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©2024Sheet No. <br />Revisions <br />1 <br />24162Project No. <br />Date <br />Design by <br />TUNG VO, M.S., P.E. <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 />PO <br />I <br />N <br />S <br />E <br />T <br />T <br />I <br />A <br /> <br />S <br />T <br /> <br />R <br />E <br />S <br />I <br />D <br />E <br />N <br />T <br />MA <br />I <br />N <br /> <br />H <br />O <br />U <br />S <br />E <br /> <br />A <br />D <br />D <br />R <br />E <br />S <br />S <br />: <br /> <br />2 <br />1 <br />0 <br />9 <br /> <br />N <br /> <br />P <br />o <br />i <br />n <br />s <br />e <br />t <br />t <br />i <br />a <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 />6 <br />AD <br />U <br /> <br />A <br />D <br />D <br />R <br />E <br />S <br />S <br />: <br /> <br />2 <br />1 <br />1 <br />1 <br /> <br />N <br /> <br />P <br />o <br />i <br />n <br />s <br />e <br />t <br />t <br />i <br />a <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 />6 <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 />January 2, 2026 <br />09/26/25 BLDG. CMNT <br />2 12/29/25 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 />2x VALLEY PLATE W/(3) 16d <br />INTO EACH RAFTER OR TRUSS <br />RAFTER PER PLAN <br />ROOF SHEATHING <br />B.N. <br />2X6 PURLIN & 2X4 KICKER @ <br />8'-0" O.C. MAX. TO LIMIT <br />(2)16d TOENAIL RR TO RR. <br />RAFTER PER PLAN <br />2x4 OR 2X6 RAFTERS <br />@ 24" O.C. MAX. <br />MAX.SPAN: <br />2x4 = 4'-0" <br />2x6 = 8'-0" <br />2x VALLEY PLATE W/(3) 16d <br />INTO EACH RAFTER OR TRUSS <br />2x RIDGE BOARD W/ DEPTH <br />GREATER THAN JACK RAFTER <br />ADD 2x4 STRUT FROM JACK RAFTER <br />TO RAFTER BELOW TO LIMIT OVER <br />FRAMING RAFTER SPAN <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 />SOLID BLOCKING <br />HEADER <br />PER PLAN <br />ALT. HEADER COND. <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 />2x STUDS <br />BALLOON FRAME <br />16d NAILS @ 8" OC <br />AFTER ROOF IS <br />LOADED <br />2x BLOCKING <br />D.F #2 FLAT LOOKOUTS <br />2x4 @ 24" OC OR 2x6 @ 32" <br />OC. TAKE BACK TO 2ND <br />RAFTER (MAX 24" TOTAL <br />OVEHANG). SOLID SHIM <br />UNDER EA. LOOKOUT <br />HOLD TOP OF WALL <br />DOWN 3 4" + FROM TOP <br />OF UNLOADED RAFTER <br />E.N <br />#FULL HEIGHT <br />SEE PLAN <br />E.N <br />(2)-16d <br />@ EA. <br />END OF <br />LOOKOUT <br />ROOF <br />SHEATHING <br />E.N <br />A35F MAY BE OMITTED <br />WHERE SHEAR WALL <br />MATERIAL APPED +4" <br />OVER RIM. PROVIDE A35F <br />@ NON-SHEAR SEQUENTS <br />E.N <br />E.N <br />SIMP. A35F @ 48" OC <br />DTL 16d 'S A35'S <br />A 8" OC 32" OC <br />B 6" OC 24" OC <br />C 4" OC 16" OC <br />D 3" OC 12" OC <br />NOTCH JOIST <br />FOR LOOKOUTS <br />ALT. DROP BEAM <br />PER PLAN. <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 />11 <br />12 <br />14 <br />13ROOF RAFTER TO HIP BEAM <br />HIP BM. <br />2x ROOF <br />RAFTERS <br />SIMPSON <br />LS 70 <br />TO HIP BM. <br />DBL. TOP PLATE IF ANY. <br />OF BEAM TO POST. <br />SIMPSON LTS20 EACH SIDE <br />POST, SEE PLAN. <br />AS AN ALTERNATE TO TS (TWIST <br />STRAP) USE SIMPSON HCP (HIP <br />SIMPSON HHRC 44 <br />HIP BEAM. <br />HIP BEAM. <br />DBL. TOP <br />PLATE IF ANY. <br />POST, SEE PLAN. <br />NOTE: <br />- <br />TO DOUBLE TOP PLATE). <br />HIP / KING POST /BEAM <br />OR HHRC 66 <br />B.N. <br />B.N. <br />2X STUDS @ 16" O.C. <br />SHEAR PANEL WHERE OCCURS <br />ROOF SHEATHING <br />RR W/ SEAT <br />CUT AT WALL <br />2X LOOKOUT W/ 8-16d <br />FACE NAILS <br />B.N. <br />DBL 2X TOP PLATE <br />1/2" DRYWALL AT <br />BOTTOM OF <br />CEILING JOISTS <br />2X CEILING JOIST <br />CONNECTION DETAIL <br />SEE DETAIL 1/SD2 FOR ADDITIONAL INFORMATION. <br />CONNECTION DETAIL <br />BEAM PER PLAN <br />POST SAME WIDTH <br />AS BEAM, SEE PLAN. <br />(2)16d EA. SIDE <br />2x STUD EA. <br />SIDE OF POST w/ <br />16d @ 12"o.c. <br />BEAM PER PLAN. <br />ST12 EACH SIDE <br />K. POST TO <br />SUPPORTING BM. <br /> SIMP. CCQ MATCH SIZE <br /> WITH BEAM, SEE PLAN. <br />KING POST PER PLAN <br />ALTERNATE <br /> SIMP. CCQ MATCH SIZE <br /> WITH BEAM, SEE PLAN. <br />SIMPSON ST6224 <br />@ EACH SIDE <br />15 <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 />CONNECTION DETAIL <br />HIP BEAM PER PLAN <br />SIMPSON HIP-RIDGE <br />CANT. RIDGE BM <br />PER PLAN <br />KING POST/FULL HEIGHT POST <br />PER PLAN. <br />POST CAP, <br />SEE PLAN <br />ROOF RAFTER. <br />SIMPSON ST22 <br />CONNECTOR <br />16 <br />RAFTER TO FLUSH BM.CONN. <br />CALIFORNIA <br />FRAMING <br />FLUSH BEAM <br />PER PLAN <br />CEILING <br />RAFTERS <br />PER PLAN <br />ROOF RAFTER <br />SIMPSON HANGER JOIST. <br />A35 @ 24" O.C. <br />CRIPPLE WALL <br />16d's @ 6" O.C. <br />E.N. <br />2X BLOCKING <br />DRAG DETAIL <br />POST OR STUDS <br />CL'G BEAM PER PLAN <br />(2)2x TOP ~PS <br />2x STUD <br />w/16d @ 12"o.c. <br />MSTA12 AT BOTH SIDE <br />SIMPSON STRAP <br />CUT TO FIT ON WALL <br />AS SHOWN & ACROSS <br />ALL BAYS OF <br /> BLKG.AS REQ'D. MIN. <br />(4) BAYS w/ MIN. (3) NAILS <br /> TO EACH BLOCK. <br />NAILS PER SCHEDULE, <br />USE (2) ROWS OF <br /> NAILS EA. STRAP LENGTH LENGTH <br />CAPACITY** <br />1700# <br />3400# <br />4585# <br />6490# <br />END <br />LENGTH <br />NAIL SIZE <br />AND SPACINGSTRAP <br />CS16 <br />(2) CS16 <br />CMSTC16 <br />CMST14 <br />A <br />B <br />C* <br />D* <br />3'-0" <br />3'-0" <br />6'-0" <br />6'-0" <br />8d BOX/SINKER @ 4 1/8" <br />8d BOX/SINKER @ 4 1/8" <br />16d SINKER @ 4 1/2" <br />16d SINKER @ 3 1/2" <br />TYP. ROOF FRAMING <br />MEMBER <br />(2)2x F.H. BEVELED <br />BLK'G W/EN. U.N.O <br />17 <br />ELEVATION OF SHEAR WALL <br /> FRAMING AT OPENING <br />POST PER PLAN OR <br />PER TYPICAL STUD <br />WALL FRAMING AT <br />OPENING w/ E.N. FROM <br />PLYWOOD PER SHEAR <br />WALL SCHEDULE <br />2x STUDS @ <br />16"o.c. U.N.O. <br />SIMPSON "A34" AT OPNGS. <br />WIDER THAN 8'-0" <br />2x TRIMMER ( (2)2x <br />TRIMMER AT OPNGS. <br />WIDER THAN 6'-0") <br />4x BLOCKING <br /> AT STRAP <br />SILL PL <br />2'-0" <br />w/(16)16d SINKERS <br />OVER EA. END <br />(2)2x TOP PL'S <br />HEADER (SOLID, <br />BUILT-UP PER <br />SCHED. U.N.O. <br />ON PLANS) <br />16d @12"o.c. <br />16d @ 12"o.c. <br />STAGGER <br />(2)10d <br />TOE NAILS <br />2x SILL PL'S AT <br /> WINDOW WHERE <br />OCCURS w/ E.N. <br />FROM PLYWOOD <br />PER SHEAR <br />WALL SCHEDULE <br />SHEAR WALL SHEATHING PER PLAN E.N. <br />AT BLK'G AND EDGES OF SHEAR WALL <br />(2) CS 16 STRAP OVER HEADER. <br />CONT. 32" MIN. E.S.OF HEADER. TYP @ T & B <br />18 02-SD2