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STD.HOOK,TYP. SHEAR WALL POST PER PLAN <br /> ABOVE <br /> D p <br /> PT SILL PLATE HDG AB,EMBED 6" SIMPSON ABU POST BASE <br /> a" <br /> TYP WALL RST +, HDG ANCHOR BOLT PER PLAN 2"EXPOSED,TYP <br /> g'PJF INTO PEDESTAL <br /> p - <br /> D NOTE: MIN LAP #4 @ 16"O.C.,E.W., 4" #4 HORZ @ 16"O.C, <br /> MIN LAP THE SIZE AND SPACING OF TYPICAL CORNER CENTERED IN SLAB a CENTERED IN STEM WALL <br /> REINFORCING SHALL MATCH THE SIZE AND SPACING ° \ \ \, \�\\ — I—III—I ° —III—III I`\\\/` <br /> OF THE HORIZONTAL WALL REINFORCING UNLESS __-_-- \/ 12"x12"PEDESTAL <br /> UNDER SLAB INSULATION ------------- --------_= / / r — <br /> OTHERWISE CALLED OUT.WHERE PERPENDICULAR p �'"" - --"""" - "" \/\\/\\ 6"STEM WALL <br /> (IF REO'D)PER ARCH <br /> WALLS HAVE DIFFERENT HORIZONTAL WALL / r / NATIVE BACKFILL. <br /> REINFORCING,PROVIDE CORNER BARS TO MATCH MIN 2"CSBC LAYER_�/ MIN COMPACT TO FIRM AND //\// — D — /\//\r <br /> THE HORIZONTAL WALL REINFORCING WITH THE COMPACTED TO FIRM AND /\//\ \/\/\� (MIN)8"THICK \/\\/ I I—III= —III /\\/\ (MIN)8"THICK FTG. <br /> GREATEST AREA OF STEEL. UNYIELDING CONDITION /\//\\/ n \//� FTG.WIDTH UNYIELDING CONDITION //\ III v III / \/\ WIDTH PER PLAN <br /> / \ \ PER PLAN <br /> TYP WALL RST APPROX CUT SLOPE \�/ / �/\ /\//\ \//\//\//\\\� APPROX CUT SLOPE <br /> #4VERTS@18"0.C., <br /> CAST-IN-PLACE E.W.,ALT HOOKS <br /> CONCRETE WALL UNDISTURBED UNDISTURBED #4 @ 12"E.W., <br /> (2)#4 NATIVE CENTERREDED IN FTG NATIVE CENTERED IN FTG <br /> CONCRETE WALL INTERSECTION /CORNER 3 <br /> T1. <br /> WALL FOOTING 302 DECK POST FOOTIN 305 <br /> >� <br /> FULL WIDTH,SOLID BLOCKING SHEAR WALL FULL WIDTH,SOLID BLOCKING SHEAR WALL WALL ABOVE <br /> BELOW ALL POINT LOADS TO ABOVE BELOW ALL POINT LOADS TO ABOVE FLOOR SHEATHING <br /> MATCH STUDS ABOVE MATCH STUDS ABOVE <br /> PER PLAN MIN NUMBER <br /> FLOOR SHTG FLOOR SHTG MAX HEADER OF KING STUDS <br /> PER PLAN 2X BOT PLATE PER PLAN 2X BOT PLATE SPAN <br /> RIM JOIST EACH END <br /> RIM BOARD,NAIL TO <br /> JOIST BLKG T&B RIM BOARD DOUBLE TOP PL, 4'-0„ 1 <br /> ANCHORS PER PLAN SQL c <br /> ANCHORS PER PLAN 6 0 2p4 w�syrNoOy� <br /> _ zm <br /> TENSION STRAP TENSION STRAP PER 8'-0" 2 <br /> PER PLAN PLAN411 (4)16d NAILS EA 10'0" 3 A4 '4(�4072 An <br /> EXT SHEAR WALL EXT SHEAR WALL END,TYP RAL'. <br /> ( FLOOR JOISTS BELOW FLOOR JOISTS BELOW <br /> PER PLAN PER PLAN Ioxet <br /> STUD WALL +011a2023 <br /> FULL HT BLKG @ 48"O.C.WI FRAMING PER PLAN 14'-0" 3 <br /> DIAPHRAGM EDGE NAILING <br /> EA BLOCK i6'-0" 4 <br /> EXTERIOR WALL <br /> HEADER PER PLAN 18'-0" 4 N <br /> C9 <br /> JOISTS PARALLEL TO WALL 601 DOUBLE JACK STUD KING STUD PER Z <br /> JOISTS PERPENDICULAR TO WALL 6 2 TABLE p; <br /> HEADER FRAMING so3 _ <br /> Q <br /> 2X BRACE @ 48"O.C. FULL DEPTH BLOCKING <br /> ROOFING PER ARCH ORIENTED APPROX 45". SIMPSON A34 ROOFING SYSTEM PER ARCH Z co <br /> Oo <br /> MIN(6)16d NAILS TO O 10, <br /> ROOF SHEATHING BLOCKING EA END HOLD DOWN PER PLAN H Z <br /> DIAPHRAGM EDGE NAILING V <br /> OVER BLOCKING,TYP <br /> FULL DEPTH VENTED EAVE BLOCKINGLU <br /> U <br /> MAX(3)Z 0 HOLES PER FULL LENGTH <br /> BLOCK 24"MAX. L O <br /> OVERHANG,PER PLAN d <br /> 2xOUTLOOKERS <br /> TRUSS AT 24"O.C. <br /> GABLE END TRUSS <br /> TRUSS PER PLAN. 2X BLOCKING 48"O.C. <br /> HOLD DOWN SEE ARCH FOR FOR BRACE ATTACHMENT TOTOPSIMPSON AT BRACE <br /> ANCHOR PER PLAN <br /> CONFIGURATION TO TOP PLATE <br /> (INT OR EXT) DOUBLE TOP PLATE <br /> SIDING PER ARCH PRINTED' <br /> 2x NAILER 2x BLOCKING @ 24" 10.13.2023 <br /> SHEAR WALL �� <br /> PER PLAN r <br /> FASCIA PER ARCH <br /> WALL/TRUSS CONNECTION 604 GABLE END SECTION 605 <br />