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2/22/2022 1 <br />* PROVIDE EXTR' <br />(4) SDS25312 A <br />BEAM HANGER <br />2X LEDGER T <br />DEPTH W/ S1 <br />STAGGERED 1 <br />BEAM PER PLAT` <br />2X FULL DEPTH <br />DTT2Z E.S. WITH <br />" HDG ROD. <br />E.A. END OF <br />DECK. TYP. <br />A35 E.S. <br />JOIST // TO <br />TOP PLATE. TYP. WALL AS OCCURS <br />TYP. ROOF CONNECTION DETAIL <br />SCALE: 1/2"=1'-0" <br />2x SHEAR WALL OR BEARING <br />WALL PER PLAN AND SCHED. <br />AS OCCURS <br />SHEAR WALL EDGE <br />NAIUNG AS OCCURS <br />EXT. SLAB AS OCCURS <br />� OR FlNISH GRADE <br />U <br />z <br />� m <br />Q <br />(2) #4 CONT. @ TOP <br />OF WALL �EQ.-, <br />ih z <br />a <br />FTG. DRAIN PER / <br />ARCH. <br />FTG. SIZE & <br />REINF. PER <br />PLAN <br />#4 x ­1 VERT. @ <br />16" O.C. (ALT. <br />HOOK IN FTG.) - <br />TYP. EXT. STUD WALL FTG. <br />SCALE: <br />CS14 STRAP <br />SIMPSON AC OR SIM. <br />KNEE BRACE AS OCCURS <br />2x P.T. BOT. PL W/ 5/8"4 <br />A.B. PER PLAN & SHEAR WALL SCHED. <br />(48" O.C. MAX. EMBED. 7" MIN.) <br />`SLAB ON GRADE PER PLAN <br />(SLAB ON BOTH SIDE OF WALL <br />/ @SIM. CONDITION) <br />T.O. SLAB <br />� PER �_— ARCH-- <br />2 -6" <br />- #4x SLAB DOWELS @ 32" O.C. <br />M U <br />#4 HORIZ. @ 12" O.C. <br />NOTE: <br />FOR INFORMATION NOT SHOWN SEE PLAN & OTHER <br />DETAILS <br />SHEAR WALL SHTG. & NAILING <br />PER SCHEDULE, TYP. (WHERE <br />OCCURS) <br />FLOOR FRAMING <br />AS OCCURS <br />POST PER PLAN <br />(2) 16d NAILS TO BLKG <br />SOLID WOOD BLKG. BELOW POST <br />TO MATCH POST SIZE, VERTICAL <br />GRAIN ORIENTATION <br />(2) 10d TOE NAILS <br />CONT. RIM JOIST 0 BEAM AS OCCURS, BLOCK <br />BLKG. AS OCCURS REMAINDER OF BEARING SOLID AS <br />INDICATED. <br />A35 E.S.TYP POST PER PLAN <br />9 TYP. POST @ FLOOR <br />2 <br />BM SPLICE WHERE SHOWN ON <br />POST PLAN. BM CONT'D AT SIM. <br />FLOOR DIAPHRAGM <br />BEAM PER PLAN NAILING RIM JOIST <br />JOIST <br />SEE PLAN <br />2X BLOCKING @ 48" O.C. <br />W/ 2-16d TOENAILS E.S. & <br />< 4-10d AT TOP <br />BEAM AS OCCURS <br />N WALL STUDS, SEE <br />PLANS AND WALL <br />KBS1Z E.S.E.F. TYP. SCHEDULE <br />POST PER PLAN <br />TYP COL TO BM & BRACE COIN. <br />#3x [I TIES @ 10" 0.( <br />W/ (2) @ TOP OF WALL <br />Q <br />O g <br />M �o <br />P.T. POST PER PLAN <br />SIMPSON CB POST BASE <br />12"x12" CONC. PLINTH W/ #4 <br />HOOKED DOWEL IN EA. CORNER <br />3" CLR. <br />FTG. SIZE & REBAR PER <br />----,-� PLAN <br />M <br />T i P. EXTERIOR SOUARE FTG. <br />SCALE: <br />1/2„=1,4, <br />SHEAR WALL PANEL <br />EDGE NAILING, <br />TYP T&B <br />RIM JOIST <br />SHEAR WALL PANEL <br />EDGE NAILING, TYP. <br />(SHEATHING ONE SIDE) <br />TYP. EXTERIOR SHEAR WALL SECTION <br />SCALE: <br />FLOOR SHEATHING & <br />BOUNDARY N""'"'^ <br />2X LEDGER TC . <br />DEPTH W/ SDS25312 @ 6" OC <br />STAGGERED TOP. & BOT. <br />1 /2"=V-0" <br />E.S. <br />._T // TO <br />WALL AS OCCURS <br />JOIST PERP. TO WALL AT SIM. <br />2X BLOCKING <br />PROVIDE DOUBLE <br />BLOCKING AT STRIPS <br />FLOOR JOIST <br />BEAM AS OCCURS — <br />STUD/POST PER <br />PLAN <br />SHEAR WALL SILL <br />NAILING <br />SHEAR WALL PANEL <br />EDGE NAILING, <br />TYP T&B <br />V <br />RIM JOIST <br />JOIST PERPENDICULAR TO FRAMING <br />(SHEATHING ONE SIDE) <br />TYP, EXTERIOR SHEAR WALL SECTION <br />SCALE: 1/2"=1'-0' <br />TYP. DECK TO (E) WALL C ONN <br />SCALE: <br />PROVIDE #4 DOWELS TP MATCH THE FOOTING REBAR, SEE <br />FOOTING DETAIL, EPDXY SET INTO EXISTING FOUNDATION WALL <br />WITH HILTI HIT-HY 200 EPDXY ANCHORING SYSTEM (OR EQUAL.) <br />w/ 44" MIN. EMBEDMENT IN EXIST'G FDN & 30" EXTENSION IN <br />FOUNDATION. APPLY APPROVED BONDING COMPOUND TO CLEAN <br />WALL & FTG. FACE PRIOR TO CONCRETE POUR. <br />EXIST'G FDN WALL'/2n /� NEW FDN WALL <br />PER FDN DETAIL <br />EXIST'G FTG <br />h <br />NEW FTG. <br />PER PLAN <br />U <br />J <br />J <br />2 <br />O <br />U <br />J <br />v � <br />0 CD <br />cN �1 <br />00 V <br />0) <br />o U <br />�d <br />W z <br />z LLl <br />O H_: <br />D- <br />Q <br />2 <br />Lu <br />�y •C <br />F� O <br />�.Q 54334 9 <br />O GIST�'�1 <br />�`rs10NAL <br />212212022 <br />Z <br />J <br />W <br />0 <br />W <br />r <br />N <br />O <br />2 <br />¢rn <br />J <br />O <br />00 <br />U <br />J <br />L <br />0 <br />coW <br />N <br />co <br />ce) <br />JOB # <br />2022007 <br />W <br />z <br />0 <br />f- <br />a <br />U <br />U <br />W <br />0 <br />W <br />M <br />Drawn By: <br />Drawina Title: <br />TYPICAL STRUCTURAL <br />DETAILS <br />Sheet <br />S3.0 <br />