l <br />v <br />d <br />, <br /> <br />S <br />t <br />e <br /> <br /># <br /> <br />2 <br />0 <br />1 <br />C <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />W <br />e <br />b <br />s <br />i <br />t <br />e <br />: <br /> <br />H <br />o <br />m <br />e <br />T <br />o <br />p <br />H <br />o <br />m <br />e <br />. <br />c <br />o <br />m <br />Hu <br />n <br />t <br />i <br />n <br />g <br />t <br />o <br />n <br /> <br />B <br />e <br />a <br />c <br />h <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />6 <br />4 <br />7 <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />E <br />m <br />a <br />i <br />l <br />: <br /> <br />i <br />n <br />f <br />o <br />@ <br />H <br />o <br />m <br />e <br />T <br />o <br />p <br />H <br />o <br />m <br />e <br />. <br />c <br />o <br />m <br />Pr <br />o <br />j <br />e <br />c <br />t <br /> <br />f <br />o <br />r <br />: <br />CE <br />N <br />T <br />E <br />R <br /> <br />S <br />T <br />- <br />R <br />E <br />S <br />I <br />D <br />E <br />N <br />C <br />E <br />42 <br />1 <br /> <br />S <br /> <br />C <br />e <br />n <br />t <br />e <br />r <br /> <br />S <br />t <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 />C 69546 <br />Exp: 06/30/26 <br />TUNG THANH VO <br />C I V I LSTATE OF CALIFORNIA <br />REGISTERED PROFESSIONAL ENGINEER <br />August 8, 2025 <br />TUNG VO, M.S., P.E. <br />08/06/2025 BLDG CMNT. <br />STRUCTURAL <br />DETAILS <br />1 <br />2 <br />3 <br />4 <br />POST & BEAM CONNECTION <br />BM., SEE PLAN <br />POST, SEE PLAN. <br />EQ <br />. <br />EQ <br />. <br />STRAP <br />A <br />CAPACITY <br />- <br />5600# <br />2900# <br />MSTA12 <br />EA. SIDE <br />(1) CS16B <br />(2) CS16C <br />OF EACH STRAP <br />OVERALL LENGTH <br />12" <br />24" <br />24" <br />SIMPSON STRAP EACH <br />SIDE OF BEAM TO POST. <br />ALT. TO MSTA12 STRAPS, USE 2X <br />KING STUD EACH SIDE OF BEAM <br />TO POST & NAIL W/ 16d'S @ 16" O.C. <br />TO POST & MIN. (5) 16d'S TO BEAM. <br />CALIF. FRAMING DETAIL <br />2X6 FLAT W/ <br />2-16d TO EA. <br />ROOF TRUSS/RAFTER <br />RUN LOWER ROOFSHEATHING <br />TO SUPPORTING WALL/BEAM <br />AND PROVIDE SHEAR TRANSFER <br />AT THAT LOCATION <br />2X4 RR @ CALIFORNIA FRAMING <br />MAX. SPAN = 8' U.N.O. <br />MAIN ROOF FRAMING <br />RAFTER OR ROOF TRUSS <br />ROOF RAFTER <br />ROOF SHEATHING <br />B.N. <br />ROOF RAFTER W/ HANGERS <br />TO RIDGE <br />ROOF SHEATHING <br />2X6 RIDGE @ <br />2X4 RAFTERS <br />@ CALIFORNIA FRAMING <br />B.N.B.N. <br />ROOF BRACE WHERE REQ'D <br />TO LIMIT SPANON 2X4 R.R. TO <br />8'-0" MAX. U.N.O. <br />(2)16d TOENAIL RR TO RR. <br />TYPICAL TOP PLATE SPLICE <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, SEE TABLE BELOW. <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 4' <br />NOTE: SPLICE REQUIRED AT ALL PLATE BREAKS AND ALSO AT CHANNELS FOR <br />INTERSECTING WALLS AT ANY EXTERIOR WALL, BEARING WALL, OR SHEAR WALL <br />NO. OF 16d SINKER <br />MIN. PLATE LAP <br />ALT. STRAP w/ 16d SINKER ST22 ST6224 ST6236 MST37 MSTC52 CMST12x72" <br />8 FT. <br />42 <br />GF <br />36 <br />8 FT.8 FT. <br />32 <br />ED <br />24 <br />6 FT.6 FT. <br />22 <br />CB <br />16 <br />4 FT. <br />10 <br />A <br />4 FT. <br />MST60 <br />TYPICAL FLUSH BEAM PERPENDICULAR <br />TO WALL DETAIL <br />BEAM PER PLAN <br />POST OR DOUBLE STUDS <br />(PROVIDE 16d @ 12"o.c. <br />AT DOUBLE STUDS) <br />(2)2x TOP ~PS <br />PLYWOOD SHEATHING <br />PER PLAN <br />EACH SIDE FOR BEAMS <br />9~4" DEEP AND LARGER <br />PROVIDE SIMPSON A35 <br />5 <br />6 <br />7 <br />8 <br />TYPICAL STUD WALL FRAMING AT OPENING DETAIL <br />(2)10d TOE <br />16d @ 12"o.c. <br />WIDER THAN 6'-0") <br />TRIMMER AT OPENING <br />2x TRIMMER (2)2x <br />U.N.O. <br />SILL ~P <br />THAN 4'-0") <br />SILL AT OPENING WIDER <br />WHERE OCCURS (2)2x <br />2x WINDOW SILL <br />SEE PLAN <br />POST AT HOLDOWNS <br />DOUBLE STUDS OR <br />2x STUDS @ 16"o.c. <br />TOP AND BOTTOM <br />6'-0") W/ SIMPSON A34 <br />OPENING WIDER THAN <br />(2)2x THRU STUDS AT <br />(1)2x THRU STUD (USE <br />HEADER DEPTH) <br />OF ADDITIONAL <br />(2)16d FOR EA. 2" <br />(2)16d MIN. (ADD <br />THAN 8'-0" <br />OPENING WIDER <br />SIMPSON A34 AT <br />NAILS <br />STAGGER <br />DETAILS <br />SEE CBC, TABLE 25Q, OR <br />FOR BALANCE OF NAILING, <br />U.N.O. ON PLANS) <br />OPENING <br />HEADER SCHEDULE <br />WIDTH <br />10'-0" <br />12'-0" <br />8'-0" <br />6'-0" <br />4'-0" <br />MAX. <br />VERTICAL <br />AND @ 8'-0"o.c. <br />STOPS AT CEILING <br />PROVIDE 2x FIRE <br />NOTE: <br />STUD WIDTH <br />WIDTH SAME AS <br />BEARING <br />10" <br />12" <br />NON-BEARING <br />8" <br />6" <br />4" <br />12" <br />14" <br />8" <br />10" <br />6" <br />MIN. NOMINAL HEADER ''D'' <br />TO 6'-0" ONLY) <br />(AT OPENINGS UP <br />BUILT-UPSOLID <br />'' <br />D <br />' <br />' <br />DE <br />P <br />T <br />H <br />HD <br />R <br />UP PER SCHEDULE <br />HEADER (SOLID, BUILT- <br />(2)2x TOP ~PS <br />EA. SIDE STAGGER <br />w/ 16d @ 12"o.c. <br />CONT. PLYWD. SHIM <br />2x EA. SIDE ANDNOTE: <br />9 <br />CJ W/ 8-16d FACE NAILS <br />LARGER BLOCK (RIPPED TO CORRECT SIZE) FOR GAPS LARGER THAN 1". <br />USE FULL DEPTH BLKG. INSTALL LS70'S WHERE GAP EXCEEDS 1/4". USE NEXT <br />H1'S @ 24" O.C. MAY BE INSTALLED IN LIEU OF A35'S FOR SHEAR TRANSFER. <br />DROP BM. WHERE OCCURS <br />HEADER WHERE OCCURS <br />2X BEVELED BLOCKING W/E.N. & A35 @ <br />24" O.C. (SEE ADDITIONAL A35 REQMTS. <br />@ SHEAR WALLS) <br />DBL 2X TOP PLATE <br />2X STUDS @ 16" O.C. <br />SHEAR PANEL WHERE OCCURS <br />B.N. <br />SEAT CUT ALL RAFTERS. DO NOT OVERCUT. <br />ALT. LOCATION OF BLKG. <br />NOTES: <br />ROOF SHEATHING <br />RR W/ SEAT <br />CUT AT WALL <br />B.N. <br />ROOF RAFTER <br />PERPENDICULAR TO EXT. WALL <br />30" MAX. <br />1X6 STARTER BOARD-SHIPLAP <br />AT EXPOSED EAVES <br />2X ROSA FASICA <br />SIMPSON H2.5A @ 48" O.C. U.N.O. <br />B.N.:8D COMMON NAIL AT 6" O.C. <br />RIDGE BEAM CONNECTION DETAIL <br />FLUSH RIDGE <br />CONDITION <br />SIMPSON ST22 STRAP @ 48" OC <br />EQ.EQ. <br />ROOF RAFTER <br />W/ HANGERS <br />TO RIDGE <br />DROP RIDGE <br />CONDITION <br />ROOF RAFTER <br />W/SEAT CUT <br />RIDGE PER PLAN. <br />E.N. <br />2X BLK'G <br />E.N. <br />LAP & SPLICEW/(3) <br />16d's EACH SIDE <br />3-16d TOE NAIL <br />PER BLOCKING <br />ROOF RAFTER <br />W/ HANGERS <br />TO RIDGE <br />RIDGE BM <br />PER PLAN <br />ST22 STRAP <br />@ 48" OC <br />ALT. CONDITION <br />2X BLOCKING <br />W/(3) 16d <br />GABLE END WALL <br />ROOF SHEATHING <br />ROOF RAFTER <br />PER PLAN <br />CEILING JOIST <br />PER PLAN <br />#SHEAR PANEL <br />SEE PLAN <br />E.N <br />B.N B.N <br />STUD WALL <br />DBL TOP PLATE <br />CRIPPLE WALL <br />SIMPSON LTP4 PER <br />SHEAR WALL SCHEDULE <br />SIMPSON A35 <br />PER SHEAR WALL <br />SCHEDULE <br />2X4 FLAT OUTRIGGER <br />@ 24" O.C. <br />2X FASCIA BOARD <br />(2) 16d's <br />2X BLOCKING <br /> @ 24" O.C. <br />11 <br />L @ COLLAR TIE <br />13'-0" MAX.(4) SDS25300 <br />NUMBER OF SDS <br />25'-0" MAX.(5) SDS25300 <br />PLWD. SHT'G. W/ E.N. <br />2X RIDGE BOARD PER PLAN. <br />DBL TOP PLATE. <br />SIMPSON ST12 STRAP @ EACH R.R. <br />2X R/R PER PLAN. <br />NUMBER OF SDS SCREWS, <br />SEE TABLE BELOW. <br />REFER TO DETAIL 1/SD-2. <br />L <br />SHEAR PANEL PER PLAN. <br />2X4/2X6(IF SPAN OVER 20') <br /> BRACING @ 16" O.C. <br />TO R.R. & C.J. <br />CEILING JOIST <br />PER PLAN. <br />(5) 16d's <br />(5) 16d's <br />EQ.EQ. <br />2x4 X-BRACING w/ <br />(3)16d TO EA. MEMBER <br />(5) 16d'sMIN <br />. <br /> 4 <br />5 <br />° <br />MIN <br />. <br />45 <br />° <br />ROOF RAFTER/CEILING JOIST BRACING CONNECTION DETAIL <br />CEILING JOIST OVER LAP, TYP. <br />1'-0" CEILING JOIS OVERLAP w/ SPACER <br />AND 4-16d NAILS EA. SIDE <br />HEADER WHERE OCCURS <br />10 <br />CONNECTION DETAIL <br />ROOF RAFTER <br />2X BLOCKING <br />CEILING JOISTS PER PLAN <br />2X CRIPPLE WALL SILL PLATE w/ 16d NAILS @ 16" O.C. <br />TO BLOCKING <br />ROOF RAFTER <br />W/ HANGER TO <br />RIDGE BEAM <br />2X RIDGE BOARD <br />PER PLAN <br />SIMPSON A35 @ 24" O.C. <br />E.N. <br />E.N. <br />CEILING JOISTS <br />WHERE OCCURS <br />SIMPSON ST22 @ 16" O.C. <br />2X STUD WALL @ 16" O.C. <br />E.N. <br />LAP & SPLICEW/(3) <br />16d's EACH SIDE <br />SIMPSON ST22 @ 16" O.C. <br />2X BLOCKING W/A35 @ 24" O.C. <br />TOP DBL TOP PLATE <br />ALTERNATE <br />ROOF RAFTER <br />PERPENDICULAR TO EXT. WALL <br />LARGER BLOCK (RIPPED TO CORRECT SIZE) FOR GAPS LARGER THAN 1". <br />USE FULL DEPTH BLKG. INSTALL LS70'S WHERE GAP EXCEEDS 1/4". USE NEXT <br />H1'S @ 24" O.C. MAY BE INSTALLED IN LIEU OF A35'S FOR SHEAR TRANSFER. <br />DROP BM. WHERE OCCURS <br />HEADER WHERE OCCURS <br />DBL 2X TOP PLATE <br />2X STUDS @ 16" O.C. <br />SHEAR PANEL WHERE OCCURS <br />B.N. <br />SEAT CUT ALL RAFTERS. DO NOT OVERCUT. <br />ALT. LOCATION OF BLKG. <br />NOTES: <br />ROOF SHEATHING <br />RR W/ SEAT <br />CUT AT WALL <br />B.N. <br />A35 FROM 2X BLKG. TO PLATE <br />@ 24" O.C. (SEE ADDITIONAL <br />A35 REQMTS. @ SHEAR WALLS) <br />SIMPSON H2.5A @ 16" O.C. <br />12 <br />02-SD2